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HomeMy WebLinkAboutTRUSSiTelke J43060 MiTek USA, Inc. Reed Res 6904 Parke East Blvd. Tampa, FL 33610-4115 .e lllmation: 'ustomer: Telese Builders Project Name: J43060 ot/Block: Model: . dress: Mrytle Wood Subdivision, . y: PSL State: FL aneral Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special oading Conditions): esign Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 And Code: ASCE 7-16 [All Heights] Wind Speed: 160 mph :oof Load: 45.0 psf Floor Load: N/A psf its package includes 128 individual, dated Truss Design Drawings and 0 Additional Drawings. pith my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet onforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. o. Seal# Truss Name Date No. Seal# Truss Name Date T23969392 A01 G 5/14/2021 21 T23969412 B06 5/14/2021 T23969393 A02 5/14/2021 22 T23969413 B07G 5/14/2021 3 T23969394 A03 5/14/2021 23 T23969414 B08 5/14/2021 4 T23969395 A04 5/14/2021 24 T23969415 B09 5/14/2021 5 T28969396 A05 5/14/2021 25 T23969416 B10 5/14/2021 6 T23969397 A06 5/14/2021 26 T23969417 B11 5/14/2021 7 T23969398 A07 5/14/2021 27 T23969418 B12 5/14/2021 8 T23969399 A08 5/14/2021 26 T23969419 B13 5/14/2021 9 T23969400 A09 5/14/2021 29 T23969420 B14 5/14/2021 10 T23969401 A10 5/14/2021 36 T23969421 B15 5/14/2021 11 T23969402 A11 5/14/2021 31 T23969422 B16 5/14/2021 12 T23969403 Al2 5/14/2021 32 T23969423 B17 5/14/2021 13 T23969404 A13G 5/14/2021 33 T23969424 B18 5/14/2021 14 T23969405 A14 5/14/2021 34 T23969425 B19 5/14/2021 15 T23969406 A15G 5/14/2021 35 T23969426 B20 5/14/2021 16 T23969407 B01 G 5/14/2021 36 T23969427 B21 5/14/2021 17 T23969408 B02 5/14/2021 37 T23969428 B22 5/14/2021 18 T23969409 B03 5/14/2021 36 T23969429 C01GE 5/14/2021 19 T23969410 B04 5/14/2021 39 T23969430 CO2 5/14/2021 20 T23969411 B05 5/14/2021 40 T23969431 CO3 5/14/2021 "Phe-trus" drawing(s) referenced above have been prepared by MiTeg USA, Inc under my direct supervision ,,���� based on the parameters provided by East Coast Truss. ,��� wUU.S Truss Design Engineer's Name: Lee, Julius ••.•.�G E N S; •.• ��� My license renewal date for the state of Florida is February 28,;2023. F ••.: '. Florida COA: 6634 No 34869 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters ; shown (e.g., loads, supports, dimensions, shapes and design codes), which were ATE OF 4 given to MiTek. Any project specific information included is for MiTek %0 • P: customers file reference purpose only, and was not taken into account in the preparation of �� � • • � O R � � • �?\ ��� these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 May 14, 2021 natn- 1 of 2 Lee, Julius M!Tek 0 MiTek .USA, Inc. RE: J43060 -Reed Res 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Project Customer: Telese Builders Project Name: J43060 Lot/Block: . Subdivision: . Address: Mrytle Wood City, County: PSL State: FL No. Seal# Truss Name Date No. Seal# Truss Name Date 41 T23969432 C04 5/14/2021 85 T23969476 MG02 5/14/2021 42 T23969433 C05 5/14/2021 86 T23969477 MV2 5/14/2021 43 T23969434 C06 5/14/2021 87 T23969478 MV4 5/14/2021 44 T23969435 C07 5/14/2021 88 T23969479 MV4A 5/14/2021 45 T23969436 C08 5/1412021. 89 T23969480 MV28 5/14/2021 46 T23969437 C09 5/14/2021 90 T23969481 MV31 5/14/2021 47 T23969438 C10 5/14/2021. 91 T23969482 MV51 5/14/2021 48 T23969439 C11 5/14/2021 92 T23969483 MV71 5/1.4/2021 49 T23969440 C12 5/14/2021 93 T23969484 PB01 5/14/2021 50 T23969441 C13 5/14/2021 94 T23969485 PB02 5/14/2021 51 T23969442 C14 5/14/2021 95 T23969486 PB03 5/14/2021 52 T23969443 C15 5/14/2021 96 T23969487 V4 5/14/2021 53 T23969444 D01G 5/14/2021 97 T23969488 ZCJ1 5/14/2021 54 T23969445 D02 5/14/2021 98 T23969489 ZCJ3 5/14/2021 55 T23969446 D03 5/14/2021 99 T23969490 ZCJ3A 5/14/2021 56 T23969447 D04 5/14/2021 100 T23969491 ZCJ3B 5/14/2021 57 T23969448 D05 5/14/2021 101 T23969492 ZCJ3C 5/14/2021 58 T23969449 D06G 5/14/2021 102 T23969493 ZCJ5 5/14/2021 59 T23969450 D07 5/14/2021 103 T23969494 ZCJ5A 5/14/2021 60 T23969451 E01G 5/14/2021 104 T23969495 ZCJ5B 5/14/2021 61 T23969452 E02 5/14/2021 105 T23969496 ZCJ5C 5/14/2021 62 T23969453 E03 5/14/2021 106 T23969497 ZCJ7 5/14/2021 63 T23969454 E04 5/14/2021 107 T23969498 ZCJ7A 5/14/2021 64 T23969455 E05 5/14/2021 108 T23969499 ZCJ7B 5/14/2021 65 T23969456 E06 5/14/2021 109 T23969500 ZCJ7C 5/14/2021 66 T23969457 E07 5/14/2021 110 T23969501 ZEJ5 5/14/2021 67 T23969458 E08 5/14/2021 111 T23969502 ZEJ7 5/14/2021 68 T23969459 E09 5/14/2021 112 T23969503 ZEJ9 5/14/2021 69 T23969460 E10 5/14/2021 113 T23969504 ZEJ9A 5/14/2021 70 T23969461 E11 5/14/2021 114 T23969505 ZEJ9B 5/14/2021 71 T23969462 E12 5/14/2021 115 T23969506 ZEJ37 5/14/2021 72 T23969463 E13 5/14/2021 116 T23969507 ZEJ41 5/14/2021 73 T23969464 E14 5/14/2021 117 T23969508 ZEJ45 5/14/2021 74 T23969465 E15 5/14/2021 118 T23969509 ZEJ46 5/14/2021 75 T23969466 E16 - 5/14/2021 119 T23969510 ZHJ4 5/14/2021 76 T23969467 F01 G 5/14/2021 120 T23969511 ZHJ5 5/14/2021 77 T23969468 F02 5/14/2021 121 T23969512 ZHJ7 5/14/2021 78 T23969469 F03 5/14/2021 122 T23969513 ZHJ7A 5/14/2021 79 T23969470 FG01 5/14/2021 123 T23969514 ZHJ7B 5/14/2021 80 T23969471 FG03 5/14/2021 124 T23969515 ZHJ9 5/14/2021 81 T23969472 G01 G 5/14/2021 125 T23969516 ZHJ9A 5/14/2021 82 T23969473 G02 5/14/2021 126 T23969517 ZHJ37 5/14/2021 83 T23969474 H01G 5/14/2021 127 T23969518 ZHJ41 5/14/2021 84 T23969475 MG01 5/14/2021 128 T23969519 ZHJ46 5/14/2021 2 of 2 Ply I Reed Res T23969392 A01 G I ROOF SPECIAL GIRDER 14-9-6 5x8 = 2x4 11 3x8 = 3x6 = 2x4 II 1 2 243 4 5 25 1 2 1 Job Re 8.430 s Apr 20 2021 3-5-6 3-9-12 5-6-2 ' 2.6-2 MWFRS WIND DESIGN METHOD USED EX( AS SPECIFIED BY ENGINEER OF RECORD. TYPICAL FOR ALL TRUSSES IN THIS JOB. 6x8 = 5.00112 io • • — pro -rr ro W QU 23 22 21 19 18 17 15 14 13 12 3x4 II 7x8 = Special 3x8 II 4x8 = Special Special 3x8 11 SUH 48x12 = 4x8 =7x6 = SUH24 3x8 II 4x10 = SUH24 3x8 II Special Special Special Special Special 8x8 = Special SUH24 SUH24 SUH24 SUH24 SUH24 SUH24 Special SUPPLEMENTARY BEARING PLATES, SPECIAL ANCHORAGE, OR OTHER MEANS TO ALLOW FOR THE MINIMUM REQUIRED SUPPORT WIDTH (SUCH AS COLUMN CAPS, BEARING BLOCKS, ETC.) ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER OR THE BUILDING DESIGNER. 14-9-6 Scale = 1:75.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.07 19-21 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.15 14-15 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT) 0.03 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 752 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 cc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-23,11-12,7-17: 2x8 SP No.3, 6-17,8-17: 2x6 SP No.3 WEBS 1 Row at midpt 1-23, 6-17 REACTIONS. (size) 23=0-8-0, 12=0-7-0, 17=0-3-8 (req.0-7-1) Max Horz 23=369(1_13 6) Max Uplift 23=886(LC 4), 12=1480(LC 10), 17=2605(LC 8) Max Grav 23=4823(LC 26), 12=4936(LC 1). 17=11921(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-4053/759, 1-2=-2354/515, 2-3=2354/515, 3-5=-2375/460, 5-6=2375/460, 6-7=-708/3475, 7-8=739/3462, 8-9=206/797, 9-10=-3556/900, 10-11=3556/900, 11-12=-4254/1380 BOT CHORD 22-23=217/312, 21-22=-444/3154, 19-21=444/3154, 18-19=-359/322, 17-18=385/326, 15-17=-693/260, 14-15=-854/3589, 13-14=868/3674 WEBS 1-22=-816/4502, 2-22=340/141, 3-22=1513/272, 3-21=342/2147, 3-19=13931317, 5-19=-369/130, 6-19=-909/4555, 6-18=267/1691, 6-17=7615/1515, 7-17=254/111, 8-17=-4439/1052, 8-15=-906/4201, 9-15=-4704/1186, 9-14=-291/1714, 10-13=-1138/424, 11-13=-972/4046 NOTES- "x3") ,�� ••'�GENsi'• 1) 2-ply truss to be connected together with 10d (0.131 nails as follows: ,� V 4' Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 cc, 2x4 - 1 row at 0-9-0 oc. 34869 •� Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. * : Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. ( 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vu@=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; • Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber - Q DOL=1.60 plate grip DOL=1.60 • Q;•'�= �� 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �j�s • � R •� �� ��, to the use of this truss component. ,I, 5) Provide adequate dray age top event water ponding. 11811111 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 Julius Lee PE No.34869 will fit between the bottom chord and any other members, with BCDL = I O.Opsf. MITek USA, Inc. FL Cert 6634 8) WARNING: Required bearing size atjoint(s) 17 greater than input bearing size. 69D4 Parke East Blvd. Tampa FL 33610 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 886 lb uplift at joint 23, 1480 lb uplift at Dater joint 12 and 2605 lb uplift at joint 17. May 14,2021 'ontinued on page 2 A WARNING - Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev; 5/19/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/i Qualify 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 ob�- Truss Truss Type Qty Ply Reed Res F;J4306-0 T23969392 A01G ROOF SPECIAL GIRDER 1 •, 2 Job Reference (optional) Eas, ast' russ, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:44:05 2021 Page 2 ID:?b8eR090C1HXoRKgzpo36wy3oO7-DMU7QO5TfCgwSvLx1H7QLzn3Zv8EHBRKugF9jlzGpUe NOTES- 10) Use USP SUH24 (With 4-16d nails into Girder & 2-10d x 1-1/2 nails into Truss) or equivalent spaced at 2-2-0 oc max. starting at 21-8-12 from the left end to 37-8-12 to connect truss(es) to front face of bottom chord. 11) Use USP SUH24 (With 4-1 Old nails into Girder & 2-10d x 1-1/2 nails into Truss) or equivalent at 39-3-6 from the left end to connect truss(es) to front face of top chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 487 lb down and 305 lb up at 31-7-4, 487 lb down and 279 lb up at 33-7-4, and 487 lb down and 279 lb up at 35-7-4, and 487 lb down and 279 lb up at 37-7-4 on top chord, and 813 lb down and 171 lb up at 1-8-12, 828 lb down and 171 lb up at 3-8-12, 828 lb down and 171 lb up at 5-8-12, 818 lb down and 171 lb up at 7-8-12, 818 lb down and 171 lb up at 9-8-12, 816 lb down and 171 lb up at 11-8-12, 828 lb down and 171 lb up at 13-8-12, 828 lb down and 171 lb up at 15-8-12, and 816 lb down and 171 lb up at 17-8-12, and 823 lb down and 171 lb up at 19-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=70, 6-9=70, 9-11=70, 12-23=-20 Concentrated Loads (lb) Vert: 20=742(F) 211=742(F) 18=-742(F) 11=1437(1`=206) 26=487 27=-487 28=487 29=487 31=742(F) 33=742(F) 34=742(F) 36=742(F) 37=742(F) 39=-742(F) 41=742(17) 42=742(F) 43=-742(F) 44=-742(F) 45=742(17) 46=742(F) 47=-742(F) 48=742(F) 49=742(F) 50=-760(F) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 verily the applicability of design parameters and property incorporate this design Into the overall VMS, building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety In/ormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969393 J43060 A02 Roof Special Girder 1 1 Job Reference o tional cast t.vabt r rubs, ri. mercer, rL - &Td4o, t1.43u s Apr Zu Zu21 MI I el, Inoustries, Inc. I nu May 13 19:44:Ou ZU21 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3o07-dxAF3Q8Ly72VJN4VjQg7zbPXT69EUYBmbeTpK4zGpUb i1-7-10 1-1-0 12-4-10 17-10.0 22-1-0 26.10.0 32.3-0 37-8-0 38-11-8 42.2-B �1-7-10 5-5.6 5-3.10 5-5-6 4.3-0 49-0 5-5-0 5.5.0 1-3-8 3-3-0 "Special" indicates special hanger(s) or other connection device(s) required at location(s) shown. The design/selection of such special connection devia(s) is the responsibility of Scale = 1:77.0 5.00 F12 3x8 - others. This applies to all applicable truss designs in this job. 5x5 = 2x4 11 3x6 = 5x6 = 2x4 II 2 3 4 5 31 6 i 4-6-8 NAILED 4x12 = 5x5 = 9 NAILED NAILED Special tb 19 27 37 38 26 39 25 24 40 23 22 21 3x8 = 5x6 = 5x8 = 3x6 = 6x8 = 2x4 11 2x4 II 916x12 = 4118 17 42 43 16 15 6x6 =3x6 = 5x8 = NAILED NAILED NAILED 3x4 II 2x4 II Special 40-4-0 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 NO Code FBC2020/TPI2014 CSI. TC 0.84 BC 0.88 WE 0.84 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdeft Ud -0.34 21 >999 240 -0.60 19-20 >790 180 0.10 13 n/a n/a PLATES GRIP MT20 244/190 Weight: 310 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc purlins, 8-10: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-7-8 oc bracing. Except: 25-27,17-20: 2x4 SP No. 1, 7-22,10-16: 2x4 SP No.3 6-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 20-22 20-23,14-18: 2x4 SP No.2, 1-27,11-13: 2x6 SP No.3 WEBS 1 Row at micipt 4-26, 6-23, 8-20, 9-14, 2-27 REACTIONS. (size) 27=0-8-0, 13=1-4-0 Max Horz 27=-184(LC 8) Max Uplift 27=398(LC 8), 13=787(LC 8) Max Grav 27=2032(LC 37), 13=2235(LC 37) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=15071324, 3-4=-1507/324, 4-6=2555/589, 6-7=4263/976, 7-8=4266/905, 8-9=5579/1332, 9-10=17621745, 10-11 =-1 915/781 BOT CHORD 26-27=0/395, 24-26=-285/2163, 23-24=-285/2163, 7-20=364/154, 19-20=1268/5596, 18-19=-1170/3851, 16-18=112/289, 14-16=-251/179, 10-14=79/570 WEBS 2-26=401/2038, 3-26=-398/140, 4-26=11286/298, 4-24=0/274, 4-23=-178/593, 6-23=858/272, 20-23=-361/2405, 6-20=-629/2557, 8-20=2049/645, 8-19=966/2201 11111111111� 9132032/75514-18 193915077/3626 `2273/532, 2-27=1876/420, 11-14=802/2129, J`�US• NOTES- ��, • �` SF••'. ��i 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; NO 34869 Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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.0 (V Z. 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. '�� ••'.;C� Q Q;•'�=,��`, 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 S1 ••.,0 R I ..` ,,� will fit between the bottom chord and any 7) Provide mechanical connection (by others)other l of truss to bearing plate capable of withstanding 398 lb uplift at joint 27 and 787 lb uplift ,�� A111;;;,,�� at joint 13. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. Julius Lee PE No.34869 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 386 lb up at MiTek USA, Inc. FL Cert 6634 37-8-0 on top chord, and 82 lb down and 262 lb up at 37-6-4 on bottom chord. The design/selection of such connection device(s) is 6904 Parke East Blvd. Tampa FL 33610 the responsibility of others. Date: 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). MaV 1 4, 2021 ;ontinued on page 2 (S) -tan aS�d-- --..........- - — — _.. ----- - — WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not �a 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 Is MiTek' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTFI1 quality Criteria, DS949 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 Truss I Truss Type I Qty I Ply I Reed T23969393 J43060 IA02 I Roof Special Girder Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:08 2021 Page ID:?b8eR090C1HXoRKgzpo36wy3oO7-dxAF3QBLy72VJN4YQg7zbPXT69EUYBmbeTpK4zGpUb LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 2-6=70, 6-8=70, 8-10=-70, 10-12=70, 22-27=20, 21-22=20, 16-20=-20, 15-16=20, 14-28=-20 Concentrated Loads (lb) Vert: 1 0=1 95(F) 16=1 39(F) 34=1 21 (F) 35=1 21 (F) 36=1 21 (F) 41 =49(F) 42=49(F) 43=49(F) ® 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 11, a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Inv building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969394 J43060 A03 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:44:10 2021 Page 1 ID:?b8eRO90C1HXoRKgzp0 36wy3oO7aJIOT59cUkJCZgEugdb2OVulwg4yRL32yywOyzGpUZ i 3.7-10 %8.13 15.10-0 22-1-0 241" 30.3.0 i 35-8-0 37-11-8 42-2-8 6-1-3 ' &1-3 6.3.0 T -0 5-5-0 5-5-0 Scale=1:76.6 5.00 12 5x8 = 4xl 2x4 11 3x6 = 5x10 = 3 4 31 325 27 26 34 25 Z4 35 23 22 21 6x8 = 3x6 = 2x4 II 2x4 II 5x5 = 5x8 = 3x6 = 4x6 = 3x4 11 4x4 = 5x12 = 6x12 = 24-10-0 39-M 3.7-10 9-8-13 15-10-0 22-1.0 3-1 30.3-0 35-8-0 37-11-83 •11 42-2-0 3-7-1063-0 1-9-0 SS-0 5-5-0 2-3-8 2-6-8 0-8-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.33 19-20 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.70 19-20 >669 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.10 13 rue n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 313 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 24-27,18-20: 2x4 SP No. 1, 6-22,10-16: 2x4 SP No.3 10-0-0 oc bracing: 20-22, 14-16 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 2-26, 3-25, 5-25, 5-23, 7-19, 1-27 20-23,14-17: 2x4 SP No.2, 1-27,11-13: 2x6 SP No.3 REACTIONS. (size) 27=0-8-0, 13=0-8-0 Max Horz 27=184(LC 8) Max Uplift 27=-335(LC 8), 13=331(LC 8) Max Grav 27=1984(LC 14), 13=2289(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-860/167, 2-3=1705/336, 3-5=17051336, 5-6=-4219/709, 6-7=-4163/617, 7-8=3563/558, 8-9=3563/558, 9-1 0=1 360/232, 10-11=1386/211, 1-27=19401342 BOT CHORD 25-26=0/788, 23-25=-19012159, 6-20=381/159, 19-20=602/4558, 17-19=198/1622 WEBS 2-26=-1333/290, 2-25=-288/1693, 3-25=-474/164, 5-25=917/156, 20-23=168/2047, 5-20=-418/2586, 7-20=-1285/258, 7-19=-1269/177, 8-19=424/148, 9-19=322/2360, 9-17=-568/105, 14-17=-199/1664, 9-14=-720/118, 1-26=274/1724, 11-13=2079/321, 11-14=-238/1858 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 335 lb uplift at joint 27 and 331 lb uplift at joint 13. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,` Ijltti1111ll�**`, �vL1U S LFF I,�� GEN3 34869 do %o,�., , ONA1111110, 1,`�� Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 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 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 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 ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969395 J43060 A04 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:44:11 2021 Page 1 ID:7b8eRO90C1HXoRKgzpo36wy3oO7-2WrOhRAEF2R3Bgo4OYEgbE14BKAEhvFCHciTwPzGpUY i1-7-0 i 5-7-it0 9-4-0 13-10-0 22-10-0 27-3-0 i 3318-0 37-1113 42-2-8 10 3.86 4.6.0 9-0.0 4.5.0 6.5.0 43-8 43-0 5.00 12 5x5 = 3x4 = 6x6 2 3 30 4 4xl 26 24 L3 4x10 = 32 33 8 =2x4 11 17 4x10 = 4x6 = 2x4 1113 2x4 11 4x10 —_ 5x6 WB = 5x12 = 2x4 11 2x4 I I 3x4 II 3x6 = 39-M 11-7-0 2-7-0 5-7-10 13-10-0 22-10-0 27-3-0 33-6-0 37-11-8 38-11�8 42-2-a 1-7-0 9A 3-0.10 8-26 9-0-0 45-0 6-5-0 4-36 266 066 Scale = 1:81 A 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 0.74 BC 0.92 WB 0.88 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl Ud -0.27 18-19 >999 240 -0.60 18-19 >788 180 0.13 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 294 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 12-14 22-24,8-14: 2x4 SP No.3, 17-20: 2x4 SP No.1 WEBS 1 Row at midpt 3-21. 1-26 WEBS 2x4 SP No.3 *Except* 2 Rows at 1/3 pts 5-19 12-15: 2x4 SP No.2, 1-26,9-11: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 26=0-8-0, 11=0-8-0 Max Horz 26=-367(LC 6) Max Uplift 26=-310(LC 8), 11=356(LC 8) Max Grav 26=1992(LC 14), 11=2261(LC 14) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1333/317, 2-3=-1183/320, 34=2102/478, 4-5=-2350/464, 5-6=-3407/628, 6-7=-3407/628, 7-8=-1408/289, 8-9=1367/234, 25-26=1945/330, 1-25=-1843/346 BOT CHORD 21-22=171/290, 19-21=-139/1671, 18-19=-586/3911, 16-18=-584/3919, 15-16=-265/1957 WEBS 1-21=-212/1671, 3-21=1280/221, 3-19=-159/1144, 4-19=0/434, 5-19=-2141/422, 5-18=0/290, 5-16=812/126, 6-16=358/117, 7-16=-291/1756, 7-15=-271/106, 12-15=-251/1852,7-12=-1015/143,9-11=-2032/339,9-12=-273/1859 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) The Fabrication Tolerance at joint 4 = 12% 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 310 lb uplift at joint 26 and 356 lb uplift at joint 11. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ♦,``�IIIIIIf11�,�,, ♦♦♦ � .......... REF ♦% ••• '.� _� ' • 34869 ♦♦ 8 ,�,p N A' E �♦♦♦ Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 A WARNING - Venty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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?Pli Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type City Ply Reed Res [A05 T23969396 J43060 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:13 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3o07_uz867BUmfhnQ8yTVzGlgf7NF7tF906VkwBa?HzGpUW ii-7.0 r 7-7-10 11-10-0 20-10-0 25.3.0 i 31-8-0 37-11-8 42-2-8 4-2-6 ' 9.0.0 4.5-0 6.5-0 6-3-8 43.0 5.00 12 5x8 = Sx6 4x1 2231 32 18 33 15 12 3x6 = 25 23 4x4 = 4x10 = 5x6 WB — 3x4 = 2x4 II 4x10 = 3x4 II 2x4 II 4x6 = 5x12 = 3x4 11 2x4 11 3x4 11 46 = 394W 1-7-0 11-0-0 7-7-10 11-10-0 20-10-0 2510 31-8-0 37-11-8 38-11i8 42.2-6 ' 1-7-0 1-0-0 5-0-10 ' 4-2-6 ' 9-0-0 45-0 65 0 6J-8 2�.6-8 04" Scale = 1:85.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.29 17-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.60 17-19 >781 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 299 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 11-13 21-23,7-13: 2x4 SP No.3, 18-24,15-18: 2x4 SP No.1 WEBS 1 Row at midpt 2-20, 5-14, 6-11, 1-25 WEBS 2x4 SP No.3 *Except* 2 Rows at 1/3 pits 4-19 11-14: 2x4 SP No.2, 1-25,8-10: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 25=0-8-0, 10=0-8-0 Max Horz 25=-390(LC 6) Max Uplift 25=31O(LC 8). 10=356(LC 8) Max Grav 25=2068(LC 14), 10=2283(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1542/360, 2-3=-1758/440, 34=1988/424, 4-5=-3495/646, 5-6=-2241/446, 6-7=-1521/344, 7-8=-1392/240, 24-25=1968/334, 1-24=17791357 BOT CHORD 21-24=-31/383, 20-21 =-1 81/346, 19-20=-71/1421, 17-19=48913447, 16-17=-441/3118, 14-16=-441/3118, 13-14=-11/269, 7-11=-346/154 WEBS 1-20=-201/1633, 2-20=-867/166, 2-19=-182/1250, 3-19=14/362, 4-19=-2094/405, 5-17=-74/539, 5-14=-1291/210,6-14=-42/812,11-14=-276/1909, 6-11=-1134/117, 8-10=-2020/330, 8-11=-299/1935 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed: end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) The Fabrication Tolerance at joint 3 = 12% 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 310 lb uplift atjoint 25 and 356 lb uplift at joint 10. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 34869 .•ORI• • C? �` Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East.Blvd. Tampa FL 33610 Date: May 14,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. '-=�' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ant a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Reed Res T23969397 J43060 A06 ROOF SPECIAL 1 1 Job Reference (optional) East coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:14 2021 Page 1 9-10-0 ID:?bBeR090C1HXoRKgzpo36wy3oO7-S5XXJTC6Xzpe21Xf3gnXCsfc5XBYuF7ezaw8XjzGpUV 11-7-0�-7-q 9.7-10 9-a,13 18-10-0 23-3-0 29-8-0 34$12 37-11-8 39-8-0 ' 1-7-01-0-0 7-0-10 0. -3 9-0-0 45-0 "_o 4-7.12 3-7-12 1-0-0 0-1-3 5x8 11 Scale = 1:87.9 5.00 F1T 5x1 23 21 20 25 4x10 = 5X6 WB 2x4 II 4x10 =14 27 5x10 =1tl 4x4 II 1 2x4 11 4x6 = 3x4 11 3x4 II 3x4 = 46 = 9-10-0 39-M 11-7-0�-7-0 9-7-10 9$n13 18-10-0 23-3,0 29-a-0 37-11-8 38-119 1-7-01 7-0-10 0- 9-0-0 45-0 0.5-0 8J-8 1 0-1-3 0-8-8 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) -0.26 16-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.52 16-18 >906 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.15 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 298 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-5,5-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 10-12 19-21,7-12: 2x4 SP No.3, 17-22,11-14: 2x4 SP No.1 WEBS 1 Row at midpt 1-23 WEBS 2x4 SP No.3 `Except' 2 Rows at 1/3 pts 3-18 10-13: 2x4 SP No.2, 1-23: 2x6 SP No.2, 8-9: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 23=0-8-0, 9=0-8-0 Max Horz 23=-407(LC 6) Max Uplift 23=312(LC 8), 9=308(LC 8) Max Grav 23=2082(LC 14), 9=2052(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1718/392, 2-3=-1733/391, 34=2980/585, 4-5=-2980/585, 5-6=-2597/484, 6-7=-1664/318, 7-8=-1676/277, 22-23=19541338, 1-22=1771/361, 8-9=1869/293 BOT CHORD 21-23=-262/47, 19-22=75/513, 18-19=239/398, 16-18=-405/3059, 15-16=-403/3066, 13-15=286/2280, 12-13=-10/408 WEBS 1-18=-201/1726, 3-18=2020/381, 3-16=0/351, 4-15=395/132, 5-15=156/964, ,�111.11111/�, 10 13=318/1805, 6-1 0=-1 049/179, 8-10=-268/1820, 2-18=-35/647 ouu`S NOTES- ,♦..%- ♦♦♦ .••�G ENS' •• �i� F•••• 1) Unbalanced roof live loads have been considered for this design. ♦ �r 2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; No 34869 Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber •: DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. • 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � �(/ �� •• 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 'n ; C� Q;: ��♦♦♦ will fit between the bottom chord and any other members, with BCDL = 10.0 sf. ••. 0 R IV 7) Provide connection (by others) of truss to bearing plate capable of withstanding 312 lb uplift at joint 23 and 308 lb upliftat �tiIII Q NSA„ E 9mechanical joint 1811111111210,4 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ® WARNING - Venfy 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 �' i• 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 ANSUrP11 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 s Truss Type Oty Ply Reed Res :1; J43060 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:15 2021 Page 1 ID:?b8eRO90C 1 HXoRKgzpo36wy3oO7-wH5vXpDklHxVfS6sdOlml4Cm—xWLdiZoCEgh3AzGpU U i1-7-0, 9-&13 16.11.8 27-4-8 27-9-8 33.48 37-11-8 $9-B-Oi 1.7-0 6-1-13 7-2.11 4-5-05.7-0 47-0 1-&8 Sx6 = 5.00 12 5x1 Scale = 1:86.9 24 22 21 26 4x10 = 2718 2x4 II 4x6 = 4x10 = 15 4x6 = 3x4 = 46 = 11 2x4 11 3x4 11 3x4 11 3x4 11 3x4 = 4x8 = 39-&0 i1-7-02-7-0 9-0-0 9$13 16-11-a 21-4-8 27-9-8 33-4-0 37-11-8 31-11-.a 1.7-01 (10- 6-9-0 0 - 3 7-2-11 45-0 6-5-0 5-7-0 47-0 NI-0 1 043.E Plate Offsets (X,Y)—[5:0-5-12,0-2-81,[10:0-2-810-2-81,120:0-0-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.69 Vert(LL) -0.20 19-20 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.36 19-20 >999 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(CT) 0.15 9 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 296 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-2: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 10-12 20-22,7-12: 2x4 SP No.3 WEBS 1 Row at midpt 3-19, 3-16. 1-24 WEBS 2x4 SP No.3 *Except* 10-13: 2x4 SP No.2, 1-24: 2x6 SP No.2, 8-9: 2x6 SP No.3 REACTIONS. (size) 24=0-8-0, 9=0-8-0 Max Horz 24=-411(LC 6) Max Uplift 24=-312(LC 8), 9=308(LC 8) Max Grav 24=2082(LC 14), 9=2055(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1714/391, 2-3=-1714/401, 3-4=2722/557, 4-5=-2722/557, 5-6=-2592/499, 6-7=-1736/338, 7-8=1700/280, 23-24=1940/342, 1-23=1756/363, 8-9=-1901/296 BOT CHORD 22-24=-303/34, 20-23=-54/581, 19-20=237/412, 17-19=333/2701, 16-17=332/2706, 14-16=-272/2261,13-14=-292/2129 WEBS 1-19=-190/1675, 2-19=-80/744, 3-19=1787/351, 3-17=01262, 4-16=-389/130, 5-16=-102/688, 6-14=-34/291, 6-13=303/104, 10-13=-274/1962, 6-10=-819/112, 8-10=-276/1864 C����I♦I NOTES- ,,,`��,�`"r♦us .••%r E NS •• ♦♦i ,V F•••• �� 1) Unbalanced roof live loads have been considered for this design. `*4 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; NO 34869 •� Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber = * DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. '0 : • a 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 �� v 0. Q`•%��,�� 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 ♦♦ ;C4 O R , Q 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 312 lb uplift at joint 24 and 308 lb uplift ♦ •• •.. �} at joint9. Its 0 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum IIIll sheetrock be applied directly to the bottom chord. Julius Lee PE Ne.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 bate: May 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall�v 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/17P/1 puagty Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty ResT23969399 J43060 A08 ROOF SPECIAL JPlyTRed Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:17 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7-sgDfxUF?quBDvlGEkpLEgVH1flF55c75fX9oB2zGpUS i1-7-0 i 9-8-13 18-11-8 23-4-8 29-9-8 32-&8 34-2.0 8-1-13 9-2-11 4-5-0 6.5.0 2-8-0 1.8.8 5x8 11 5,00 12 Scale = 1:81.4 22 20 1s [� 4x10 = 1a 24 1x4 II 14-4x10 = 25 3x4 = 10 4x4 = 3x4 — 2x4 11 2x4 11 2x4 11 3x4 11 3x4 = 4x6 = 34.2-0 1-7-0 2-7-q 94-0 9-8-d3 18-11-8 23-0-8 29-9-8 32-5-8 33-64 9-0 3 8-9-2.11 45-0 6-5-0 248-0 4-041 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 TCDL 15.0 Lumber DOL 1.25 BC 0.83 BCLL 0.0 Rep Stress Incr YES WB 0.86 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x6 SP No.2 *Except* 3-5,5-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 18-20,6-11: 2x4 SP No.3, 16-21,10-14: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 9-12: 2x4 SP No.2, 1-22,7-8: 2x6 SP No.3 REACTIONS. (size) 22=0-8-0, 8=0-8-0 Max Horz 22=-401(LC 6) Max Uplift 22=-266(LC 8), 8=-265(LC 8) Max Grav 22=1806(LC 14). 8=1745(LC 14) DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL)-0.2215-17 >999 240 MT20 244/190 Vert(CT) -0.43 15-17 >936 180 Horz(CT) 0.10 8 n/a n/a Weight: 275 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 9-11 WEBS 1 Row at midpt 3-17 2 Rows at 1/3 pts 1-22 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1446/346, 2-3=-1466/345, 3-4=1992/420, 4-5=-1992/420, 5-6=-723/193, 6-7=-739/169, 21-22=1697/294, 1-21=1496/314, 7-8=1648/269 BOTCHORD 20-22=-262/51, 18-21=-115/491, 17-18=-288/388, 15-17=291/2304, 13-15=290/2311, 12-13=-128/1033 WEBS 1-17=-148/1420, 2-17=17/453, 3-17=1374/274, 3-15=0/356, 3-13=-556/73, 4-13=395/151, 5-13=-223/1362, 9-12=11711069, 5-9=984/150, 7-9=-188/1395 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 266 lb uplift at joint 22 and 265 lb uplift at joint 8. 8) This truss design requires that a minimum of 7/16" structural woad sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,,,111111111lI���I `��� � )QUS ♦.` .••\G E NS No 34869 40" • p XO, ♦ . N AL Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformafion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply eed Res Tjob T23969400 J43060 A09 ROOF SPECIAL 1 Reference (optional) Last Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:44:18 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7-Lsnl9gFdbCJ4WvrQIWsTNigE38aOg4NEuBuLgVzGpUR 34-2-0 1-7-0 9-8-13 14-9-5 20-1138 25-0-8 31-9.8 3 1-7-0 8-1-13 5-c- 6-2-3 6-5-0 14" 5x5 = 5.00 12 4xl 21 19 18 23 4x10 = 15 24 4x4 = 13 4x10 = 4x4 II 10 3x4 = 4x6 = = 2x4 II 5x12 3x4 11 2x4 11 3x4 11 4x6 = 33-5-6 1-7-0 -7-q 9-" 9.8-d3 20-11-8 25-0-0 31-9-8 32-5,8 3A-2�0 0-0-43 11-2-11 4-5-0 6-5-0 -8 l�8- 1_" Scale = 1:81.4 d N uS IN LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.89 Vert(LL) -0.51 14-16 >789 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.86 14-16 >469 180 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 264 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-2: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 9-11 17-19,6-11: 2x4 SP No.3, 15-20: 2x4 SP M 31, 13-15: 2x4 SP No.1 WEBS 1 Row at midpt 3-16, 1-21, 5-9 WEBS 2x4 SP No.3 *Except* 9-12: 2x4 SP No.2, 1-21,7-8: 2x6 SP No.3 REACTIONS. (size) 21=0-8-0, 8=0-8-0 Max Horz 21=-403(LC 6) Max Uplift 21=-266(LC 8), 8=262(LC 8) Max Grav 21=1829(LC 14), 8=1729(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1458/338, 2-3=-1430/363, 3-4=2880/581, 4-5=-2033/409, 5-6=-772/193, 6-7=-838/186,20-21=-1731/290,1-20=1536/312,7-8=1617/266 BOT CHORD 17-20=-125/434,16-17=-288/388,14-16=-197/1793,12-14=-332/2542,11-12=0/262 WEBS 1-15=-12211425, 2-16=-88/659, 3-16=1107/281, 3-14=230/1384, 4-14=-709/254, 4-12=-872/104, 5-12=11/517, 9-12=278/1756, 7-9=-203/1442, 5-9=-1534/262 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 266 lb uplift at joint 21 and 262 lb uplift at joint 8. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. �ii 34869 i n .- .���,'�O Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/192020 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 ANS11TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969401 J43060 A10 ROOF SPECIAL 1 1 Job Reference (optional) East Coast i russ, m. Hterce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:44:20 2021 Page 1 ID:?bBeRO90C1HXoRKgzpo36wy3oO7-HFuoaWHt7pZomD-pQxuxS7vdkyGZl_wXLVNSINzGpUP i 2-7-0 9-8-13 16.1-12 22-11-8 27-2-8 33-M 34.2.0 2-7-0 ' 7-1-. 6.4.15 6-9-12 6.7.0 W. 4x1 5x5 = 5.00 12 23 21 �u 4x10 = 4x4 = 1x4 II 4x10 = 4x8 = 34-2-0 1 1-7-0 ,2-7-Oi 9-0-0 9$73 16-1-12 20-11-8 22-11-8 27-2-8 32.5-8 335$ 1-7.0 '1-0-0� G9-0 0 -13 6-0-15 4-9-12 2A-0 43-0 LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 TCDL 15.0 Lumber DOL 1.25 BC 0.78 BCLL 0.0 Rep Stress Incr YES WB 0.79 BCDL 10.0 Code FBC2020ITP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 `Except` 1-2: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 19-21,7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 8-9: 2x6 SP No.3, 10-13: 2x4 SP No.2, 1-23: 2x6 SP No.2 REACTIONS. (size) 9=0-8-0, 23=0-8-0 Max Horz 23=-403(LC 6) Max Uplift 9=-265(LC 8), 23=266(LC 8) Max Grav 9=1690(LC 14), 23=1815(LC 14) Scale = 1:69.9 m a5 A I� DEFL. in (loc) Udeft Lid PLATES GRIP Vert(LL) -0.20 18-19 >999 240 MT20 244/190 Vert(CT) -0.37 18-19 >999 180 Horz(CT) 0.12 9 n/a n/a Weight: 261 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 10-12 WEBS 1 Row at midpt 4-18, 5-16, 6-10, 1-23 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1411/343, 2-4=-1399/362, 4-5=2190/435, 5-6=-2008/386, 6-7=-752/174, 7-8=-736/169, 8-9=1547/263, 22-23=1643/299, 1-22=1483/318 BOT CHORD 21-23=320/30, 19-22=-98/589, 18-19=281/405, 16-18=229/1948, 14-16=393/2650, 13-14=-392/2656, 7-10=-262/104 WEBS 1-18=-133/1357, 2-18=74/584, 4-18=1288/268, 4-16=63/804, 5-16=-954/200, 5-13=-1097/175, 6-13=45/627, 10-13=274/1760, 6-10=1538/261, 8-10=272/1640 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x4 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 265 lb uplift at joint 9 and 266 lb uplift at joint 23. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,,�1111111/11/�I US .% No 34869 41 OR I SOON Al.00"``. ���11111111/1��, Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ®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 onlywith MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��®A a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall SHE building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Duality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969402 J43060 All ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:44:212021 Page 1 ID:7b8eRO9OC1 HXoRKgzpo36wy3oO7-IRSAnsIVu7heNNZ?zePA?LSooMb_1 Siga97?HgzGpUO i t-7.0 i 9-B-13 17.6.5 i 24.11-8 28-2-8 32.5:8 34-2-0 1-7-0 8.1-13 7-9-8 7-5-3 4-3-0 5x6 = 5.00 12 Scale = 1:70.0 22 20 in 4x10 = 5x6 WB= 5x8 = 2x4 II 48 = 5x8 = 34-2-0 1-7-0 ,2-7-0 9-0-0 9$13 17E5 2411-8 28-2-8 32.5-8 33-5-8 �7-0 19 6-9-0 • 3 7-9-8 7-5-3 3-3-0 4-3-0 1T�1 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 TCDL 15.0 Lumber DOL 1.25 BC 0.83 BCLL 0.0 Rep Stress Incr YES WB 0.76 BCDL 10.0 Cade FBC20201TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-2: 2x6 SP No.2 BOT CHORD 2x4 SP No.1 'Except' 19-22,9-10: 2x4 SP No.2, 18-20,7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 8-9: 2x6 SP No.3, 10-13: 2x4 SP No.2, 1-22: 2x6 SP No.2 OTHERS 2x4 SP No.3 DEFL. in floc) I/deft L/d PLATES GRIP Vert(LL) -0.27 13-15 >999 240 MT20 244/190 Vert(CT) -0.61 13-15 >666 180 Horz(CT) 0.12 9 n/a n/a Weight: 246 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 10-12 WEBS 1 Row at midpt 4-17, 5-15, 1-22 REACTIONS. (size) 9=0-8-0, 22=0-8-0 Max Horz 22=-406(LC 6) Max Uplift 9=-265(LC 8), 22=267(LC 8) Max Grav 9=17l l(LC 14), 22=182l(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=1423/345, 2-4=-1419/357, 4-5=2437/450, 5-6=-22191378, 6-7=951/190, 7-8=-932/184, 8-9=1575/257, 21-22=1650/297, 1-21=1491/319 BOT CHORD 20-22=-305/38, 18-21=74/566, 17-18=266/405, 15-17=263/2123, 13-15=-454/2855 WEBS 1-17=-138/1375, 2-17=-54/542, 4-17=1412/282, 4-15=24/770, 5-15=-856/215, 5-13=-1120/256, 6-13=-59/692, 10-13=260/2100, 6-1 0=1 529/228, 8-10=275/1736 ,vIIIIIII/II/III NOTES- -you S C�F ��j♦i 1) Unbalanced roof live loads have been considered for this design. ,,,�� G E N ••'• '�\ SF•'•• ♦♦ 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; �� • Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber � NO 34869 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 3x4 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. •� � ••••'c� 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. ♦ Si '•• •0 R• •.. `t�,� 8) Providemechanical connection (by others) of truss to bearing plate capable of withstanding 265 lb uplift at joint 9 and 267 lb uplift at I♦�'s NIA' joint 1O ,1";`,r,� 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 604 6904 Parke East Blvd. Tampa FL 33610 Date:. May 14,2021 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 indlAdual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall iGC.��YLyp building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see 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 Reed Res T23969403 J43060 Al2 ROOF SPECIAL GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:23 2021 Page 1 ID:7b8eR090C1 HXoRKgzpo36wy3oO7-hpawCYJmQkxMdgjO53Se4mX659H5VIsz1Tc6MizGpUM i 2.7.0 9.8.13 i 14.6.8 i 18.6-5 19-9-q 26-11-8 30.2-8 i 33.5.8 3A-2�0 2.7-0 7-1-13 4-9-11 3-11-13 -2.11 7-2-8 3-3-0 3.3-0 •8- 4x1 5x6 = 5.00 FIT Scale = 1:72.1 23 21 to 4x10 = 4x4 = 4x6 = 5x6 = 1x4 II 4x6 = 34-2-0 1 1-70 ,2-7-0, 94-0 9$i3 1&6-5 2411-8 26.11.8 30-2-8 32-5-8 73-5-6 1-7-0 h-0-0' 6-9-0 Ok- 3 8-9-8 6b-3 2-0-0 33-0 2-3-0 -0-0' 0-8-8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 TCDL 15.0 Lumber DOL 1.25 BC 0.86 BCLL 0.0 Rep Stress Incr NO WB 0.97 BCDL 10.0 Code FBC20201TPI2014 Matrix -MS LUMBER - TOP CHORD 2x6 SP No.2 *Except* 2-3: 2x4 SP No. 1, 5-7: 2x4 SP No.2, 3-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 'Except* 20-23,8-12: 2x4 SP No.2, 19-21,9-11: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except* 7-8: 2x6 SP No.3, 1-23: 2x6 SP No.2, 12-14: 2x4 SP No.2 REACTIONS. (size) 8=0-8-0, 23=0-8-0 Max Horz 23=-408(LC 30) Max Uplift 8=350(LC 8), 23=273(LC 8) Max Grav 8=1750(LC 37), 23=1826(LC 37) DEFL. in floc) Vdefl Ud PLATES GRIP Vert(LL) -0.18 16-18 >999 240 MT20 2441190 Vert(CT) -0.38 14-16 >999 180 Horz(CT) 0.12 8 n/a n/a Weight: 237 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-23 8-7-10 oc bracing: 14-16. 10-0-0 oc bracing: 8-9 WEBS 1 Row at midpt 4-18, 5-16, 1-23 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1432/348, 2-4=-1441/358,4-5=-2640/489, 5-6=-2499/507,6-7=-2525/504, 7-8=-1497/343, 22-23=1646/303, 1-22=-1507/324 BOT CHORD 21-23=-273/39, 19-22=-84/522, 18-19=254/392, 16-18=319/2299, 14-16=529/3196, 13-14=-85/421, 11-13=-77/359, 9-12=280/83 WEBS 1-1 8=-1 48/1403, 2-18=-46/517, 4-18=15241332, 4-16=7/687, 5-16=-956/224, 5-14=-597/185, 5-12=-947/188, 12-14=456/2873, 7-12=518/2758 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x4 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 350 lb uplift at joint 8 and 273 lb uplift at joint 23. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 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 'twill 1111/j.I ,,♦��``� 3%-Ju S CEO ���, ••�'\G E N SA' �• 34869 � r �.3 �.. r � • • -.OR ��P•�N'% �0NAlL�N�`,, `♦ Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 Continued on page 2 ,& 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 ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969403 J43060 Al2 ROOF SPECIAL GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:23 2021 Page 2 ID:7b8eR090C1 HXoRKgzpo36wy3oO7-hpawCYJmQkxMdgjO53Se4mX659H5VIsz1Tc6MizGpUM LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 2-5=70, 5-7=70, 21-23=-20, 20-21=20, 11-19=20, 10-11=-20, 8-9=-20 Concentrated Loads (lb) Vert: 24=64(B) 25=64(B) ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/f Duality Cilter/e, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969404 J43060 A13G PIGGYBACK BASE GIRDE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:24 2021 Page 1 ID:?b8eR090C1 HXoRKgzpo36wy3oO7-908JPuKOB24DEglafnztcz4GkZdKEIE7G7Lfu8zGpUL i 7-3-0 14-2-8 19.0.13 i 23-11-2 31-4-9 38-10-0 41-10.74 46.10.0 ' 7.3.0 ' 6-11-8 4-10.5 4-10.5 7-5-7 7-5.7 3-0-14 4-11-2 Scale=1:85.5 TOP CHORD UNDER PIGGYBACKS 5.00 12 TO BE LATERALLY BRACED BY 5x8 = 2x4 II 5x8 = PURLINS AT 2-0-0 OC. MAX. TYPICAL. d 9 v I 3x4 = 3x8 = 4x10 4x10 = 14 13 12 5x12 = 4x10 = 3x4 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-6,6-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 9-14: 2x8 SP No.3 WEBS 2x4 SP No.3 *Except* 11-12: 2x6 SP No.3, 13-15: 2x4 SP No.2 41-10-14 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TC 0.88 Vert(LL) -0.15 16-18 >999 240 MT20 2441190 BC 0.86 Vert(CT) -0.29 16-18 >999 180 WB 0.96 Horz(CT) 0.06 12 n/a file Matrix -MS Weight: 324 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals, and 4-0-0 oc purlins (4-3-14 max.): 4-6, 10-11. BOT CHORD Rigid ceiling directly applied or 4-6-5 oc bracing. WEBS 1 Row at midpt 2-21, 5-20, 6-18, 8-18 REACTIONS. (size) 12=0-8-0, 24=Mechanical, 14=0.4-0 Max Horz 24=288(LC 24) Max Uplift 12=-224(LC 10), 24=-324(LC 25), 14=591(LC 8) Max Grant 12=479(LC 17). 24=1985(LC 13), 14=3085(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2141/387, 2-4=-2175/472, 4-5=2044/497, 5-6=-2044/497, 6-8=-2223/486, 8-9=-2244/442, 9-10=1131757, 10-11=260/259, 11-12=-432/264, 1-24=1876/347 BOT CHORD 23-24=269/247, 21-23=-145/2057, 20-21=105/2033, 18-20=121/1972, 16-18=-203/1932, 15-16=576/171, 14-15=-3048/597, 9-15=-2469/497 WEBS 2-23=-597/198, 4-21 =-1 01283, 4-20=72/378, 5-20=-361/114, 6-20=-61/368, 6-18=22/318, 8-16=-612/183, 9-16=342/2558, 13-15=2921348, 10-15=-827/251, 10-13=-274/421, 11-13=-288/256, 1-23=-312/2034 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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 3x6 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 224 lb uplift at joint 12, 324 lb uplift at joint 24 and 591 lb uplift at joint 14. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 395 lb down and 242 lb up at 40-3-4. 395 lb down and 227 lb up at 41-10-14, and 166 Ib down and 114 lb up at 43-11-4, and 200 lb down and 155 lb up at 45-11-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 ZOAD`ZASEMV—Stands 50-lus CFF��i�i %%% �•��G E IV3F•.% ♦i= N 34869 C ON AL E���`• 11111111j1"` Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: ® 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 ANSVTP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Mav 14,2021 Job Truss Truss Type Qty Ply Reed Res T23969404 J43060 At3G PIGGYBACK BASE GIRDE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:25 2021 Page 2 ID:7b8eR090C1HXoRKgzpo36wy3o07-dCihdEL0yLC4s_tnCUU69BcRUzyZzCUGVn5DQbzGpUK LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-4=70, 4-6=70, 6-10=70, 10-11=70, 15-24=20, 12-14=20 Concentrated Loads (lb) Vert: 10=315 27=315 28=91 29=-137 ® WARNING - Verily 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 Mal' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Plf 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 Reed Res T23969405 J43060 A14 PIGGYBACK BASE 3 1 Job Reference (optional) East Goast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:26 2021 Page 1 ID:?b8eR090C1 HXoRKgzpo36wy3o07-6OF3gZMejfKxUSSzmC?LiO9brNKOifkPiRgmy1 zGpUJ i 2-7-0 i 7-40 12-1.0 142-8 , 19-0.13 23.11-2 31-4-9 38-10.0 42-8-0 46.6.0 48-8-8 ' 2-7-0 4-9-0 2.1.9 ' 4-10-5 4.to 7-5-7 7-5-7 3.10.0 3-10-0 2-2.8 5.00 12 5x5 = US = 5x5 = 36 5 37 3x4 II 3x4 II 4x6 = 4x10 = 4x10 = 16 15 14 4x6 = 3x4 II 4xl0 = 2x4 11 3x4 II 4x6 = 48-8-6 1-7-0 -7 74-0 12-1-0 142-8 19-0.13 23-11-2 31-0-9 38-10-0 3 42-8-0 46-6-0 46,10.0 1-7-0 49-0 49-0 2-1-8 410.5 410.5 7-5-7 7-5-7 0. -0 3-8-0 3-10-0 0-140 1.10.8 Scale = 1:88.9 0 0 13 I- Ii N LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.15 18-20 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.32 18-20 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.12 16 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix -AS Weight: 335 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals, and BOT CHORD 2x4 SP No.2 *Except* 4-0-0 oc purlins: 4-6. 28-30,4-23: 2x4 SP No.3, 10-16: 2x8 SP No.3 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 23-25 15-17,1-32,22-25: 2x4 SP No.2, 12-14: 2x6 SP No.3 WEBS 1 Row at midpt 2-25, 5-25, 5-20, 5-22 REACTIONS. (size) 32=Mechanical, 16=0-4-0, 14=0-8-0 Max Horz 32=231(LC 7) Max Uplift 32=-297(LC 8), 16=-402(LC 8), 14=-68(LC 8) Max Grav 32=2017(LC 13), 16=2717(LC 14), 14=339(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2542/381, 24=2433/452, 4-5=2159/448, 5-6=1939/456, 6-8=2172/455, 8-10=-2143/393, 10-11=-83/765, 31-32=-2007/261, 1-31 =1 845/316 BOT CHORD 28-31=-74/428, 27-28=-218/394, 25-27=125/2425, 20-22=-93/2096, 18-20=143/1831, 17-18=-588/151, 16-17=-2660/414, 10-17=-2366/419, 4-25=-34/561 WEBS 1-27=-325/2135, 2-27=-455/183, 5-25=37/310, 5-20=-374/36, 6-20=-25/446, 8-18=-626/173, 10-18=-313/2576, 11-17=-596/147, 12-14=-257/91, 5-22=276/51, 22-25=-80/2082 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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 3x6 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 297 lb uplift at joint 32, 402 lb uplift at joint 16 and 68 lb uplift at joint 14. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. {{{11111►III lob No 34869 10 . tk'441� OR I i, /ONA�{E���` Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. '-'�° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��-G�G.G�7YYYCCCq 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/fPI1 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 Reed Res T23969408 J43060 A15G HIP GIRDER 1 Job Reference (optional) • East Coast Truss, Ft. Pierce, FL - 34946, ' 2-7-0 ' 4.9.0 4-9-0 '2-1-8 ' 3.5.8 ' 5.00 12 6x8 = 5x6 = 4x6 i�-' 5 34 35 6 4x4 � 4 1A 3 6x6 7x8 2 1 6.430 S Apr 20 2021 MrreK Industries, Inc. Thu May 13 19:44:30 2021 Page 1 ID:7b8eRO9OC1HXoRKgzpo36wy3oO7=AVagxP9mugNyllk714HsEKHg_eYeTZ?e3o_5ozGpUF k") SUPPLEMENTARY BEARING'PLATES, SPECIAL ANCHORAGE, OR OTHER MEANS TO ALLOW FOR THE MINIMUM REQUIRED SUPPORT Scale: 1/8" 1' WIDTH (SUCH AS COLUMN CAPS, BEARING BLOCKS, ETC.) 6x6 = ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER 7 OR THE BUILDING DESIGNER. 4x4 8 6x6 4x6 --HUS26 10 8x12 >SZ1 4x10 13 2 27 HUS26 33 31 30 HUS26 6xAV _ 40 Special 42 44 43 45 59 46 22 47 48 49 20 50 1951 52 53 1 I 25 2.57112 23 21 18 1 8x8 - 7x8 = 10x10 = 55 HUS26 Sx10 I _ 6x12 M18SHS =HUS26 6x8 = 6x12 = (++) 16 15 14 6x16 II HUS26 8x1- 6x8 = = 7x6 HUS26 HUS26 HUS26 HUS26 HUS26 6x8 M18SHS II 7x8 = 5x6 II HUS26 HUS26 HUS266 HUS26 HUS26 8x12 = 8x8 = HUS26 HUS26 HUS26 HUS26 Special "Special" indicates special hanger(s) or other connection devices) required at location(s) HUS26 shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. 14.2-8 i 2-7-0 , 7-4-0 12-1-0 10-4-14 1 17-10 23-11-2 31-4 9 34-8-11 3W 39,0-0 42-8-4 46-112 ' 2-7-0 ' 49-0 ' 490 1.3-14 r 3-5-9 r 632 7_, 3-2-2 4-3-6 0- -0 3414 4.1-12 IvI� Plate Offsets (X,Y)- [1:0-4-0,0-2-12], [10:0-3-0,Edge], [11:0-4-8,Edge], [15:0-4-0,0-5-0], [16:0-5-12,0-0-2], [17:0-10-0;0-5-4], [18:0-5-0,0-2-8], [19:0-5-0,0-6-0], [21:0-3-8,0-6-4] ,123:0-6-8,0-4-8],[24:0-6-0,0-3-121,127:0-2-8,0-4-121 [28:0-3-8,0-4-4] [29:0-8-0 0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.85 Vert(LL) -0.29 24-27 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.61 24-27 >766 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(CT) 0.16 16 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MS Weight: 910 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 'Except` TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins, 10-13: 2x4 SP No.2 except end verticals. BOT CHORD 2x8 SP SS *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 30-33: 2x6 SP No.2, 26-32,24-26: 2x6 SP DSS 6-0-0 oc bracing: 17-18,15-16 11-16,14-16: 2x8 SP No.2, 6-23: 2x6 SP No.3, 23-24: 2x6 SP SS 3-5-6 oc bracing: 16-17. WEBS 2x4 SP No.3 *Except* 6-0-0 oc bracing: 6-23 9-19,2-27: 2x4 SP No.2, 15-17: 2x6 SP No.3, 1-33,13-14: 2x8 SP No.3 10-0-0 oc bracing: 28-29 1-28: 2x4 SP No.1, 11-18: 2x4 SP M 31 REACTIONS. (size) 33=0-8-0, 16=0-4-0 (req. 0-9-10), 14=0-8-0 Max Horz 33=-322(LC 6) Max Uplift 33=2188(1_13 8), 16=2951(LC 8), 14=204(LC 21) Max Grant 33=12014(LC 29), 16=16327(LC 2), 14=95(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8882/1611, 2-3=14837/2678, 3-5=-14421/2694, 5-6=-13432/2460, 6-7=1269412359, 7-8=-13086/2443, 8-9=-12001/2250, 9-11=-8580/1607, 11-12=-880/4919, 12-13=-218/1336, 32-33=-11739/2129, 1-32=-10805/1957, 13-14=1701725 BOT CHORD 29-32=-397/955, 28-29=-397/955, 27-28=-1358/8235, 24-27=-2243/13813, 21-23=-1899/11974, 19-21=1906/11536, 18-19=1306/7843, 17-18=-4601/930, ,��``v��US ��,,��� J ,mot 16-17=-15953/2901, 11-17=12706/2349, 15-16=1292/235, 6-23=2086/370, 23-24=-2079/13402 •'V E NS4S' '4i �� ; WEBS 3-27=-466/423, 3-24=781/258, 7-23=178/1423, 7-21=676/3645, 8-21=-230/862, 34869 •: B-19=-1609/249, 9-19=-895/5519, 15-17=-83/619, 12-17=39411776, 12-15=401/2423, 13-15=-1409/273, 6-24=-361/2040, 29-31=-413/1924, 5-24=-862/5146, 2-28=6004/1073, * : 2-27=-1142/6781, 1-28=-1828/10161, 9-18=-6132/1104, 11-18=-2593/14407 7NI NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top follows: 2x6 2 Q �•, �(j i�,� Q;� chords connected as - rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 04-0 oc, 2x8 2 0-4-0 •, Q �_,�� R - rows staggered at oc. Webs *0 connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to "Fit 111111���` 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. Julius Lee PE No.34869 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; MiTek USA, Inc. FL Cert 6634 Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber 6904 Parke East Blvd. Tampa FL 33610 DOL=1.60 plate grip DOL=1.60 Date: 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific May 14,2021 to the use of this truss component. COn1bed0wntpageaZy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with 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�a 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 ANSVTP/f 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 Reed Res T23969406 J43060 A15G HIP GIRDER 1 n L Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34945, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:44:31 2021 Page 2 ID:?b8eR090C1 HXoRKgzpo36wy3oO7-SM3ytHPnXByEavKwZlbWOSsSQOznNwpBtjYXeEzGpUE NOTES- 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 10) WARNING: Required bearing size at joints) 16 greater than input bearing size. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2188 lb uplift at joint 33, 2951 lb uplift at joint 16 and 204 lb uplift at joint 14. 12) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 4-G-0 oc max. starting at 0-9-4 from the left end to 44-9-4 to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1088 lb down and 217 lb up at 2-7-0, and 1115 lb down and 205 lb up at 14-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=70, 5-7=70, 7-13=70, 30-33=-20, 24-29=20, 23-25=20, 17-23=20, 14-16=20, 23-24=-20 Concentrated Loads (lb) Vert: 30=-1088(B) 26=-1008(B) 24=-998(B) 18=998(B) 36=-1097(B) 38=1086(B) 39=1063(B) 40=-994(B) 41=994(B) 44=998(B) 45=-998(B) 46=998(B) 47=-1012(B) 48=1016(B) 49=-1016(B) 50=1016(B) 52=-1006(B) 53=998(B) 54=998(B) 55=-998(B) 56=979(B) 57=979(B) 58=979(B) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. �* Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not[��' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall �i/.Y iTek• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the A 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 ln/ormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Reed Res T23969407 J43060 B01G COMMON GIRDER 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:32 2021 Page 1 ID:?b8eR090C1 HXoRKgzpo36wy3oO7-wYdK5dQPIV45C3v77S61xfPfQoPV6ON16NH5AhzGpUD 2-2-8 7-4-12 13-4-2 13r8i14 19-8- _ , __ _ 24-10-8 27-1-0 2-2 8 5-2-4 5-11-6 0 4 2 5-11.6 5-2-4 2-2-8 R 4,x6= p 5.00 12 Iq2 Scale: 1/4"=1' 16 15 13 11 10 3x4 3x8 II axis = 4x6 = 3x8 = 4x6 8x8 = 3x8 11 3x4 = = NAILED HUS26 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020frP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 7-11,8-10,3-15,2-16: 2x6 SP No:3 REACTIONS. (size) 10=0-8-0, 16=0-8-0 Max Horz 16=-156(LC 23) Max Uplift 10=-519(LC 8), 16=582(LC 8) Max Grav 10=2081(LC 1), 16=2081(LC 1) HUS26 NAILED CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TC 0.71 Vert(LL) -0.08 11-13 >999 240 MT20 244/190 BC 0.58 Vert(CT)-0.1711-13 >999 180 WB 0.95 Horz(CT) 0.04 10 n/a n/a Matrix -MS Weight: 166 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2908/764, 3-5=-2032/559, 5-7=2032/560, 7-8=-2908/776 BOT CHORD 15-16=-184/317, 13-15=-633/2622, 11-13=-645/2622 WEBS 5-13=-276/1063, 7-13=-981/339, 7-11=232/443, 8-11=609/2501, 8-10=1829/511, 3-13=-981/325, 3-15=-232/449, 2-15=646/2501, 2-16=1829/538 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 pall 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 519 lb uplift at joint 10 and 582 lb uplift at joint 16. 7) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 12-3-8 oc max. starting at 7-4-12 from the left end to 19-8-4 to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) "NAILED" indicates 3-10d (0.148"xY) or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5=70, 5-9=70, 17-20=-20 Concentrated Loads (lb) Vert: 11=-837(F) 15=837(F) 23=-1O(F) 24=-1O(F) 25=-15(F) 26=15(F) Ii 3LI0.S CFF��i�i .� GEN3 '.� No 34869 �i is�1NA11 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSYTP/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 Type Qly Ply Reed Res TB'02ssu T23969408 J43060 ATTIC 18 1 Job Reference (optional) Last Coast 1 russ, Ft. Pierce, FL - 34945, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:34 2021 Page 1 ID:?b8eRO90C 1 HXoRKgzpo36wy3o07-txk4WlSfg6KoRN3VEtOD04Uymb?UaPKbZhnBEZzGpUB 4-9-2 9-412 1p-0-011-414 13-6.8 15.8.2 17-1-017-8-A 22-3-14 27-1-0 ' 49-2 ' 47.10 6-7-4 1-414 ' 2-1-10 ' 2-1-10 ' 1-414 7 4-7-10 49-2 4x6 = 5.00 12 Scale = 1:45.2 3x4 = 3x6 = 4xb = 4x6 = 4x6 = 4x6 = Us _ 3x4 9-4-1 24-10-8 13 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 0.91 BC 1.00 WB 0.48 Matrix -AS DEFL. in (loc) Vdefl Ud Vert(LL) -0.25 16-17 >999 240 Vert(CT) -0.41 16-17 >665 180 Horz(CT) 0.05 14 n/a n/a Attic -0.18 16-17 547 360 PLATES GRIP MT20 244/190 Weight: 141 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 15-18: 2x6 SP No.2 JOINTS 1 Brace at Jt(s): 20 WEBS 2x4 SP No.3 *Except* 6-8: 2x4 SP No.2, 2-19,12-14: 2x6 SP No.3 REACTIONS. (size) 19=0-8-0, 14=0-8-0 Max Horz 19=-157(LC 6) Max Uplift 19=-157(LC 8), 14=93(LC 8) Max Grav 19=1464(LC 14), 14=1464(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1919/17, 5-6=1698/48, 8-9=-1699/48, 9-11 =-1 920/18 BOT CHORD 17-19=-3/1487, 16-17=0/1726, 14-16=26/1370 WEBS 9-16=0/342, 11-16=0/477, 5-17=01342, 3-17=0/476, 6-20=-1850/89, 8-20=-1850/89, 3-19=-19191137, 11-14=1918/102 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber ,��� v��Us DOL=1.60 plate grip DOL=1.60 ,� I� 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,�� ,•'�G E N S ••. �i� ••• to the use of this truss component. `� V F vo� 4) 150.0Ib AC unit load placed on the interior chord, 13-6-8 from left end, supported at two points, 5-0-0 apart. No 34869oo •: 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) Ceiling dead load (5.0 psf) on member(s). 5-6, 8-9, 6-20, 8-20 = �r 8) Bottom chard live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-17 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 157 lb uplift at joint 19 and 93 lb uplift at .0 joint 14. .0 �� < 0 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum R I'-'`�� sheetrock be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969409 J43080 B03 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:44:35 2021 Page 1 ID:?b8eR090C1 HXoRKgzpo36wy3o07-L71TjeTHbQSf3WeiobfSZ117X?LjJj?koLWInOzGpUA a-9 z 9-4- 1z o a n-a 1a t3 0 o tat-o tsaz n-t-o 7- zz-3 to z7-t-o 49.2 47-10 7- 1-4.14 1-7-2 1-1-0 1-7-2 1-4-14 7 4-7-10 4-9-2 5.00 FIT 4x4 = 4x4 = 7 8 3vd = Scale = 1:46.8 14 Iao 0 3x4 = 3x6 = 4xti = 4x6 = 4x6 = 4x6 = 3x6 = 3x4 = 1-12 8 2r2i8 94-12 17-84 24-10-8 2$ 2r8 27-1-0 1-10-8 09 7-2-4 8-3-8 7-2-4 0-4 1-10-8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.24 17-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.41 17-18 >668 180 BCLL 0.0 Rep Stress Incr YES WE 0.96 Horz(CT) 0.05 15 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Attic -0.18 17-18 560 360 Weight: 141 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 16-19: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 6-9: 2x4 SP No.2, 2-20,13-15: 2x6 SP No.3 REACTIONS. (size) 20=0-8-0, 15=0-8-0 Max Horz 20=151(LC 6) Max Uplift 20=-157(LC 8), 15=93(LC 8) Max Grav 20=1465(LC 14), 15=1465(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1917/17, 5-6=1697/48, 7-8=0/271, 9-10=1698/48, 10-12=1918/18 BOT CHORD 18-20=-3/1483, 17-18=0/1725, 15-17=26/1371 WEBS 3-18=0/477, 5-18=0/341, 6-21=-1895/88, 21-22=-1880/90, 9-22=1896/88, 10-17=0/341, 12-17=01478, 3-20=-1922/137, 12-15=1920/102 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 150.01b AC unit load placed on the interior chord, 13-6-8 from left end, supported at two points, 5-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 5-6, 9-10, 6-21, 21-22, 9-22 9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 17-18 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 157 lb uplift at joint 20 and 93 lb uplift at joint 15. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. .� G E N 34869 i�' : 44/ 40 C? ,i, 1ONA� ♦ . ,10 Julius Lee PE No.34869 MiTek USA, Inc. FL Cent6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUrPlf Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Reed Res T23969410 J43060 B04 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:36 2021 Page 1 ID:7b8eR090C1 HXoRKgzpo36wy3oO7-pKsrx_TwMkaWggDuMIAh5VaNYPh821tu17GIJSzGpU9 10-0-0 17.E-4 49.2 e-9.2 9-4.12 11-a0 16-1.0 17-1-0 1a•3.1p 22-3-14 27-1-0 49-2 3-11-15 7-1 1.0.0 5.1.0 1-0.0 -7 3-11-15 4.9-2 0.7-4 0-7-10 Scale = 1:46.0 6x6 6x6 dve 5 23 24 6 d 3x4 = 3x6 = 4Xt' — 4x6 = 4x6 = 4Xb = 3x6 = 3x4 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 0.64 BC 0.98 WB 0.47 Matrix -AS DEFL. Vert(LL) Vert(CT) HOrz(CT) Attic in (loc) I/deft Ud -0.22 13-14 >999 240 -0.37 13-14 >744 180 0.05 11 n/a n/a -0.15 13-14 663 360 PLATES GRIP MT20 244/190 Weight: 142 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 5-6: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* 12-15: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-16,9-11: 2x6 SP No.3 REACTIONS. (size) 16=0-8-0, 11=0-8-0 Max Horz 16=128(LC 6) Max Uplift 16=-157(LC 8), 11=93(1-13 8) Max Gram 16=1466(LC 14),11=1466(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1920/22, 4-5=1710/53, 5-6=-1692/68, 6-7=-1711/52, 7-8=-1921/21 BOT CHORD 14-16=0/1461, 13-14=0/1736, 11-13=24/1367 WEBS 3-14=0/505, 4-14=0/334, 7-13=0/334, 8-13=0/507, 3-16=-1927/131, 8-11 =-1 926/99 NOTES- 1) Unbalanced roof live loads have been considered for this design. %J111111/1,, 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS left left Lumber ��%L�US (directional); cantilever and right exposed ; end vertical and right exposed; DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project ,�� .-V) E N S+'• engineer responsible for verifying applied roof live load shown covers rain loading requirements specificF�'•. • to the use of this truss component. . N 34869 •� 4) 150.01b AC unit load placed on the top chord, 13-6-8 from left end, supported at two points, 5-0-0 apart. * 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. f• 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-6, 6-7 t (/ 9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 i��'�' .• Q`.• ��� R 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 157 lb uplift at joint 16 and 93 lb uplift 0 ����i,, jointat 0 N A%- �?�,, 11) Thistruss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum �8111111/10 sheetrock be applied directly to the bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Julius Lee'PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. May 14,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. * Design valid for use only with MI7ek® 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 ■.Y■■ 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 ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969411 J43060 BOS ATTIC 1 1 Job Reference o liana/ East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:44:37 2021 Page 1 ID:?b8eR090C1 HXoRKgzpo36wy3oO7-HWQD8KUY71 iNlgo4v?iwej6UOp49nlZ1 Ff?rruzGpU8 9.4-12 15.0.0 17-&4 4-5-11 8:3-2 0.0 13.9.2 1 0 1&a8 17-1-0 1 -3-1 22-3-14 27-1-0 3-97 8-1 4.4.6 0- - 4 1-0-8 1-0.6 7. 3-11-15 4.9.2 0-4-12 1-0-0 0-7-10 Scale: //4'-1' R 5.00 12 7x6 = 3x4 = 5x5 7 sva a 3x4 = Us 5x6 WB = 3x4 = 3x6 = 3x4 = 3x4 = 4x6 = 1-10.8 24-10-8 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 0.85 BC 0.81 WB 0.51 Matrix -AS DEFL. in (loc) I/deft Ud Vert(LL) -0.20 12-14 >999 240 Vert(CT) -0.31 14-15 >887 180 Horz(CT) 0.05 12 n/a n/a Attic -0.15 14-15 685 360 PLATES GRIP MT20 244/190 Weight: 146 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-5,5-8: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 'Except' 13-16: 2x6 SP SS WEBS 2x4 SP No.3 *Except* 2-17,10-12: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 17=0-8-0, 12=0-8-0 Max Horz 17=-129(LC 6) Max Uplift 17=-203(LC 8). 12=169(LC 8) Max Grav 17=1557(LC 14), 12=1695(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-5=2331/146, 5-6=-2178/162, 6-8=1658/99, 6-7=575/95, 7-8=611/100, 8-9=-2380/161 BOT CHORD 15-17=-37/1358, 14-15=34/2213, 12-14=-103/1554 WEBS 3-15=-0/1113, 9-14=0/814, 3-17=-1838/184, 2-17=-329/97, 9-12=2100/180 NOTES- 1) Unbalanced roof live loads have been considered for this design. ,111//11111/��� 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; ♦♦� ••'�G E NW'-. io F ••• Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber ♦ V DOL=1.60 plate grip DOL=1.60 34869 3 BuildingDesigner / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific p 9 PP g q* to the use of this truss component. :• 4) 150.01b AC unit load placed on the tap chord, 13-6-8 from left end, supported at two points, 5-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. � O 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. Q Q;: ��',♦♦ �.• O f3 IV.` 8) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-8, 6-7. 7-8 �� s �I • • • • • 9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15 ON AL 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 lb uplift at joint 17 and 169 lb uplift Iti �1111111111� at joint 12. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Julius Lee PE No.34869 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cart 6634 12) Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6904-Parke East Blvd. Tampa FL 33610 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Date: May 14,2021 A WARNING - Venfy 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 pp' 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/rP/i Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969412 J43060 B06 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:39 2021 Page 1 ID:7b8eR09DC1HXoRKgzpo36wy3oO7-DuYzZOWoffy5X8xT1QkOjBCgDcjvFctlgyUywnzGpU6 17.8-4 2-2-8 7-0.0 9.412 12-0.0 13-&2 15-0.0 16.0-8 17-1-0 1a-3-tll 22-2-13 27-1.0 2-2-8 -9-8 2.412 2-7-4 1-9-2 1-2.14 1-0-8 1-0.8 -7- 3.10.15 410-3 0-7-10 Scale = 1:46.8 3x4 = 2x4 II axo vvo - Sx5 = 3x4 = 3x4 = 3x4 = 0 3x4 17-8-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Attic 4x6 = 4x1u = in (loc) I/defl Ud -0.3315-16 >817 240 -0.72 15-16 >378 180 0.04 13 n/a n/a -0.19 15-16 510 360 i � I LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 6-8: 2x4 SP M 31, 8-12: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 *Except* 12-14: 2x4 SP No.1, 14-17: 2x6 SP SS WEBS 2x4 SP No.3 "Except' 2-19,11-13: 2x6 SP No.3, 7-9: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 19=0-8-0, 13=0-8-0 Max Horz 19=128(LC 7) Max Uplift 19=146(LC 8), 13=89(LC 8) Max Grav 19=1474(LC 14), 13=1463(LC 15) FORCES. (lb) -Max. Camp,/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1894129, 3-4=2049/0, 4-5=2056/0, 5-7=1998/31, 7-8=77/455, 8-9=66/374, 9-10=-2212/18, 11-12=-51/297 BOT CHORD 16-1 8=0/1 766, 15-16=012073, 13-15=15/1278 WEBS 2-19=-1418/153, 2-18=-5/1701, 3-16=0/696, 6-16=-725/9, 4-6=466/7, 9-15=0/428, 10-13=-1935/83i 11-13=-355/59, 10-15=0/944, 7-9=-2486/120 NOTES - 3x6 = 12 IR 3x4 = PLATES GRIP MT20 244/190 Weight: 145 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 150.0Ib AC unit load placed on the top chord, 13-6-8 from left end, supported at two points, 5-0-0 apart. 5) 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. 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-5. 5-7. 7-9 S) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-16 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 146 lb uplift at joint 19 and 89 lb uplift at joint 13. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ♦)11111II ,,��♦�16'3LIUS 34869 00 - -� 0 ����i' ��NA11 E�♦♦`• Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East.Blvd. Tampa FL 33610 Date: May 14,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. -- - - Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i �• building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply Reed Res T23969413 J43060 B07G ROOF SPECIAL GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:40 2021 Page 1 ID:?b8eR090C1 HXoRKgzpo36wy3oO7-h56MmMWQQy5y91Wfa8FdGLk?TO3q_2OTxcEWSDzGpU5 2-2 8 5-0-0 6-9-12 10-0-0 12-10-2 16-0-8 19-2-14 24-10.8 27-1-0 2-2 8 2-9 8 1-9 12 3-2 4 2-10-2 3-2.6 3-2-0 5-7-10 2-2-8 Scale = 1:46.8 4x4 = 3x4 = 3x6 = Special 5x10 = 4x4 = 1x4 II 4x6 = 6x6 = 4x6 = 2x4 II 3x4 = LSSH210 1-10-8 2,2,8 54)-0 . 6-9-12 . 10-0-0 12-10-2 19-2-14 2d-1 n.A 2_F-2J3 27-111 1-10-8 01420 2-9-8 1-9-12 3-2-4 12-10-2 16-4-12 5-7-10 0-4-0 1-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.49 16-17 >556 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.95 16-17 >286 180 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(CT) 0.05 13 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -MS Weight: 140 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-8,8-12: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 14-18: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 2-20,11-13,4-19: 2x6 SP No.3, 7-9: 2x4 SP No.2 REACTIONS. (size) 20=0-8-0, 13=0-8-0 Max Horz 20=128(LC 31) Max Uplift 20=515(LC 8), 13=267(LC 8) Max Grav 20=1686(LC 1). 13=1354(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) cr less except when shown. TOP CHORD 34=2559/691, 4-5=2559/691, 5-6=1972/458, 6-7=1561/396, 9-10=-1702/433, 10-11=-1873/410,11-12=-108/264 BOT CHORD 19-20=-380/1638, 17-19=680/3169, 16-17=677/3145, 15-16=294/1675 WEBS 2-20=-270/101, 3-20=-2180/541, 3-19=379/1554, 5-19=913/339, 5-17=-40/413, 5-16=-1922/492, 6-16=171/871, 11-15=-340/1885, 11-13=1450/352, 7-21=1672/426, 9-21=-1672/426 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck 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 pelf 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 515 lb uplift at joint 20 and 267 lb uplift at joint 13. 8) Use USP LSSH210 (With 10-1 Od nails into Girder & 7-1 Od x 1-1/2 nails into Truss) or equivalent at 6-9-12 from the left end to - connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 169 Ito down and 112 lb up at 5-0-0 on top chord, and 57 lb down and 280 lb up at 5-0-0 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). S_ LIUS LF�•����i 34869 • Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 Continued on page 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19202O BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �a a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual 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?Plf 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 Reed Res T23969413 J43060 B07G ROOF SPECIAL GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:40 2021 Page 2 ID:?b8eR090C1 HXoRKgzpo36wy3oO7-156MmMWQQy5y91Wfa8FdGLk?T03q_2OTxcEWSDzGpU5 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=70, 3-5=70, 5-8=70, 8-12=-70, 22-25=-20 Concentrated Loads (lb) Vert: 19=763(B) 28=160(B) 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 -�•7YGR a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Reed Res T23969414 J43060 608 COMMON 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:41 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7-9Hfk_iX2AGDpnR5r8rmsoZHGjQUkjSSdAGz3 fzGPU4 Nil 11.8.0 18-3-7 25-2-8 5-11-12 5-84 6-7-7 6-11-1 4x6 = 3x4 Scale = 1:42.7 7 IR arty — JJc4 — Jx4 — 3x4 = 3x6 = 3x4 = LOADING (psf) SPACING- 2-0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 6-8,1-13: 2x6 SP No.3 REACTIONS. (size) 8=0-8-0, 13=0-8-0 Max Horz 13=-179(LC 6) Max Uplift 8=-223(LC 8), 13=184(LC 8) Max Grav 8=1355(LC 14), 13=1145(LC 13) 15-5-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TIC 0.48 Vert(LL) -0.1210-11 >999 240 MT20 244/190 BC 0.64 Vert(CT) -0.21 10-11 >999 180 WB 0.92 Horz(CT) 0.05 8 n/a n/a Matrix -AS Weight: 131 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-13 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-392/109, 2-3=1564/330, 3-5=1510/307, 1-13=-322/101 BOT CHORD 11-13=-199/1647, 10-11=-94/1143, 8-10=-205/1361 WEBS 3-11=-66/556, 3-10=-37/452, 5-8=-16081295, 2-13=-1345/214 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 8 and 184 lb uplift at joint 13. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. %IIIIIIII/// �' )OuS F,i���� No 34869 81NA11 E%��. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 bate: May 14,2021 ® WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design Into the overall' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969415 J43060 B09 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:42 2021 Page 1 ID:?b8eRO90CI HXoRKgzpo36wy3oO7-eTD6B2YgxaLgPbg2iZH5LmpRGggOSv9mPw4cmzGpU3 310.14 7-6-14 11-2-14 17-10-5 24-9-6 310.14 38-0 38.0 6-7-7 6-11-1 Scale = 1:43.6 5.00 12 4x6 = 2x4 II 4xB = '�' - 3x6 = 310.14 p-10.14 7-6-14 15-0-14 22-6-14 22-10r14 249.6 310.14 1-0.0 2-8-0 7-6-0 7-6-0 0.4 1-10.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.12 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.22 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.03 9 n/a Na BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 147 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-13: 2x4 SP No.3 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 *Except* 12-15: 2x4 SP No.2, 7-9: 2x6 SP No.3 REACTIONS. (size) 16=Mechanical, 9=0-8-0 Max Horz 16=-193(LC 6) Max Uplift 16=-174(LC 8), 9=219(LC 8) Max Grav 16=1131(LC 14). 9=1365(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1035/192, 1-2=-1497/272, 2-3=1472/267, 3-4=-1463/325, 4-6=1535/299 BOT CHORD 2-15=-294/115, 11-12=-84/1084, 9-11=198/1379 WEBS 1-15=257/1709, 12-15=-114/1525, 3-12=-878/162, 4-12=71/508, 4-11=39/452, 6-9=-1633/286 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. -8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 16 and 219 lb uplift at joint 9. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ��IIIIIIIl1j )OUS iF No 34869 oo •;� � S• OR1�. G�`�� Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �® a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall �v building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Cdteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lntormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969416 J43060 810 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:44:44 2021 Page 1 ID:7b8eRC90C1HXoRKgzpo36wy3oO7-asLsciZxTBbOevgQp_KZQBvnndYPwgU3sECjb_zGpU1 3-10-14 9-6-14 11-2-14 17-10-5 24-9-6 3.10-14 5.8.0 148-0 6-7-7 6-11-1 4x4 = 5.00 12 axs II 2x4 11 4x4 = 2x4 II 3x10 = 3x4 = 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPl2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 12-15: 2x4 SP No.2, 7-9: 2x6 SP No.3 REACTIONS. (size) 16=Mechanical, 9=0-8-0 Max Horz 16=-213(LC 4) Max Uplift 16=-175(LC 8), 9=218(LC 8) Max Grav 16=1018(LC 1), 9=1222(LC 1) Scale = 1:43.6 24-9-6 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.49 Vert(LL) -0.0410-12 >999 240 MT20 244/190 BC 0.45 Vert(CT) -0.12 10-12 >999 180 WB 0.88 Horz(CT) 0.03 9 file n/a Matrix -AS Weight: 155 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 13-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-960/195, 1-2=1064/240, 2-3=1055/241, 3-4=1143/298, 4-6=-1360/319 BOT CHORD 2-15=-378/137, 10-12=-80/983, 9-10=193/1230 WEBS 1-15=226/1314, 12-15=-92/1084, 3-12=-548/117, 4-12=-48/431, 4-10=-69/335, 6-9=-1518/273, 7-9=-251/106 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown Covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. B) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 175 lb uplift at joint 16 and 218 lb uplift at joint 9. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,t1/11111//t�I ouus .� G E 1V (Af 34869 • Jullus Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �'� building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek� is always required for stability and to prevent collapse with possible personal Injury and properly 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 Reed Res - T23969417 J43060 Bit ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, B.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:44:44 2021 Page 1 ID:7b8eRO90C1HXoRKgzpo36wy3oO7-asLscjZxTBbOevgQp_KZQBvoBdQHww93sECjb_zGpU1 3-10-14 10-10-14 16-8-14 22.6-14 24-M 3-10-14 7-0-0 5-10-0 5-10-0 2-2-8 3x4 = 2x4 II 5x5 = 5.00112 2x4 11 4x8 = 46 = 3x6 = Scale = 1:42.8 3-10-14 A-10-14 10-10-14 22.6-14 1110r14 249-0 3-10-14 ' 1-0-0 ' 6-0.0 1 "_0 041 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.30 8-10 >911 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.61 8-10 >445 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.45 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -AS Weight: 151 Ito FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-11: 2x4 SP No.3, 7-9: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 10-13: 2x4 SP No.2, 6-8: 2x6 SP No.3 REACTIONS. (size) 14=Mechanical, 8=0-8-0 Max Horz 14=-243(LC 4) Max Uplift 14=176(LC 8), 8=217(LC 8) Max Grav 14=1018(LC 1), 8=1222(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 11-13 WEBS 1 Row at midpt 5-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-14=-961/199, 1-2=-881/222, 2-3=880/225, 3-5=-11641258, 5-6=310/35, 6-7=-305/0 BOT CHORD 2-13=-414/153, 8-10=-193/1210, 7-8=0/259 WEBS 1-13=-206/1187, 10-13=-52/990, 3-10=0/258, 5-10=-298/159, 5-8=-1259/292, 6-8=322/169 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 176 lb uplift at joint 14 and 217 lb uplift at joint 8. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. `,�tt11111111��� w-IUS E N :• • 34869 C Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. �* Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �0 a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall MiTek' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Cdteda, 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 Reed Res ' T23969418 J43060 B12 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:45 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7-22vFg3aZEVjFG3PdNhrozPRxE1tvfKKC5uxH7RzGpUO No- 14 8-10-14 15-8-14 22-6-14 24-9-6 3-16-14 5-0-0 6-10-0 6-10-0 2-2-8 3x4 = 2x4 II 5x5 = 5.00112 13 2x4 11 3x8 = 4x4 = 3x4 = 2x4 11 8-10-14 Scale = 1:44.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.05 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.13 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.65 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 158 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-12; 2x4 SP No.3 10-0-0 oc bracing: 12-14 WEBS 2x4 SP No.3 *Except* 11-14: 2x4 SP No.2, 6-8: 2x6 SP No.3 REACTIONS. (size) 15=Mechanical, 8=0-8-0 Max Horz 15=-281(LC 4) Max Uplift 15=-177(LC 8), 8=216(LC 8) Max Grav 15=1018(LC 1). 8=1222(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-964/204, 1-2=-738/209, 2-3=729/208, 3-5=-992/247, 5-6=14661283 BOT CHORD 2-14=-313/123, 10-11=164/1273 WEBS 1-14=-186/1082, 11-14=-16/846, 5-11=571/167, 6-10=158/1224, 6-8=-1107/270 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 177 lb uplift at joint 15 and 216 lb uplift at joint 8. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. US CF�•��i�i 34869 r + 01 �•. �[/ S,s/ ,O R I AL Julius Lee PE No.34869 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 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 properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/f 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 Reed Res T23969419 J43060 613 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:46 2021 Page 1 ID:7b8eRO90C 1 HXoRKgzpo36wy3oO7-WFTdl PbB7or5tD_pxOM1 Vc_l dRB60rhMKYhggtzGpU7 L 3-10-14 6-10-14 14-9-2 22-10-14 3-10.14 3-0 0 7-10-4 8-1-12 4x4 = 2x4 11 5x5 = 5.00112 1 2 z Scale = 1:46.0 12 11 1" ' 7 2x4 11 US = 4x4 = 3x4 = 3x4 II 6-10-14 LOADING (psf) TOLL 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 0.79 BC 0.62 WB 0.39 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-11: 2x4 SP No.3 WEBS 2x4 SP No.3 "Except' 10-13: 2x4 SP No.2, 6-7: 2x6 SP No.3 REACTIONS. (size) 14=Mechanical, 7=0-8-0 Max Horz 14=321(LC 4) Max Uplift 14=-183(LC 8), 7=178(LC 8) Max Gram 14=1026(LC 1), 7=1017(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-14=977/215, 1-2=-601/201, 2-3=594/199, 3-5=-848/228, 5-6=1522/292, 6-7=-938/207 BOT CHORD 13-14=-158/258, 9-10=-164/1314, 7-9=59/328 WEBS 1-13=179/1014, 10-13=0/770, 3-13=323/153, 5-10=-780/215, 6-9=-106/995 DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) -0.08 7-9 >999 240 MT20 2441190 Vert(CT) -0.17 9-10 >999 180 Horz(CT) 0.02 7 n/a n/a Weight: 158 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 11-13 WEBS 1 Row at midpt 5-10 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 183 lb uplift at joint 14 and 178 lb uplift at joint 7. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ttlllIIfill� `SVLIUS F�i�'�� •'�GENS �40 No 34869 10N A' 1�%,,, Julius Lee PE No.34869 MiTek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP/f quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res - T23969420 J43060 B14 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:47 2021 Page 1 ID:?b8eR090C1 HXoRKgzpo36wy3o07=R7?Elcpm6zyVMZ?V6tG2gXGArZx7DeVYCQNCJzGpU_ 3-1D-14 4-101-0-14 10-9-11 16-8-9 22-10-14 3.10-14 -0 5-10-13 5-10-13 6-2-5 4x6 5.00112 2 12 11 10 8 7 2x4 II 4x8 = 3x4 = 3x4 11 4x4 = 16.8-9 Scale=1:52.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udett Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.05 8-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.11 B-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.02 7 n/a rile BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 159 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-11: 2x4 SP No.3 10-0-0 oc bracing: 11-13 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 1-14 10-13: 2x4 SP No.2 REACTIONS. (size) 14=Mechanical, 7=Mechanical Max Horz 14=359(1_C 4) Max Uplift 14=183(LC 8). 7=176(LC 8) Max Gram 14=1242(LC 14). 7=1 187(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1122/219, 1-2=-673/212, 2-3=-785/199, 3-5=-1344/267, 5-6=-1759/285, 6-7=-1079/197 BOT CHORD 13-14=-174/289, 8-10=-176/1521 WEBS 1-13=182/1212, 10-13=-86/1084, 3-13=-703/200, 5-10=-483/128, 6-8=-145/1296 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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 speck 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, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 183 lb uplift at joint 14 and 176 lb uplift at joint 7. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. `��11111111111I wL1U)s CF��i��� �.� •�O E N 34869 • � r �0 4ti; Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ®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 MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �j�• 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/17Pl1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. D 20601 Tampa, Parke 36610 East Job Truss Truss Type City Ply Reed Res • T23969421 J43060 B15 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, R. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:48 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7-SdbNSSdRXQ5p7W7B2pOVb13QgEvvsiNfnsAxjlzGpTz 2-10-14 _$10-1A 10 1-11 16-4-9 2110-14 2-10-14 1-0-0 6-2-13 6-2-13 6� 5 5x5 = 1 2 - 5.00112 13 12 11 2x4 11 4x8 = 10 8 3x4 = 3x4 = 4x4 = 22-10-14 Scale = 1:57.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.06 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.13 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 172 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 3-12: 2x4 SP No.3 10-0-0 oc bracing: 12-14 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 1-15, 2-15 11-14: 2x4 SP No.2 REACTIONS. (size) 15=Mechanical, 8=Mechanical Max Horz 15=-397(LC 4) Max Uplift 15=-185(LC 8), 8=175(LC 8) Max Grav 15=1262(LC 14), 8=1187(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-759/252, 34=794/198, 4-6=-1281/256, 6-7=-1766/283, 7-8=10751197 BOT CHORD 14-15=0/473, 3-14=-251/122, 10-11=-172/1526, 8-10=36/262 WEBS 2-15=1148/167, 2-14=254/1244, 11-14=-65/1084, 4-14=667/192, 6-11=564/146, 7-1 0=1 37/1280 NOTES- 1) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185 lb uplift at joint 15 and 175 lb uplift at joint 8. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ��u�iir�l►y DENS �i 34869 90,�•• P •..��: ON AL Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 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 wfth MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not Iva 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 ANS11TP/1 Quality Cdterls, 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 Reed Res • T23969422 J43060 B16 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:49 2021 Page 1 ID:?b8eR090C1 HXoRKgzpo36wy3oO7-wgBlfRd3ljDgkgiOcXvk7FcYjeAVbAFoOWvUFCzGpTy Or10-14 %10-14 10-1-11 16-4-9 22-10-14 0-10-14 34 00 6-2-13 6-2-13 6&5 46 = 3x6 = 1 2 5.00112 13 12 11 10 8 2x4 II 4x8 = 4x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/rP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 "Except* 3-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-14: 2x4 SP No.2 REACTIONS. (size) 16=Mechanical, 8=Mechanical Max Horz 16=-435(LC 4) Max Uplift 16=-187(LC 8), 8=173(LC 8) Max Grav 16=1074(LC 14), 8=1 022(LC 1) Scale = 1:61.7 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TC 0.80 Vert(LL) 0.0714-15 >999 240 MT20 244/190 BC 0.77 Vert(CT) -0.16 14-15 >999 180 WB 0.53 Hcrz(CT) 0.03 8 n/a n/a Matrix -AS Weight: 174 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 1-16. 3-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-426/247, 3-4=-717/193, 4-6=1122/251, 6-7=-1542/280, 7-8=955/195 BOT CHORD 15-16=-190/347, 14-15=0/668, 3-14=122/821, 10-11=168/1349 WEBS 11-14=-57/1003, 4-14=556/190, 6-11=498/148, 7-10=13511135, 2-15=-238/396, 3-15=-1147/259 NOTES- 1) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=7011; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 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) Refer to girder(s) for truss to truss connections. -8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 187 lb uplift at joint 16 and 173 lb uplift at joint 8. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. No 34869 r � r Julius Lee PE No.34869 MiTek USA, Inc. R Cert 6634 6904 Parke East.Blvd. Tampa FL 33610 Date: May 14,2021 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 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 bracingof trusses and truss systems, see ANSI/rP/f puallty Criteria, DSO-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T23969423 J43060 B17 MONOPITCH 1 1 F ence (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:50 2021 Page 1 ID:?b8eRC9OC1HXoRKgzpo36wy3oO7-POiBtnei3lLXMgHaAERzgS9hF2VUKbpxFAf2oezGpTx 3-10-14 10 1-11 1641-9 2t16 14 3-10-14 6-2-13 6-2-13 6� 5 5.00112 Scale = 1:60.3 12 11 4x8 = 8 3x4 = 4x4 = 3x8 = 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 ]nor YES Code FBC2020/TPI2014 CSI. TC 0.94 BC 0.79 WB 0.70 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-11: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 10-13: 2x4 SP No.2, 7-8: 2x6 SP No.3 REACTIONS. (size) 14=Mechanical, 8=0-8-0 Max Horz 14=-449(LC 4) Max Uplift 14=-187(LC 8), 8=171(LC 8) Max Grav 14=1302(LC 14), 8=1175(LC 14) Ir� IT DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.15 8-10 >999 240 MT20 244/190 Vert(CT) -0.31 8-10 >873 180 Horz(CT) 0.03 8 n/a n/a Weight: 164 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 11-13 WEBS 1 Row at midpt 1-14, 6-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1173/237, 1-3=793/258, 3-4=820/191, 4-6=-1514/281, 6-7=-494/110, 7-8=-376/107 BOT CHORD 13-14=214/361, 3-13=387/127, 8-1 0=1 80/1438 WEBS 1-13=-285/1480, 10-13=-89/1044, 4-13=-725/211, 4-10=65/430, 6-10=-279/167, 6-8=-1261/195 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical 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 jive load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 187 lb uplift at joint 14 and 171 Ib uplift at joint B. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 34869 .0 It Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall�e 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 ANS11rAlt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sateiylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type 0ty Ply Reed Res • T23969424 J43060 B18 MONOPITCH 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:44:512021 Page 1 ID:?b8eR090C1 HXoRKgzpo36wy3oO7-tCGW47fKgLTO_smkyyCCghs5SsV3_35TgObK4zGpTw 3-1014 10.93 17-7-8 , za-s-6 , 3-1 -:14 6-1a5 6-10.5 7-1-14 5.00112 13 4x4 11 4x4 = US = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except* 3-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-14: 2x4 SP No.2, 7-9: 2x6 SP No.3 REACTIONS. (size) 15=Mechanical, 9=0-8-0 Max Horz 15=-447(LC 4) Max Uplift 15=-185(LC 8), 9=208(LC 8) Max Grav 15=1288(LC 14), 9=1 370(LC 14) Scale = 1:60.3 24-9-6 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.93 Vert(LL) -0.13 9-11 >999 240 MT20 244/190 BC 0.74 Vert(CT) -0.26 9-11 >999 180 WB 0.95 Horz(CT) 0.03 9 n/a n/a Matrix -AS Weight: 168 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 1-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-15=1158/234, 1-3=784/257, 34=822/188, 4-6=1461/257 BOT CHORD 14-15=-192/359, 3-14=-405/130, 9-11=183/1368 WEBS 1-14=283/1462, 11-14=-104/1058, 4-14=-730/213, 4-11=36/281, 6-9=-1520/277, 7-9=256/125 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185 lb uplift at joint 15 and 208 lb uplift at joint 9. ^7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. �{{{IIIIIIII us $486.9 i ��Illnrnl{N�� Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. May 14,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Cly Ply Reed Res T23969425 J43060 B19 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:52 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7-LPqulSgybebFb8RzHfrRItE4OsDxoSxEiU88sXzGpTv 7-1a14 e-10.14 13.5.3 18.0-9 z4-9-6 1.6.0 6.4-14 1-0.0 4-6-5 4-7-6 a&13 3x8 = 5x5 = 5.00112 1 2 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 4-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 12-15: 2x4 SP No.2, 8-10: 2x6 SP No.3 REACTIONS. (size) 17=Mechanical, 10=0-8-0 Max Harz 17=-422(LC 4) Max Uplift 17=-185(LC 8), 10=208(LC 8) Max Grav 17=1258(LC 14). 10=1397(LC 14) 14 13 4x10 = 2x4 II 10 3x4 = 3x6 = 24-9-6 Scale = 1:59.1 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TIC 0.73 Vert(LL) -0.1215-16 >999 240 MT20 244/190 BC 0.66 Vert(CT) -0.2515-16 >999 180 WB 0.85 Horz(CT) 0.05 10 n/a n/a Matrix -AS Weight: 178 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 13-15 WEBS 1 Row at TI 1-17, 2-16, 4-16 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-1295/265, 2-4=-399/129, 4-5=1397/241, 5-7=1585/268, 1-2=266/157 BOT CHORD 16-17=-183/339, 15-16=-22/1273, 4-15=-32/788, 10-12=168/1374 WEBS 12-15=-84/1396, 5-15=253/115, 7-1 0=1 598/242, 8-10=278/123, 2-16=367/213, 4-16=1415/266, 1-16=-205/1412 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185 lb uplift at joint 17 and 208 lb uplift at joint 10. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. (F��i,♦♦ No 34869 • r F •. l 0 R X 1181111111110 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with 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 Sol 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 oftrusses and truss systems, see ANSI/rp/f 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 Reed Res • T23969426 J43060 B20 ROOF SPECIAL 1 1 Job Reference (optional) t_ast toast I russ, Ft. Fierce, FL - 34948, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:44:53 2021 Page 1 ID:?b8eR090C1 HXoRKgzpo36wy3oO7-pbOGVogaMyj6DH09rM_glSnD3FVOXuDOx8tiOzzGpTu 31 14 7-1a1a , 13-5.3 11 0-9 24.9.6 3.5-14 4-5-0 5-6-5 47.6 6.8-13 3x4 11 5x5 = 1 2 c nnl�o Scale=1:53.8 V 2x4 11 3x4 = 3x6 = 24-9E 3-5-14 7-10-14 11.10.14 15.1-0 22-6-14 2210r14 3-5-14 4-5-0 1-0-0 62-2 7-5-14 0 1-10-e Plate Offsets (X,Y)— [5:0-1-9,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.31 14-15 >871 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.63 14-15 >510 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.05 9 n/a rile BCDL 10.0 Code FBC2020lrP12014 Matrix -AS Weight: 160 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 3-12: 2x4 SP No.3 10-0-0 oc bracing: 12-14 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at micipt 2-15 11-14: 2x4 SP No.2, 7-9: 2x6 SP No.3 REACTIONS. (size) 15=Mechanical, 9=0-8-0 Max Horz 15=-365(LC 4) Max Uplift 15=178(LC 8), 9=214(1_C 8) Max Grav 15=1238(LC 14),9=1398(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1766/352, 3-4=-1682/264, 4-6=1588/281 BOT CHORD 14-15=0/563, 3-14=-393/164, 9-11 =1 7711373 WEBS 2-15=-1095/186, 2-14=-267/1710, 11-14=-126/1615, 4-11=-365/45, 6-9=-1596/253, 7-9=-281/125 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 178 lb uplift at joint 15 and 214 lb uplift at joint 9. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. sojus tot. ���, •'�.�G EN `sty•' ���♦ 34869 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. May 14,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. -- yi 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 r 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/f Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suhe 203 Waldod, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply Reed Res • T23969427 J43060 B21 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:44:54 2021 Page 1 ID:?b8eR090C1 HXoRKgzpo36wy3oO7-Hnyei8hC7GrzrRbLP4VvglJP9fsmGRrX9odFxPzGpTt 54r0 7-10-14 14-10-11 22-10-14 5� 0 2-4-14 6-11-13 8-0-3 3x4 = 5x5 = 5.00112 1 1 11 1U 9 7 2x4 II 4x8 = 3x4 = 3x4 II Scale = 1:48.5 7-10-14 8-10-14 14-10-11 22-10-14 7-10-14 1-0-0 5-11-13 8-0-3 Plate Offsets (X,Y)— [2:0-2-8,0-2-7], [12:0-2-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.28 12-13 >957 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.49 12-13 >548 180 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 148 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 3-10: 2x4 SP No.3 10-0-0 oc bracing: 10-12 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 2-13 9-12: 2x4 SP No.2, 6-7: 2x6 SP No.3 REACTIONS. (size) 13=Mechanical, 7=0-8-0 Max Horz 13=329(1_C 4) Max Uplift 13=-179(LC 8), 7=179(LC 8) Max Grav 13=1219(LC 14), 7=1 204(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1743/329, 3-5=1740/270, 5-6=1761/289, 6-7=-1063/209 BOT CHORD 12-13=0/835, 3-12=-312/127, 7-9=66/416 WEBS 2-13=-1202/197,2-12=-196/1459,9-12=-156/1637, 5-9=520/136, 6-9=-96/1092 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.0psf; h=15ft; B=108ft; L=7011; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 179 lb uplift at joint 13 and 179 lb uplift at joint 7. -8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. us �♦ ' • G E N Fes'••, N0 34869 R I G ♦♦ Julius Lee PENo.34869 MiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5fl92020 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 ivi iTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 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 Reed Res T23969428 J43060 B22 COMMON 13 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:55 2021 Page 1 ID:?b8eR090C1 HXoRKgzpo36wy3oO7-IzWlwUigtzzgSbAYznO8NWsfB3GE?nphOSMoTrzGpTs 5-9 3 11-2-14 1 17-10-5 24-9-6 5-9 3 5-5-11 6-7-7 6-11-1i 3x4 4x6 = Scale = 1:42.9 7 j R 3X4 = 3X4 = 3X4 = 3X4 = 3X4 = 3x6 = 3x6 = 7-8-10 15-1-12 22-6-14 2%10 14 249.6 7-8-10 7-5-2 7-5-2 .4- 1-10-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.11 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.19 10-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 129 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 2-13 6-8: 2x6 SP No.3 REACTIONS. (size) 13=Mechanical, 8=0-8-0 Max Horz 13=-182(LC 6) Max Uplift 13=-181(LC 8), 8=220(1_10 8) Max Grav 13=1125(LC 13), 8=1338(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=321/98, 2-3=1480/317, 3-5=-1485/305, 1-13=-288/94 BOT CHORD 12-13=-182/1454, 10-12=-88/1109, 8-10=-200/1338 WEBS 3-12=-57/507, 3-10=-42/454, 2-13=-1332/213, 5-8=-1586/289 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 181 lb uplift at joint 13 and 220 lb uplift at joint 8. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 01111111111� IIII E NSF••. �i♦♦ 34869 ♦ O ���/111111►11`, Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 WARNING - Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. u' 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 ANSYM11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Reed Res. • T23969429 J43060 C01GE Scissor Supported Gable 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:57 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7-hMdnLAk5PBEYivJw4C3cSxx6Jt4fTvyzsmrvXkzGpTq 2 6 8 11.M 20-0-8 23 1-0 2F-8 9-0-0 9-0-0 2.6 8 5.00 12 4x4 = Scale = 1:42.0 4x8 = 28 27 2.50 F12 19 18 4x8 = 5x5 // 5x5 \\ Plate LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 17 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 104 Ito 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 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 23-1-0. (lb) - Max Horz 1=-130(LC 6) Max Uplift All uplift 100lb or less atjoint(s) 1, 28, 18, 17, 24, 25, 26, 27, 22, 21, 20,19 Max Grav All reactions 250 lb or less atjoint(s) 1, 28, 23, 18, 17, 24, 25, 26, 27, 22, 21, 20. 19 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=2ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 5) All plates are 1x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 28, 18, 17, 24, 25, 26, 27, 22, 21, 20, 19. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 23, 24, 25, 26. 27, 22, 21, 20, 19. )\JUS .� GENS'# ' ♦�� ••�'\ �•• 34869 ••t Y •: Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 bate: May 14,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not �®®® a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall ■�Y�• 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 ANSIMP11 Quality Criteda, DSB 89 and BCSI Building Component 6904 Parke East Blvd. Satetylntormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job ss Truss Type City Ply Reed Res-T23969430 r J43060 2 SCISSORS 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:58 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7-AYB9YWkjAUMOJ3u6ewar78UDnGM?CEF74QbT4AzGpTp 22Z-0 8 740.8 11.6.8 16-0-8 20-6-8 23-1-0 i 4-M 4-" 4-0-0 4.6-0 2-M Scale = 1:39.1 4x4 = '— 2.50112 3x4 = 3x4 = 5x5 // 5x5 \\ 0-8 LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/iP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except* 6-8,2-12: 2x6 SP No.3 REACTIONS. (size) 12=0-8-0, 8=0-8-0 Max Horz 12=134(LC 7) Max Uplift 12=-259(LC 8), 8=184(LC 8) Max Grav 12=1039(LC 1). 8=1039(LC 1) CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TC 0.27 Vert(LL) -0.05 10 >999 240 MT20 244/190 BC 0.30 Vert(CT) -0.11 9-10 >999 180 WB 0.54 Horz(CT) 0.06 8 n/a n/a Matrix -AS Weight: 113 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1342/216, 3-4=-1262/225, 4-5=1262/225, 5-6=-1342/238 BOT CHORD 11-12=-305/120, 10-11=-123/1255, 9-10=-144/1206, 8-9=256/61 WEBS 4-10=-63/618, 5-9=276/90, 6-9=-191/1420, 6-8=-910/202, 3-11=276/103, 2-11=-231/1420, 2-12=-910/231 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 (jt=lb) 12=259, 8=184. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ``�>IIIIII/1/I��I G...... No 34869 .0 O.NA1-Ir'_?%% IIlilt, Julius Lee PE No.34869 Welk USA, Ind. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ® 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 Mrrek® 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 Mirek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Reed Res • T23969431 J43060 CO3 ROOF SPECIAL 1 1 Job Reference (optional) Last Coast Truss, Ft. Pierce, FL - 34945. 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:44:59 2021 Page 1 ID:7b8eR090C1 HXoRKgzpo36wy3oO7-eIIXmslLxoU FxCTJCd54XM1 Mmgg7xh5GJ4KOcdzGpTo 2-6-8 7-0-8 11-6-8 17-4-2 20-6-0 %1:2•e 2.6.8 4-6-0 4-6-0 5-9-10 3.1-14 0.8-8 Scale = 1:38.2 4x6 = 3x4 = 5x5 // 21.2-8 1-10.8 2 6-8 7-0-8 11-6-8 16E-8 174 2 20-0-0 1-10A 0$0 4-&0 4-" 5-0-0 0.9-10 2-7-14 0-8-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.05 12-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.14 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -AS Weight: 114 Ito 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. Except: 6-11: 2x4 SP No.3 10-0-0 oc bracing: 9-11 WEBS 2x4 SP No.3 *Except* 7-8,2-15: 2x6 SP No.3, 9-12: 2x4 SP No.2 REACTIONS. (size) 8=0-8-0, 15=0-8-0 Max Horz 15=139(LC 7) Max Uplift 8=-141(LC 8), 15=263(LC 8) Max Grav 8=826(LC 1), 15=1075(LC 1) FORCES. (lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1415/245, 3-4=-1389/271, 4-5=1407/264, 5-6=-647/122, 6-7=-623/121, 7-8=-722/130 BOT CHORD 14-15=-309/79, 13-14=-200/1301, 12-13=-230/1339 WEBS 2-15=-946/246, 2-14=-259/1488, 3-14=298/107, 4-13=-68/650, 5-12=-526/149, 9-12=-200/1258, 5-9=-687/140, 7-9=135/837 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=141, 15=263. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ♦♦,�1111111/���,, ���♦♦ us �� •' G E lil _�` ' • 34869 i13 . 4f/� I� QNAt. e '10111117111,♦ Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ® 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 Mal, 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 ANSVTP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969432 J43060 C04 ROOF SPECIAL 1 1 Job Reference (optional) test Loast truss, Ft. fierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:45:00 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7-6xJwzBmzi6o6ZM2VILcJ4ZZY 4_zg8DQYk4Z83zGpTn 2-6-8 7-0-8 11-6-8 15-4-2 20-6-0 z1-2-8 2-8.8 4-6.0 4.6-0 3-9-10 5-1-14 4x4 = 5.00 F1T 3x4 = 5x5 // 21-2-8 4 = Scale = 1:38.2 N 0 Iot LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.10 10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.21 10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -AS Weight: 118 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* 7-8,2-15: 2x6 SP No.3 REACTIONS. (size) 8=0.8-0, 15=0-8-0 Max Horz 15=154(LC 7) Max Uplift 8=131(LC 8), 15=261(LC 8) Max Grav 8=853(LC 1). 15=1078(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1430/244,3-5=-1378/265, 5-6=-1365/268,6-7=-1467/282, 7-8=-741/166 BOT CHORD 14-15=-325/77, 13-14=-206/1322, 12-13=-215/1451 WEBS 2-15=949/243, 2-14=-260/1508, 3-14=296/111, 5-13=102/728, 6-13=288/63, 6-12=-739/188, 7-12=-255/1428 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 8-9 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=131, 15=261. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,11111111/1/" 1,' US `� '•fir �•'•� ��. No 34869 O Jullus Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ---...... WARNING - Vedfy 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 Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not I�p�• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall pi��� building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iViiTek` fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/rP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res - T23969433 J43060 C05 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:012021 Page 1 ID:?b8eROgOC1HXoRKgzpo36wy3oO7a7tlAXnbTPkzAWdhJ27Ycn6jHULZPbSZmOp7gVzGpTm i 2.6-B 7-0-8 11-" 13-4-2 16-6-4 20.6.0 21-2-8 2-6.8 4-6-0 4-6-0 1-9.10 3.2-2 3.11-12 0.&8 4x4 = 5.00 12 3x4 = 5x5 // Scale = 1:38.2 N 1; 21-28 1-10-8 7-0-6 It-" 16&-0 20-0-0 1-10-8 0-8-0 4-6.0 4-6-0 4.11-12 3-5-12 0-6-8 Plate Offsets (X,Y)— [13:Edge,0-2-141 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.10 11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.21 11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2020iTP12014 Matrix -AS Weight: 126 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 9-10 8-9,2-16: 2x6 SP No.3 REACTIONS. (size) 9=0-8-0, 16=0-8-0 Max Horz 16=173(LC 5) Max Uplift 9=-132(LC 8), 16=260(LC 8) Max Grav 9=853(LC 1), 16=1078(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1431/245, 3-5=-1377/264, 5-6=1309/269, 6-7=-1143/249, 7-8=-10791227, 8-9=-748/169 BOT CHORD 15-16=-336/75, 14-15=-258/1334, 13-14=-216/1328 WEBS 2-16=-949/243, 2-15=260/1508, 3-15=295/111, 5-14=107/723, 6-13=-321/32, 8-13=-198/1121, 7-13=-452/159 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70fl; eave=Bft`r♦fils Cat. II; Exp B; Encl., GCpi=0.18; MWFRS left left Lumber I� (directional); cantilever and right exposed; end vertical and right exposed; DOL=1.60 plate grip DOL=1.60 E N S •• �i� 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. �% 34869 •' 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 fit between the bottom : • tr will 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) �'U r;(/ 9=132,16=260. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 0 �(/ % �i • 4 Q Q � ��%%% R IS sheetrock be applied directly to the bottom chord. S1s .,0 �`� `�0% 10 N A� 11110, Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969434 J43060 C06 HALF HIP 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:45:03 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7-WV?2bDor?1—hQgn4RT9OhCB1bH09tUtsEhlElOzGpTk 21-2-8 2�-8 7-0-8 11-8-14 1654 20-6-0 2 -9 2b-8 4-" 4-8-6 4-% 3-11-12 0- 0-5-8 Scale = 1:38.2 5.00 12 5x5 = 1x4 II 2.50 F12 3x8 = 3x4 = 5x5 21-2-8 1-10.8 2-6-8 7-0-8 11-6-8 1684 20-M 1-10-8 0-8-0 4-" 4-6-0 411-12 3-5-12 Plate Offsets (X,Y)— [12:0-2-8,0-2-81 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.11 10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.21 10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -AS Weight: 127 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 7-8,2-15: 2x6 SP No.3 REACTIONS. (size) 8=0-8-0, 15=0-8-0 Max Harz 15=202(LC 5) Max Uplift 8=-142(LC 5), 15=258(LC 8) Max Grav 8=853(LC 17), 15=1078(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 8-9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1438/246, 3-5=-1361/259, 5-6=893/216, 6-7=-852/202, 7-8=752/175 BOT CHORD 14-15=-351/74, 13-14=-322/1360, 12-13=-284/1194 WEBS 2-15=-947/242, 2-14=-264/1521, 3-14=297/112, 5-12=-450/102, 7-12=-179/947, 6-12=-381/134, 5-13=-108/620 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 pelf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=142, 15=258. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,tttt1111111//,I �'00US CE�0'0 �i �• �00 01 34869 t Q Julius Lee'PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. May 14,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with 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 r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply d Res TJ T23969436 J43060 C08 HALF HIP 1 Reference (optional) tast toast I russ, Ft. Pierce, FL - 34945, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:45:05 2021 Page 1 ID:?b8eR090C1 HXoRKgzpo36wy3oO7Sv6pOvg6XeEPf7xTYuCUndGOU5gJLKG9h?nKgGzGpTI 2.6.8 7-0-8 11.6.8 15-8-14 20.6-0 21-2-e 2.6-8 4-6-0 4-6-0 42-6 4 .2 0.8 88 5.00 12 3x4 = 5x5 // 2.50112 5x5 = 3x4 11 Scale = 1:43.2 21-2-8 1-10-8 2-6-8 7-0-8 11-6-8 14-10-7 15-9-1416-6-8 20-0-0 1-10-8 041-0 4-6-0 4-0-0 3-3-15 0-10-7 0.9-10 0-8-8 Plate Offsets (X,Y)- [12:Edge,0-1-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.36 Vert(LL) -0.11 10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.24 10 >938 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2020rrPI2014 Matrix -AS Weight: 135 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 8-9 7-8,2-15: 2x6 SP No.3 REACTIONS. (size) 8=0-8-0, 15=0-8-0 Max Horz 15=278(LC 5) Max Uplift 8=-143(LC 5). 15=255(LC 8) Max Grav 8=853(LC 1). 15=1078(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1451/240, 3-5=-1384/263, 5-6=730/187 BOT CHORD 14-15=-404/84, 13-14=-347/1408, 12-13=-305/1327, 9-12=-162/603, 8-9=160/605 WEBS 2-15=-951/242, 2-14=-255/1506, 3-14=290/109, 5-13=119/633, 5-12=-939/199, 6-12=-68/515, 6-8=786/152 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS ,`v`,�111111 '' (directional); cantilever left and right exposed ;end vertical left and right exposed; Lumber DOL=1.60 DOL=1.60 � plate grip 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific .•'�G E N S* ••. �4 to the use of this truss component. ♦�4% ♦ V F ••• 4) Provide adequate drainage to prevent water ponding. �♦ 34869 •• 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) L r• �'O : ■; 8=143, 15=255. i }� • ((/ 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum be directly bottom �� Q •. �l/ ♦� •'j�TA sheetrock applied to the chord. •• • O R IV-"' ��♦♦' Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: May 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall NMI, 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 ANSI117P/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 Reed Res - T23969440 J43060 C12 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:45:09 2021 Page 1 _ ID:7b8eR090C1HXoRKgzpo36wy3oO7-LgMJsGtcatkrBIEEnkGQxTR1Mi2uHC9kcdlYzlzGpTe 5-1-1 9-10 8 11-10-8 17-1-4 21-11-3 2$ 0 26-9-6 5-1-1 4-9-7 2-0-0 5-2-12 4-9-15 0 4 3 4-5, 4x4 = 16 15 13 12 3x4 3x6 = 3x8 = 3x4 = 4x8 = 2x4 II = Scale = 1:55.1 2 n 4 1-10-8 2T2T8 9-10-8 11-10-8 17-1-4 22-4 0 23-4-$ 26-9-6 1-16 8 0CZ 7-8-0 2-0 0 5-2-12 5-2-12 1" 34-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.07 15-16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.16 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 178 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied. Except: 7-12: 2x4 SP No.3 10-0-0 oc bracing: 10-12 WEBS 2x4 SP No.3 *Except* 2-16: 2x6 SP No.3, 10-13: 2x4 SP No.2 REACTIONS. (size) 9=Mechanical, 16=0-8-0 Max Horz 16=307(LC 7) Max Uplift 9=-192(LC 8), 16=-288(LC 8) Max Grav 9=1114(LC 1), 16=1312(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1532/284, 4-5=-1362/288, 5-6=1172/269, 6-7=-726/217, 7-8=-718/216, 8-9=-1061/217 BOT CHORD 15-16=-297/1249, 13-15=-246/1523, 7-10=-52/269 WEBS 3-15=0/259, 4-15=22/343, 5-15=-290/82, 5-13=-603/157, 6-13=-20/307, 6-10=-631/188, 3-16=-1544/343, 8-1 0=-1 06/891, 10-13=-149/1072 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=6.Opsf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=192,16=288. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 0/I/11111III V- „,Ws ��, ••L` �•• ,� 34869 .XX RIV 'ff11111/� Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: May 14,2021 _...---......... ... ............._..__... - -- — ._....- -..._._._...-_._.._._..__......---- — — A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is 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?PIi Quality Cdteda, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Reed Res T23969441 J43060 C13 ROOF SPECIAL 1 1 o Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:45:10 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7-pswh3cuELAsimvpQLRofUg_EK6NJOgSurHV5VUzGpTd 2-2-9 7-10.8 9-10-8 15.7.8 21-4-8 21113 269-0 2-2.8 5 M 2-0 0 5-9-0 5-9-0 0 6 1 4-10-3 2x4 II 3x4 = 2x4 II 5x8 = 4x4 = 3x10 = 2x4 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020frP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except* 7-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 2-17: 2x6 SP No.3, 11-14: 2x4 SP No.2 REACTIONS. (size) 10=Mechanical, 17=0-8-0 Max Horz 17=274(LC 7) Max Uplift 10=-197(LC 8), 17=286(LC 8) Max Grav 10=1108(LC 1), 17=1312(LC 1) 4x4 = Scale = 1:55.1 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.42 Vert(LL) -0.0814-16 >999 240 MT20 244/190 BC 0.59 Vert(CT) -0.21 14-16 >999 180 WB 0.53 Horz(CT) 0.02 10 n/a n/a Matrix -AS Weight: 175 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 11-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1589/268, 3-4=-1410/276, 4-5=1341/274, 5-7=1129/260, 7-8=-1063/290, 8-9=-968/245,9-10=-1040/223 BOT CHORD 16-17=-268/249, 14-16=-316/1692 WEBS 2-17=-1219/297, 2-16=-199/1378,3-16=-11/358,4-16=508/121,4-14=-561/152, 11-14=-201/1362, 5-11=-276/122, 8-11=-117/581, 9-11=-135/978 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=Bft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. - 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=197, 17=286. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. lI 'r141'i 34869 11111 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe 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 ANSI?P/t Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Reed Res - T23969442 J43060 C14 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:112021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7-H2T4Hyut6U_YN20cv8JuOuWPHWj3l3v14xEflwzGpTc 2-2 8 5-10 8 7-10.8 13-7.8 19-4-8 21-11-3 26-9-6 2-2 8 3-8-0 2-0 0 5-9-0 5-9-0 2 6 11 4-10-3 4x4 = 3x4 = 2x4 II 5x8 = 3x4 = 4x8 = 2x4 II Scale = 1:55.1 LOADING (psi) 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 FBC2020lrP12014 CSI. TC 0.41 BC 0.62 WB 0.70 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl Ud -0.09 14-16 >999 240 -0.23 14-16 >999 180 0.04 9 n/a Na PLATES GRIP MT20 244/190 Weight: 173 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 6-13: 2x4 SP No.3 1G-0-0 oc bracing: 11-13 WEBS 2x4 SP No.3'Except* 2-17: 2x6 SP No.3, 11-14: 2x4 SP No.2 REACTIONS. (size) 9=Mechanical, 17=0-8-0 Max Horz 17=274(LC 7) Max Uplift 9=198(LC 8), 17=285(LC 8) Max Gram 9=1106(LC 1), 17=1314(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1457/231, 3-4=1325/234, 4-5=1557/293, 5-6=-1533/317, 6-7=-808/225, 7-8=-823/220, 8-9=1061/219 BOT CHORD 16-17=300/171, 14-16=353/1836, 6-11=-120/845, 10-11=-190/1386 WEBS 2-17=1238/263, 2-16=210/1415, 3-16=-40/399, 4-16=805/187, 4-14=-457/132, 5-14=-402/118, 11-14=257/1577, 6-10=1073/225, 8-10=119/928, 7-10=63/338 NOTES- 1) Unbalanced roof live loads have been considered for this design. J%JUS LS F 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; E N �i� Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber ,�� .•'�G S+'•. F �•. .0 DOL=1.60 plate grip DOL=1.60 �� 3) Building Designer/ Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific NO 34869 �� to the use of this truss component. Z * • 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 rz will fit between the bottom chord and any other members. 0 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 10 ( 9=198,17=285.R9) N This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum I 8/sheetrock / be applied directly to the bottom chord. f,Il.NA,0%% Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 property incorporate this design into the overall' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/PP1 f Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Reed Res T23969443 J43060 C15 ROOF SPECIAL GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:13 2021 Page 1 ID:?bBeR090C1HXoRKgzpo36wy3oO7-DRbgiew7e5FGdMY?OZLM5JchEJM4DymKXFjl6pzGpTa 2-2-8 &10.8 V2:8- 12-4-8 18-10-8 21-11-3 24a-o 26-9-6 ' 2.2-8 ' 1.8.0 2-0-0 6-6-0 6.6.0 3-0-11 2.7-13 2-2.6 4x4 = 3x4 = 2x4 11 3x8 = 3x4 = 4x8 = 2x4 11 Special 4x4 = 2x4 11 11 Scale = 1:57.7 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 NO Code FBC2020/TPI2014 CSI. TC 0.70 BC 0.77 WB 0.81 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl Ud -0.13 17-19 >999 240 -0.28 17-19 >999 180 0.05 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 173 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, BOT CHORD 2x4 SP No.2 •Except• except end verticals. 7-16: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 14-16 2-20: 2x6 SP No.3, 14-17: 2x4 SP No.2 REACTIONS. (size) 12=Mechanical, 20=0-8-0 Max Horz 20=301(LC 5) Max Uplift 12=-217(LC 8). 20=501(LC 8) Max Grant 12=1083(LC 1), 20=1250(LC 36) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1039/346, 3-4=959/332, 4-5=16451357, 5-7=-1641/369, 7-8=-801/234, 8-9=748/232, 9-10=762/257, 10-12=10401235 BOT CHORD 19-20=351/127, 17-19=568/1923, 7-14=-143/846, 13-14=-266/1532 WEBS 2-20=1248/421, 2-19=384/1192, 3-19=-105/352, 4-19=1276/297, 4-17=369/255, 5-17=-493/162, 14-17=-344/1686, 7-13=-1167/279,8-13=74/324, 10-13=-140/935 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; It,1111111111 (3-second gust) eave=8ft;�� Cat. II; Exp B; Encl., GCpi=0.18; MWFRS left left Lumber (directional); cantilever and right exposed ; end vertical and right exposed; DOL=1.60 E .N ••. plate grip DOL=1.60 ,�� .•'�G S' # V F ••. �� 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. N O 34869 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) .0 • �(/,� 12=217, 20=501. �•'•� Q Q;• ��,� 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �S1 ••• 0 R •• (%j,�� indicates10) "NAILED" 2 4 O N A� 111) H nger(s) orr ohecon ect on device(s) hall be prov providedsufficient to support concentrated load(s) 85 lb down and 498 lb up at 3-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 LOAD CASE(S) Standard 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 -ontinued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 Inv 11' 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?P/1 Quality Crfteda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Reed Res T23969443 243060 C15 ROOF SPECIAL GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:13 2021 Page 2 ID:?b8eR090C1HXoRKgzpo36wy3oO7-DRbgiew7e5FGdMY?OZLM5JchEJM4DymKXFjl6pzGpTa LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-4=70, 4-8=70, 8-9=70, 9-1 1=-70,16-21=-20, 15-16=20, 12-14=-20 Concentrated Loads (lb) Vert:19=303(B) ®WARNING - Venty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 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 property Incorporate this design into the overall ISO 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 Type Qty Ply Reed Res TDO T23969444 143060 HALF HIP GIRDER 1 1 Job Reference (optional) East coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:45:14 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO74d9Cv_xlPPN7EW7BaHsbeW8gjjOyQOUmvTJeFzGpTZ 2-0-2 55.5 8-10-6 13-7-14 18-5-3 2-0-2 3-5-3 3-5-3 4-9-5 4-9-5 R Special 4x8 = NAI1x4 II LED NAILED NAILED 3 14 15 4 16 Scale = 1:32.4 NAILED 3x8 = 17 5 3x4 = 2x4 11 5x5 = —1— — — """ 4x10 = """ '""" 3x6 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-10: 2x6 SP No.3 REACTIONS. (size) 6=Mechanical, 10=0-3-5 Max Horz 10=135(LC 8) Max Uplift 6=-514(LC 8), 10=529(LC 8) Max Grav 6=1624(LC 1), 10=1488(LC 1) Special 18-6-3 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TC 0.83 Vert(LL) 0.09 9-10 >999 240 MT20 244/190 BC 0.73 Vert(CT) -0.12 9-10 >999 180 WB 0.74 Horz(CT) 0.02 6 n/a n/a Matrix -MS Weight: 101 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-6-10 oc bracing: 7-9. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2015/614, 3-4=-1527/482, 4-5=1527/482, 5-6=1492/478 BOT CHORD 7-9=-604/1776 WEBS 2-10=-1394/425, 2-9=-426/1591, 3-9=101/420, 3-7=-333/158, 4-7=702/237, 5-7=616/1953 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=10Bft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. . 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=514, 10=529. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. - 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 317 lb down and 220 lb up at 8-10-8 on top chord, and 445 lb down and 75 lb up at 8-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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 .` No 34869 r S/0 N AL Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Mav 14.2021 Continued on page 2 ® 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 ANSI?PI1 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 es T23969444 rJobReference J43060 DOIG HALF HIP GIRDER 1 1 (optional) rest coast i russ, rt. rierce, rL - Kd4b, b.43U s Apr 2U 21321 MiTek Industries, Inc. Thu May 13 19:45:14 2021 Page 2 ID:7b8eRO9OC1 HXoRKgzpo36wy3o07-id9Cv_xlPPN7EW7BaHsbeW8gjjOy000mvTJeFzGpTZ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=70, 3-5=70, 6-11=20 Concentrated Loads (lb) Vert: 3=201(F) 9=360(F) 14=123(F) 15=119(F) 16=-119(F) 17=119(F) 18=105(F) 19=107(F) 20=107(F) 21=-107(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-99 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Kghway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res - T23969445 J43060 D02 HALF HIP 1 1 Job Reference (optional) test toast I cuss, t-t. rrerce, I-L - 3494ti, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:15 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7-Agja6KyNAjV_sgi08_NgBjhOu75ehwzd?ZCsAhzGpTY 2-0-2 65.5 10-10.8 18.5-3 2-0.2 45-3 4-5-3 7-6-11 6x6 = Scale = 1:33.1 3x8 = 3x4 = i 1-10-8 2�Jr2 10-10-8 185-3 1-10 8 0- - 1 8-10-6 7-6-11 Plate Offsets (X,Y)— [4:0-3-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.16 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.23 8-9 >837 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 99 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 2-9: 2x6 SP No.3 REACTIONS. (size) 6=Mechanical, 9=0-3-5 Max Horz 9=165(LC 8) Max Uplift 6=-365(LC 8), 9=-411(LC 8) Max Grav 6=721(LC 1), 9=925(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=775/361, 4-5=663/360, 5-6=-656/309 BOT CHORD 8-9=-435/773 WEBS 2-9=299/98, 3-9=869/273, 5-6=-405/736 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 w,11111111111 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck ,,�� to the use of this truss component. �� j ......... E N •• �i� 3) Provide adequate drainage to prevent water ponding. ,�� .•'�G S 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is �� V F•••• �� the responsibility of the fabricatorto increase plate sizes to account for these factors. No 34869 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. 71r 7) Refer to girder(s) for truss to truss connections. • tr 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=365,9=411. 10 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum ,e• • •'0 sheetrock be applied directly to the bottom chord. �i ` • R O N A' Julius Lee PE No.34869 MIek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 -- ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev: 5/19/2020 BEFORE USE. R Design valid for use only wfth MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, note 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 bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Reed Res T23969446 J43060 D03 HALF HIP 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 Is Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:16 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7-eOHzKgy?xOdrUgGahiu3jxEF XUoQPomDDyQi8zGpTX 2-0-2 7-8-1 12-10-8 1"-3 2-0-2 5-7-15 5-2-7 5.6-11 3 4x6 = 5.00 12 15 4x4 = U4 = 2x4 11 4x4 = '— U8 = 2x4 11 Scale = 1:35.6 1-10 8 2{lr2 7-8-1 12-10-8 18-5-3 1-10-8 0- - 1 5-7-15 5-2-7 5.6-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.04 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.05 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) -0.01 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 106 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 2-11: 2x6 SP No.3 REACTIONS. (size) 7=Mechanical, 11=0-3-5 Max Horz 11=195(LC 8) Max Uplift 7=375(LC 8), 11=-401(LC 8) Max Grav 7=721(LC 1). 11=925(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-969/397, 3-5=603/258, 5-6=-484/264, 6-7=671/331 BOT CHORD 8-10=-478/825 WEBS 2-11=826/313, 2-10=282/806, 3-8=399/253, 6-8=371/678 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection Conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 7=375, 11=401. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom Chord. �vL1U S 34869 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 -- ® 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 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 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 ANSYTP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety in available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty PlyTJrence s • T23969447 J43060 D04 HALF HIP 1 (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:45:17 2021 Page 1 ID:?b8eR090C1 HXoRKgzpo36wy3o07-6CrLXOzdiKli5zrmFPQIG8mRGwpg9p4wSthzFazGpTW 2 0 2 8-9-6 14-10-8 184-4 2 0 2 6-9 4 6-1-2 3 5-12 5.00 12 4x6 = 3x6 = Scale = 1:39.3 3x4 = 2x4 11 44 = -"' " 3x8 = 1-10-8 2-Q-2 8-9-6 14-10-8 18-4-4 1-10 8 0- -11 6-9-4 6-1-2 3 5 12 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.44 Vert(LL) 0.06 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.09 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) -0.01 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 117 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except' 6-7,2-11: 2x6 SP No.3 REACTIONS. (size) 7=0-9-8, 11=0-3-5 Max Horz 11=225(LC 8) Max Uplift 7=383(LC 8). 11=386(1_C 8) Max Grav 7=714(LC 1), 11=918(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=954/362, 3-5=-421/150, 5-6=298/165, 6-7=-692/365 BOT CHORD 10-11=263/141, 8-10=466/800 WEBS 2-11=-816/288, 2-10=-205/713, 3-8=585/351, 6-8=-373/668 NOTES- 1) Wind: ASCE 7-16; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf,, BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the this truss `,(11111111/11� �I�� use of component. 3) Provide drainage to ,,�� o�1U $ L� adequate prevent water ponding. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is ......... ��F S ••. �i� ♦` .•'G E N ,0 F ••. the responsibility of the fabricator to increase plate sizes to account for these factors. ♦ �' 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �♦ No 34869 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) 7=383, 11=386. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 0 sheetrock be applied directly to the bottom chord. Jullus Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 WARNING - Verily 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 Nil building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safeiylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res - T23969448 J43060 D05 HALF HIP 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:18 2021 Page 1 ID:?b8eRO90C1HXoRKgzpo36wy3oO7-aPPjIL_GTetZi7Qyp7xXoMJZWK8yuBX3hXRWnOzGpTV 2-0 2 8-10-1 1611-0 2-0-2 6-9-15 7-6-3 i 5.00 12 3x4 = 2x4 II 4x4 = ax4 = 3x6 Scale = 1:41.2 LOADING (psi) 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/rP12014 CSI. TIC 0.54 BC 0.47 WB 0.90 Matrix -AS DEFL. in Vert(LL) 0.08 Vert(CT) -0.12 Horz(CT) -0.01 (loc) I/deft Ud 6-8 >999 240 6-8 >999 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 95 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 5-6,2-9: 2x6 SP No.3 REACTIONS. (size) 6=0-9-8, 9=0-3-5 Max Horz 9=244(LC 8) Max Uplift 6=355(1_10 8), 9=329(1_10 8) Max Grav 6=622(LC 1), 9=829(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-800/262 BOT CHORD 8-9=268/129, 6-8=393/661 WEBS 2-9=728/235, 2-8=126/596, 3-6=710/423 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the ."01111111111�, use of this truss component. 3) As have been designed ,��� vLIU S �� 1�, F 0, requested, plates not to provide for placement tolerances or rough handling and erection conditions. It is �� E N •• �i� the responsibility of the fabricator to increase plate sizes to account for these factors. ♦♦♦ .•'� G S •' V 4S 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦ 00 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 3486910 •� will fit between the bottom chord and any other members. * : 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=355, 9=329. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum cc Z sheetrock be applied directly to the bottom chord. % J(/ i 40R1VP\�,♦♦ •'' -%%. 4#11 ,� N1A, Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ®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 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 oftrusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Reed Res - T23969449 J43060 - D06G ROOF SPECIAL GIRDER 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:45:19 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7-2by5yh7uEx?QLH?9NgSmLZsixkTZddDDvBA4JSzGpTU 4-1-14 8-0-5 13-3-0 4-1-14 3-10-6 5-2-11 16x8 axe II aunty— = nuoco 10X10 = —1. 4x12 II SUH24 Special HUS26 Special LOADING (psf) SPACING- 2-0 0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 TCDL 15.0 Lumber DOL 1.25 BC 0.51 BCLL 0.0 Rep Stress Incr NO WB 1.00 BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP SS WEBS 2x4 SP No.3 *Except* 1-8: 2x8 SP No.3, 4-5: 2x6 SP No.2, 1-7,4-6: 2x4 SP No.2 OTHERS 2x8 SP No.2 REACTIONS. (size) 8=0-8-0, 10=0-5-2 Max Horz 8=-127(LC 21) Max Uplift 8=-1440(LC 8), 10=1281(LC 8) Max Grav 8=4932(LC 1), 10=6347(LC 2) Scale = 1:40.2 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.08 6-7 >999 240 MT20 244/190 Vert(CT) -0.18 6-7 >845 180 Horz(CT) -0.00 10 Na n/a Weight: 253 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-4747/1302, 1-2=-4308/1133, 2-3=7908/1722, 3-4=7129/1521, 5-9=379/2304, 4-9=-379/2304 BOT CHORD 6-7=-944/3940, 5-6=-337/1672 WEBS 1-7=1985/7367, 2-7=-2716/573, 2-6=922/5093, 3-6=-3196/741, 4-6=-1452/6690, 4-10=6519/1317 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"xY) nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing atjoint(s) 10 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=1440,10=1281. U S .` G ENS 34869 • • , 141 :�,0� • • O R, O P N ON AL 01-%% �1j8111111111i Julius Lee'PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 'ontinued on page 2 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 oftrusses and truss systems, see ANSIITP11 Quality Cdreda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Reed Res ' T23969449 J43060 D06G ROOF SPECIAL GIRDER 1 Job Reference (optional) Last coast I ruse, Ft. Pierce, FL - 34945, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:19 2021 Page 2 ID:?b8eR090C1 HXoRKgzpo36wy3oO7-2by5yh?uEx?OLH?9NgSmLZsixkTZddDDvBA4JSzGpTU NOTES- 11) Use USP SUH24 (With 4-16d nails into Girder & 2-10d x 1-1/2 nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-2-4 from the left end to 4-2-4 to connect truss(es) to front face of bottom chord. 12) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent at 6-2-4 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 13) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 7-7-4 from the left end to 9-7-4 to connect truss(es) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1912 lb down and 317 lb up at 5-7-4, and 1870 lb down and 342 lb up at 11-7-4 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: 1-3=70, 3-4=70, 5-8=20 Concentrated Loads (lb) Vert: 7=-701(F) 11=701(F) 12=-1736(B) 13=-1604(F) 14=1736(B) 15=-1736(B) 16=1691(B) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is 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 ANSYrP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Oty Ply Reed Res �D07 T23969450 J43060 MONOPITCH 11 1 ' Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:20 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7-WnWFA1?W?F7HyRaLwXz?unOu68pdMFeM8rwdrvzGpTT 2-0-2 9-11-7 17-4-8 2-0-2 ' 7-11.4 75-1 i 5.00 12 3x4 = 2x4 II 4x4 = 3x4 = 3x6 Scale = 1:43.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.11 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.14 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020fTPI2014 Matrix -AS Weight: 102 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-6 5-6,2-9: 2x6 SP No.3 REACTIONS. (size) 6=0-8-0, 9=0-3-5 Max Horz 9=333(LC 7) Max Uplift 6=327(1_C 5), 9=-401(LC 8) Max Grav 6=669(LC 1), 9=874(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 842/372 BOT CHORD 8-9=-427/267, 6-8=391/683 WEBS 2-9=769/291, 2-8=148/511, 3-8=150/273, 3-6=764/433 NOTES- 1) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 (jt=lb) 6=327, 9=401. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,poU S i.0 34869 • ��i t� R O • �?� �� Julius Lee PE No.34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not Sol, a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res ' T23969451 J43060 E01G ROOF SPECIAL GIRDER 1 n L Job Reference (optional) cast coast I russ, m. vierce, t-L - 34V4t5, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:22 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3o07 TAeEbjlmXsN?Clkk2y?TzCUG1xTBg5Ffc9PkwnzGpTR 2-7-0 5.8.6 7-0-0 , 11-4-0 15.9-0 18- -0 z0-2-8 2-7-0 ' 3-1.6 1-3-10 4.4-o 4.5-0 2-3-0 2-2-8 Scale = 1:35.7 5.00 F12 5x5 = Special 4x4 = 3 Special Special 4x4 = 23 4 2x4 11 2x4 11 Special LOADING (psf) SPACING- 2 0 0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.07 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.16 11-13 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 224 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 14-16: 2x4 SP No.3, 6-8: 2x6 SP No.3 BOT CHORD WEBS 2x4 SP No.3 *Except` 1-18: 2x6 SP No.3 REACTIONS. (size) 18=0-8-0, 8=0-8-0 Max Horz 18=-166(LC 6) Max Uplift 18=364(LC 4), 8=389(LC 8) Max Grav 18=1463(LC 30), 8=1737(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 17-18=-1420/362, 1-17=-1404/385, 1-2=2848/743, 2-3=3156/831, 3-4=-2799/768, 4-5=3025/804, 5-6=3002/749 BOT CHORD 11-13=-637/2725, 10-11=628/2715, 6-10=-630/2723, 6-8=-1675/428 WEBS 1-13=-771/3003, 2-13=1330/368, 3-13=-45/554, 4-11=27/532, 5-11=-344/385 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-18,7-8. 10-0-0 oc bracing: 6-10 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"xY) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 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: ASCE 7-16; VuR=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 18=364,8=389. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 406 lb down and 244 lb up at 7-0-0, 174 lb down and 121 lb up at 9-0-12, and 174 lb down and 121 lb up at 9-3-4, and 406 lb down and 244 lb up at 11-4-0 on top chord, and 272 lb down and 97 lb up at 7-0-0, 84 lb down at 9-0-12, and 84 lb down at 9-3-4, and 272 lb down and 97 lb up at 11-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. ♦♦ G ENS'-. ♦♦♦ �•�'\ �� �i No 34869 � T'•. P �S.40R10, ♦�. N A` Julius Lee PE No.34869 MiTek USA, Inc. R Cart 66M 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 Continued on page 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. satetyinformat/on available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969451 J43060 E01 G ROOF SPECIAL GIRDER 1 Job Reference (optional) Last l:oast I cuss, 1-1. Pierce, t-L - 349415, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:45:22 2021 Page 2 ID:7bBeRO90C1HXoRKgzpo36wy3o07 TAeEbjlmXsN7Clkk2y7TzCUG1xTBg5Ffc9PkwnzGpTR LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 2-3=70, 3-4=70, 4-6=70, 6-7=-70, 16-18=20, 15-16=20, 6-14=-20, 8-9=-20, 8-19=-20 Concentrated Loads (lb) Vert: 3=217(1`) 4=217(F) 11=205(F) 23=264(F) 24=-205(F) 25=99(F) ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding of individual truss web. and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1,TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969452 J43060 E02 ROOF SPECIAL 1 1 Job Reference (optional) Last coast I russ, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:45:23 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7-xMCco320HAVrpuJwcgWiVPORRLgzZaoogpBHSEzGpTQ 2-7-0 4 0-15 7-8-0 9.4-0 15-9-0 18 0 0 20-2-0 2-7 0 1-5-15 ' 3-7-7 1-7-10 6-5-0 2-3-0 2-2 8 1x4 II 4x4 = 2x4 If `x" �4x8 = �I 4 Scale = 1:36.4 v 4 1-7.0 4 0 15 741-6 9 4 0 15-9-0 18-0-0 0 20-2-8 1-71 ' 100 1-5-15 3-7-7 1-7-10 bird 5-11-0 T4 2-3-0 4�l 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.46 Vert(LL) -0.05 10-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.14 10-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.05 8 n/a rile BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 118lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 14-16: 2x4 SP No.3, 6-8: 2x6 SP No.3 WEBS 2x4 SP No.3 *Except* 1-18: 2x6 SP No.3 REACTIONS. (size) 18=0-8-0, 8=0-8-0 Max Horz 18=205(1_C 6) Max Uplift 18=-136(LC 8). 8=162(LC 8) Max Grant 18=811(LC 1). 8=1055(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 17-18=780/135, 1-17=742/152, 1-2=785/173, 2-3=-785/173, 4-5=1145/214, 5-6=-1614/258, 3-4=1043/225 BOT CHORD 12-13=-86/1072, 10-12=-185/1466, 6-10=187/1470, 6-8=996/202 WEBS 1-13=-170/963, 2-13=-293/108, 3-13=383/77, 4-12=-27/452, 5-12=-520/122, 3-12-267/76 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 6-10 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 18=136,8=162. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,ttt1uun1111.0 ��� ��vLIUS .� DENS 34869 � 4GRraOQ`����` ON A1- Jullus Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTFII Qualify 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 Reed Res ' T23969453 J43060 E03 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:45:24 2021 Page 1 i ID:?b8eRO90C1HXoRKgzpo36wy3oO7-PZm_7P202TdiR2u69N2x2dZXvl9tl?iy3Tur_gzGpTP 2-7-0 4-0-0 8-7-10 11-9 8 15-9-0 18-0-0 20-2-8 2-7-0 1-5-0 4-7-10 3-1-14 3-11 8 230 2-2-8 3x10 = 5x5 19 2x4 II zxa u 18-0-0 Scale = 1:35.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.07 9-11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.16 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 112 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 11-13: 2x4 SP No.3, 4-6: 2x6 SP No.3 10-0-0 oc bracing: 4-8 WEBS 2x4 SP No.3 *Except* 1-15: 2x6 SP No.3 REACTIONS. (size) 15=0-8-0, 6=0-8-0 Max Horz 15=-228(LC 6) Max Uplift 15=-143(LC 4), 6=161(LC 8) Max Grav 15=811(LC 1), 6=1055(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 14-15=752/149, 1-14=-702/178, 1-2=931/217, 2-3=1105/203, 3-4=16261259 BOT CHORD 11-14=0/295, 8-9=187/1476, 4-8=189/1480, 4-6=996/201 WEBS 1-9=173/907, 3-9=587/139 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 4% 5) This truss has been designed for a 10.0 psf bottom chard 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) 15=143,6=161. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. E NS'-.. •� No 34869 t �o Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East.Bivd. Tampa FL 33610 Date: May 14,2021 ® 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 verity the applicability of design parameters and property incorporate this design into the overall ■��■�• building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is ahvays required for stability and to prevent collapse 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, DSO-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 Reed Res - T23969454 J43060 E04 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:25 2021 Page 1 ID:?b8eR090C1 HXoRKgzpo36wy3oO741KMD13fpnIZ3CSJj5ZAbg5oF9TY1 U1517dOX6zGpTO ' 2-7-0 6a-10 11-11-10 15 9-0 18-0 0 20-2-8 2-7-0 4 0 10 5-4-0 3-9.6 U-11 2-2 8 3x8 = 5x5 = 5.00112 21 2 17 2x4 II 9 82x4 11 3x4 = 2x4 II 5-10-0 Scale = 1:39.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.14 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.31 10-12 >694 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 118lb 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. Except: 13-15: 2x4 SP No.3, 6-8: 2x6 SP No.3 10-0-0 oc bracing: 6-10 WEBS 2x4 SP No.3 *Except* 1-17: 2x6 SP No.3 REACTIONS. (size) 17=0-8-0, 8=0-8-0 Max Horz 17=-266(LC 6) Max Uplift 17=-143(LC 4), 8=159(LC 8) Max Grew 17=811(LC 1), 8=1055(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 16-17=-776/143, 1-16=-735/167, 1-2=710/186, 2-4=-845/172, 4-5=-1532/227, 5-6=-1576/189 BOT CHORD 10-12=-141/1199, 6-10=113/1402, 6-8=996/199 WEBS 1-1 2=-1 451831, 4-12=-567/175, 4-1 0=0/416 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf,, h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=143, 8=159. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. � PENS � �'. ��� •��'F�00 34869 * ; •t Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �® a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall�a building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Isalways required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Salary Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res - T23969455 J43060 E05 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:26 2021 Page 1 ID:7b8eRO9OC1 HXoRKgzpo36wy3oO7-LxtIQ44Ha5lQgM1 VHo4P72ew4ZpXmsyFWmNx3YzGpTN 2-7-0 4-7-10 9-9.8 15-9-0 18-0 0 20-2.8 2-7-0 ' 2 010 ' 5-1-14 5-11$ 2 -0 2-2-8 3x4 II 5x5 = 5.00112 1 Scale = 1:43.1 17 1 ' 4x8 = 9 8 2x4 11 3x4 11 3x4 = 2x4 11 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 13-15: 2x4 SP No.3, 6-8: 2x6 SP No.3 WEBS 2x4 SP No.3 *Except* 1-17: 2x6 SP No.2 REACTIONS. (size) 17=0-8-0, 8=0-8-0 Max Holz 17=304(LC 6) Max Uplift 17=143(LC 4). 8=157(LC 8) Max Grav 17=1003(LC 14), 8=1 255(LC 14) 18-0-0 CSI. DEFL. in (loc) VdeB L/d PLATES GRIP TC 0.63 Vert(LL) -0.21 12-13 >999 240 MT20 244/190 BC 0.75 Vert(CT) -0.36 12-13 >592 180 WB 0.75 Horz(CT) 0.10 8 n/a n/a Matrix -AS Weight: 122 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 6-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 16-17=-849/163, 2-4=-1428/295, 4-5=1401/207, 5-6=-1800/242 BOT CHORD 15-17=-276/27,13-16=0/774,12-13=0/595,10-12=-165/1618,6-10=-167/1623, 6-8=1139/197 WEBS 2-16=767/178, 2-12=185/1116, 4-12=434/179, 5-12=-421/102 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 17=143,8=157. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 34869 r • r_ � Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East.Blvd. Tampa FL 33610 Date: May 14,2021 ®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�e 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 ANSbTP/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 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Reed Res - T23969456 J43060 E06 ROOF SPECIAL 1 1 Job Reference (optional) Cast ,oast 1 russ, m. vierce, I•L - 34d46, 0.43U s Apr 2U 2U21 MITeK Industries, Inc. Thu May 13 19:45:27 2021 Page 1 ID:7b8eRO90C1HXoRKgzpo36wy3oO7-p7R7eQ5vL00HIWchrVbegFB7Ny97VJdOIQ6Vb?zGpTM z-7-o z•71a 9-2.0 15.9.0 1e-20 zaz-e 2-7-0 a 10 6-6-6 6.7-0 2.3-o 2.2-9 5x5 = 5.00112 7 4 It Scale = 1:47.1 2x4 11 3x4 II - 2x4 II 3x4 = 3x4 = 2-7-10 1-7-0 2-7-0 9-2-0 15-9.0 19-0-0 1 20-z -6 1-7-0 1-0-0 66 S 5-7-0 2S0 1-t0A 0-0-10 Plate Offsets (X,Y)— [13:0-0-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. In (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.98 Vert(LL) -0.18 12-13 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.31 12-13 >695 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.11 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 127 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 13-15: 2x4 SP No.3, 6-8: 2x6 SP No.3 10-0-0 oc bracing: 6-10 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 1-17 1-17: 2x6 SP No.3 REACTIONS. (size) 17=0-8-0, 8=0-8-0 Max Horz 17=342(1_10 6) Max Uplift 17=144(LC 8), 8=155(LC 8) Max Grav 17=1047(LC 14), 8=1253(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 16-17=905/162, 2-4=1380/309, 4-5=1335/202, 5-6=1830/235 BOT CHORD 13-16=0/555, 12-13=0/431, 10-12=161/1646, 6-10=-163/1651, 6-8=-1136/195 WEBS 2-12=-247/1292, 4-12=522/215, 5-12=515/106, 2-16=7901205 NOTES- 1) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=Bft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=144, 8=155. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheelrock be applied directly to the bottom chord. �vOU S 34869 11 �O N A� ,1",��� Julius Lee PE No.34869 MiTek USA, Inc. FC Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. May 14,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 M iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Reed Res - T23969457 j43060 E07 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:45:28 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7-HK7Vnn6X6i88wgBlOD6tCTImMTeEoNX_4s28RzGpTL a 7-1 P 7-0.14 13-6-2 20-2-8 0 7-1b 6-5-4 6-5.4 648-6 d 6 too 3x8 = 3x4 = 3x4 = 3x6 = 3x4 = Scale = 1:49.8 9-5-B 18-0-0 18-4-0 20-2.8 9-5-8 8-0-8 0-0 0 1-10, LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.23 9-10 >923 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.39 9-10 >551 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 120 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 1-10, 2-10 1-10,5-7: 2x6 SP No.3 REACTIONS. (size) 10=0-8-0, 7=0-8-0 Max Horz 10=302(LC 8) Max Uplift 10=-217(LC 8), 7=109(LC 8) Max Grav 10=983(LC 14), 7=1140(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1063/63 BOT CHORD 9-10=0/680, 7-9=29/1004 WEBS 2-10=952/248, 2-9=16/498, 4-7=-1184/93 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ut=lb) 10=217, 7=109. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,�111111111��� 31IU S • 3.4869 • Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ® 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 VIVO[ 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 ANSVfP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply Reed Res - T23969458 J43060 E08 ROOF SPECIAL 10 1 Job Reference do tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:29 2021 Page 1 ID:7b8eR090C1 HXoRKgzpo36wy3oO7-mWZt36691OG7Xpm4ywd6igGOvmp7zEFhDkbcgtzGpTK 5-11-15 12-11.6 19-6.14 ' 511-15 ' 6.11-7 6.7-8 Scale = 1:48.8 snnit9 10 7 3x6 = 3x4 = 3x4 = 3X = 3x4 = 8.10.9 17-4-6 17 6 19-8-14 8-10-9 8-5-13 0.4- 1-10.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.23 9-10 >911 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.37 9-10 >554 180 BCLL 0.0 Rep Stress [nor YES WB 0.58 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -AS Weight: 111 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 1-10, 2-10 5-7: 2x6 SP No.3 REACTIONS. (size) 10=Mechanical, 7=0-8-0 Max Horz 10=-377(LC 6) Max Uplift 10=151(LC 8). 7=166(LC 8) Max Grav 10=969(LC 14), 7=1096(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 24=973/179 BOT CHORD 9-10=01662, 7-9=125/951 WEBS 2-10=912/216, 2=9=29/534, 4-7=1142/222 NOTES- 1) Wind: ASCE 7-16; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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 speck to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=151, 7=166. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,�� �v�,lU S �� .•' G E Ib • 34869 .� - - • ��' �• 0 R 1 � • G� �. %% Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ®WARNING - Verily 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 [�� Sol' 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= Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res - T23969459 J43060 E09 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:45:30 2021 Page 1 ID:7b8eR090C1 HXoRKgzpo36wy3oO7-Ei7FGS7neJOs9zLGWeBLlupdkADgidLgROL9CKzGpTJ 1-11-13 8-0-12 13-6-2 19-6-14 1-11-13 ' 6-0-15 5-5.6 6-0-12 4x4 = 4x6 = 1 1 5.00112 7 R 3x4 II 3x8 = 3x4 = 3x4 = 3x6 _ 3x4 = Scale = 1:44.6 1-11-13 9-8-2 17-0fi 17 L 14 1-11-13 7.8-5 7$4 0 TIN LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.52 Vert(LL) -0.07 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.16 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 127 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 1-12 6-8: 2x6 SP No.3 REACTIONS. (size) 12=Mechanical, 8=0-8-0 Max Horz 12=342(LC 6) Max Uplift 12=-149(LC 8), 8=168(LC 8) Max Grav 12=788(LC 14). 8=986(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-12=788/197, 2-3=333/125, 3-5=882/184 BOT CHORD 11-12=145/266, 10-11=33/690, 8-10=112/805 WEBS 1-11=146/826, 2-11=-264/148, 3-11=696/198, 3-10=0/319, 5-8=1050/194 NOTES- 1) Wind: ASCE 7-16; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical 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 speck to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 12=149,8=168. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. �{II11111/��� � ,,�����VLIUS F I �•'"G E N S ''. • 34869 i Q s 0NA,{ E,,%% Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 my building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss TypOty Ply Reed Res TROSOF T23969460 J43060 E10 SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:30 2021 Page 1 ID:7b8eR090C1 HXoRKgzpo36wy3oO7-Ei7FGS7neJOs9zLGWeBLIupolAE5ifngROL9CKzGpTJ - 4-1-14 11-1-3 174-6 19b-14 4-1-14 6-11-5 6-3-3 2-2 8 4x4 = 46 = 5.00112 1 2 2x4 11 3x8 = 3x4 2x4 11 3x4 = 4x4 = LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress ]nor YES BCDL 10.0 Code FBC2020ITPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-7: 2x6 SP No.3 REACTIONS. (size) 11=Mechan]cal, 7=0-8-0 Max Horz 11=-301(LC 6) Max Uplift 11=-148(LC 4). 7=170(LC 8) Max Grav 11=762(LC 14), 7=986(LC 1) Scale = 1:41.0 lb IR CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.55 Vert(LL) -0.05 9-10 >999 240 MT20 244/190 BC 0.45 Vert(CT) -0.13 9-10 >999 180 WB 0.76 Horz(CT) 0.01 7 n/a n/a Matrix -AS Weight: 117 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-737/174, 1-2=372/171, 2-4=510/150, 4-5=-1039/200 BOT CHORD 9-10=94/888 WEBS 1-10=-140/752, 4-10=-627/176, 5-9=100/896, 5-7=-881/213 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 atjoint(s) except (jt=lb) 11=148, 7=170. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,�11111111/// 34869 40 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall FIVE' 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 ANSI7'P/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res ' T23969461 J43060 Ell ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:312021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7-ivheToBPPdWjjn7wS4Lgbg5LnLab7RBo_g24ikmzGpTl 6-1-14 12-1-5 17-4-6 19b-14 6-1-14 5-11-8 5-3-12-2 8 4x4 = 5x5 = 5.00112 1 15 2 Scale = 1:36.2 6 lat. 11 3x8 = 3x4 = 4x4 = 72x4 II 3x4 = 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.03 10-11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.07 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 112 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 5-7: 2x6 SP No.3 REACTIONS. (size) 11=Mechanical, 7=0-8-0 Max Horz 11=263(LC 6) Max Uplift 11=148(LC 4), 7=172(LC 8) Max Grav 11=762(LC 1), 7=986(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-708/172, 1-2=-539/189, 2-4=671/174, 4-5=-1019/200 BOT CHORD 8-10=103/879 WEBS 1-10=-139/739, 4-10=430/131, 5-8=120/935, 5-7=885/204 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=148,7=172. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. .� • E GNs '.� ,�� .•�\ ••. it 34869 r J' . O ORIV l� ON Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. ° Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Dty Ply Reed Res • T23969462 J43060 E12 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:32 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7-A5FOh892AxeaOHVfd3BgNJuu2zsVAfO7vigGHCzGpTH 7-11-14 13-10-10 19-6-14 7-11-14 5-10-12 5.8.4 Scale = 1:33.5 5x6 13x8 = „ 7 3x4 6 3x4 3x4 11 3x8 = = 3x6 = 7-11-14 9-4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Wen Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.14 6-8 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.29 6-8 >718 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020ITPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-6: 2x6 SP No.3 REACTIONS. (size) 9=Mechanical, 6=0-8-0 Max Horz 9=-228(LC 6) Max Uplift 9=-148(LC 4). 6=174(LC 8) Max Grav 9=762(LC 1). 6=986(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-693/170, 1-2=702/201, 2-3=-841/184 BOT CHORD 6-8=-1311788 WEBS 1-8=145/786, 3-6=1018/252 PLATES GRIP MT20 244/190 Weight: 105 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; VuK=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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 speck to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except T=lb) 9=148,6=174. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. m A I� 'DENS . 34869 �. ♦ Intl Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 s Truss Type Qty Ply Reed Res - TE1u3 T23969463 J43060 COMMON 4 1 Job Reference o tional test toast I cuss, m. fierce, FL - 34946, 8.430 s Apr 20 2021 MITek Industries, Inc. Thu May 13 19:45:33 2021 Page 1 _ ID:7b8eRO90C1HXoRKgzpo36wy3o07-eHpOuU9gxEmROR4rBmi3vWRgbNDPv5UH7MZppezGpTG 4Z 5 8.6.6 13-10-13 19-0-14 4-0-15 r 4-1-7 5-4-7 5-8-1 2x4 3x6 4x4 = — 3x6 = Scale = 1:33.8 6 R 8-" 17.4-6 1 8 19 6-14 8-6-6 B-10-0 1-10 8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.48 Vert(LL) -0.10 7-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.20 7-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -AS Weight: 101 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 5-7: 2x6 SP No.3 REACTIONS. (size) 10=Mechanical, 7=0-8-0 Max Horz 10=-154(LC 6) Max Uplift 10=-138(LC 8). 7=178(LC 8) Max Grav 10=762(LC 1), 7=986(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-838/198, 3-4=858/192 BOT CHORD 9-1 0=1 17/814, 7-9=1341792 WEBS 3-9=25/344, 2-10=837/171, 4-7=1050/245 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat, II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 Ill uplift atjoint(s) except (jt=lb) 10=138,7=178. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,,11111111111/��,, 4% No 34869 � r r S O N A % � 1�? Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with 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 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 oftrusses and truss systems, see ANSYTIM Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Reed Res - T23969464 J43060 E14 COMMON 1 1 Job Reference o tianal a East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:34 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7.6UMm6gAliYulebe1IUDlSkzJXnYweXrQMOJNL5zGpTF 4-4-10 12-8-3 17-8-6 4-4-10 4-1-12 4-1-13 5.0-3 2x4 4x4 = Scale = 1:32.8 9 ...... — 3x4 = 6 3xB = 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.11 6-8 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.23 6-8 >885 180 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-6: 2x6 SP No.3 REACTIONS. (size) 9=Mechanical, 6=0-8-0 Max Horz 9=153(LC 6) Max Uplift 9=141(LC 8), 6=141(LC 8) Max Grav 9=780(LC 1), 6=780(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=869/201, 3-4=870/202, 4-5=-294/73, 5-6=257/79 BOT CHORD 8-9=-123/836, 6-8=138/892 WEBS 3-8=53/387, 2-9=876/179, 4-6=829/176 PLATES GRIP MT20 244/190 Weight: 95 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=141, 6=141. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. h ♦♦♦11111111111p$I.*, ,�♦♦ 0L1U S ••• G E N S00 34869 Julius Lee PE No.34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East.Blvd. Tampa FL 33610 Date: May 14,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type aty Ply Reed Res • T23969465 J43060 E15 COMMON 1 1 ` Job Reference (optional) 1, East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:45:35 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7-agw8J9BwTsO9FkDEJBkX_xWXBBtINzfZbg2wtXzGpTE 5.03 9-2-0 133-13 184-0 5-0-3 4-1-13 4-1-13 5-0-3 3x4 4x4 = " ° — 3x8 = Scale = 1:34.0 9-2-0 9-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.11 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.23 6-7 >944 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -AS Weight: 98 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* 1-9,5-6: 2x6 SP No.3 REACTIONS. (size) 9=0-8-0, 6=0-8-0 Max Horz 9=149(LC 7) Max Uplift 9=-146(LC 8), 6=146(LC 8) Max Grav 9=804(LC 1), 6=804(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=293/74, 2-3=921/210, 3-4=921/210, 4-5=293/74, 1-9=-258/79, 5-6=257/79 BOT CHORD 7-9=145/938, 6-7=145/932 WEBS 3-7=61/421, 2-9=876/182, 4-6=876/182 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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=1b) 9=146, 6=146. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ��111111//II %'00us CF���i�i .� DENS ��. No 34869 �•� OR 10 Pit O N A' ECG% Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 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 any 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 ANSVrPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969466 J43060 E16 COMMON 1 1 It Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:45:36 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7-2sUXXVCYE98?tuoQsuFmX93iJbIR6QajgKoTQzzGpTD 2-2 8 6-5-10 11-0-8 15-8-14 20-2-8 2-2-8 4-3-2 4-6-14 43-6 4-5-10 R Scale = 1:33.6 4x4 = 3x4 = _... _... _... 3x6 = 1-10-8 2-21 7-10-7 143-1 20-2-8 1_10-8 5-7-15 6-4-10 5-11-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.04 8-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.09 8-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Hcrz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 105 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 2-11: 2x6 SP No.3 REACTIONS. (size) 11=0-8-0, 7=Mechanical Max Horz 11=150(LC 7) Max Uplift 11=-245(LC 8), 7=140(1_C 8) Max Grav 11=1014(LC 1), 7=791(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-982/230, 4-5=1028/244 BOT CHORD 10-11=108/897, 8-10=55/736, 7-8=136/946 WEBS 2-11=-267/122, 3-11=11251221, 4-10=28/254, 4-8=-49/314, 5-7=989/164 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 11=245, 7=140. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,��%*** ' � uS i � 'DENS 4P� No 34869 r 5�i4MW� n :•L7, .!. Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 �— WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1912020 BEFORE USE. ago' 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 ANSYrPI1 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 Reed Res ' T23969467 143060 F01G HIP GIRDER 2 1 • Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:38 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7-7FcHxBDolnOj7Cyo_JIEca83sO2XaQSOHeHaUszGpTB 1-10 8 2-7-0, 4-1-1 8-4-8 12-7-15 142-0 1410$ 16 9-0 1-108 088 1$1 4-3-7 437 1-01 088 1-108 Special = 5.00 FIT 04 Special Special Special 3x8 = Special 25 4 26 Special 4x4 = 1-1� 12 5 3x6 1-11-12 2 3x8 6 18 3x, 27 28 d d ix4 = e e 16 10 e e e e ' _ 17 3x6 xe — 01 x = 11 9 3x6 = 3x6 3x6 II 15 14 2-1-5 x4 II Sp cial NAILED 13 3x8 = NAILED NAILED NAILED 12 Ix 4 11 2-1-5 Special I 1-10-8 ,2-7-0, 4-1-1 8-0 8 12-7-15 1421 1410$ 16 9-0 1-10.8 0-8 6 14 1 4-3.7 4 3 7 1.6-1 0 8 8 1-10-8 "Special" indicates special hanger(s) or other connection device(s) required at location(s) shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. Scale = 1:36.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.01 12-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 15 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(CT) -0.00 9 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MS Weight: 113 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 2-17,6-9: 2x6 SP No.3 10-0-0 oc bracing: 14-15,11-12. WEBS 2x4 SP No.3 *Except* 13-16,10-13: 2x4 SP No.2 REACTIONS. (size) 9=0-8-0, 17=0-8-0 Max Horz 17=-48(LC 6) Max Uplift 9=-412(LC 5), 17=-474(LC 8) Max Grav 9=326(LC 18), 17=326(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-17/352, 3-4=01298, 4-5=0/298, 5-6=17/352 BOT CHORD 17-18=-308/481, 2-18=260/449, 8-9=308/418, 6-8=-260/412 WEBS 2-16=369/96, 3-16=0/283, 13-16=293/98, 10-13=-293/98, 5-10=0/283, 6-10=370/97 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 atjoint(s) except (jt=lb) 9=412,17=474. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NOS guidlines. 'ontinued on page 2 %% LIUS . ♦ '• No 34869 �O N A1111, Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Mav 14,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with IiI connectors. This design Is based only upon parameters shown, and Is for an individual building component, not HT 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 bulling of individual truss web andfor 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 Qualrly 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 Reed Res T23969467 J43060 F01 G HIP GIRDER 2 1 Job Reference o floral tea , —.1 .. ter• r = � u4u, u.43u S Apr Zu ZUZ1 MI I eK Industries, Inc. Thu May 1319:45:38 2021 Page 2 NOTES- ID:7b8eR090C1HXoRKgzpo36wy3oO7-7FcHxBDolnOj7Cyo_JIEca83sO2XaQSOHeHaUszGpTB 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 570 lb up at 4-1-1, 38 lb down and 103 lb up at 6-1-13, 38 lb down and 103 lb up at 8-1-13, 38 lb down and 103 lb up at 8-7-3, and 38 lb down and 103 lb up at 10-7-3, and 570 lb up at 12-7-15 on top chord, and 34 lb up at 4-1-1, and 34 lb up at 12-7-15 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: 1-3=70, 3-5=70, 5-7=70, 18-19=20, 11-15=-20, 8-22=20, 16-17=-20, 9-10=-20 Concentrated Loads (lb) Vert: 3=31 1 (F) 5=31 1 (F) 14=24(F) 13=48(F) 4=76(F) 12=24(F) 25=38(F) 26=38(F) 27=24(F) 28=24(F) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTekdl 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 INV Z, 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-69 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Reed Res T23969468 J43060 F02 HIP 2 1 8 i Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:39 2021 Page 1 ID:?b8eR090C1 HXoRKgzpo36wy3oO7-TRAf9XERW4WakMX?Y1 pT9nh90oJ WJrz9wlO7OlzGpTA 2 0-0 3-9-7 8 4 9 1_- 14 21 2 0 0 3-9-7 4-7-2 3-9-7 2 0-0 5x5 = 4x4 = 5.00 Scale = 1:30.9 93x6= 3x8 = 2x4 II 12-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.11 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.21 8-9 >667 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2020f PI2014 Matrix -AS Weight: 85 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 9=Mechanical Max Horz 9=210(LC 6) Max Uplift 7=-190(LC 8), 9=190(LC 8) Max Grav, 7=685(LC 1), 9=685(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 34=283/137, 4-5=363/137, 2-9=325/203, 5-7=675/201 BOT CHORD 8-9=-103/296 WEBS 3-9=390/100, 5-8=48/402 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown Covers rain loading requirements speck to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=190, 9=190. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom Chord. �0-IL) S �� .•' LENS '., • `'\ 4$ • 34869 a D:iA7 Julius Lee PE No.34869 M7ek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ®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 M7ek® 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 Mal building design. Bracing Indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Reed Res T23969469 J43060 F03 Hip 2 1 G Job Reference (optional) tear �.uaaa i r u rr. rrcrcn, rc - �uwu, m43U s Apr zu zuzi MI I eK InciusVlBs, Inc. I nu May 13 19:45:40 2021 Pagel ID:?b8eR090C1 HXoRKgzpo36wy3oO7-xekl MtF3HOeRM W6B5kKih?DKKCiv2L91kymhZkzGpT9 64-9 5-9-7 6-1-0 12-2-0 ' 5.9.7 CL3.q - 5-9.7 D3-9 4x6 = Scale = 1:36.9 5.00 12 2x4 11 ' 5-9-7 5.9-7 3x4 = 3xxg-5dl 2x4 11 ¢1-0 12-2-0 9 5-55 03-9 0-1-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.05 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -AS Weight: 75 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 4=Mechanical Max Horz 7=21 O(LC 6) Max Uplift 7=97(1_C 8), 4=97(LC 8) Max Grav 7=534(LC 1), 4=534(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-415/134, 2-3=-415/134, 1-7=-478/118, 3-4=-478/118 WEBS 1-6=-48/345, 3-6=49/346 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 7, 4. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTeW 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 �� pp TBk• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the IVI� I 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 Reed Res T23969470 J43060 ` FG01 Flat Girder 1 q J Job Reference (optional) East Coast Truss, R. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:45:42 2021 Page 1 ID:?b8eRO90C1HXoRKgzpo36wy3oO7-lOronZGJp?u9bpGaD9MAnQJbr?CGW4gbCGFoddzGpT7 2-10-13 5-7-15 85-0 11-2-2 13-11-3 16-85 195.E 221 2-10-13 2-9 1 2-9-1 2-9-2 2-9-2 2-9 1 2-9 2 2-10-14 2x4 11 2x4 II 4x14 = 6x6 = sx12 = 1 22 2 23 3 24 254 5 26 4x6 II 5x16 = 1x4 II 4x14 = 5x14 M18SHS = 4x14 = 1x4 II 5x16 = 4x6 II Scale=1:37.4 6x6 = 3xl0 = 2x4 II 4x14 = 2x4 11 6x12 = 6 27 7 8 2829 9 30 10 11 1x4 II 2-10-13 5-7-15 80 11-2-2 13-111 3 16 85 19 55 22-0-0 2-10-13 2-9-1 2-9-1 2-9-2 2-9 2 2-9 1 2-9 2 2-10-14 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.89 TCDL 15.0 Lumber DOL 1.25 BC 1.00 BCLL 0.0 Rep Stress Incr NO WB 0.83 BCDL 10.0 Code FBC2020rrPI2014 Matrix -MS LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 1-21,11-12: 2x8 SP No.3, 1-20,11-13: 2x4 SP No.2 REACTIONS. (size) 21=Mechanical, 12=0-4-0 Max Horz 21=-41(LC 4) Max Uplift 21=-2693(LC 9), 12=2143(LC 5) Max Grav 21=5622(LC 1), 12=4484(LC 1) DEFL. in (loc) Uden Ud PLATES GRIP Vert(LL) 0.83 16 >314 240 MT20 2441190 Vert(CT) -1.17 16 >222 180 M18SHS 2441190 Horz(CT) 0.15 12 n/a n/a Weight: 373 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-6-4 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-21=5415/2584, 1-2=1138115451, 2-3=-11381/5451, 3-5=25140/12025, 5-6=25140/12025, 6-7=-25169/12039, 7-9=-25169/12039, 9-1 0=1 1220/5374, 10-11 =1 1220/5374, 11-12=-4284/2037 BOT CHORD 20-21=543/1076, 19-20=9472/19778, 18-19=9472/19778, 16-18=12680126500, 15-16=12680/26500, 14-15=9478/19810, 13-14=9478/19810, 12-13=-460/945 WEBS 1-20=5248/10981, 2-20=953/442, 3-20=8890/4251, 3-18=-2713/5677, 5-18=1296/597, 6-18=1440/692, 6-15=1409/675, 7-15=-1301/599, 9-15=2716/5674, 9-13=9094/4356, 10-13=861/388, 11-13=5236/10950 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 20 -1 row at 0-9-0 oc. Webs connected as follows: 20 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 21=2693,12=2143. Continued on page 2 `♦♦♦ �3L1U S OFF • �% 34869 -53 do • • �U�: Julius Lee PE No.34869 MIek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 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 ANSMP11 Quality Cdterfe, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Mav 14,2021 Job Truss Truss Type Qty, Ply Reed Res - T23969470 J43060 FG01 Flat Girder 1 Job Reference (optional) a East Coast Truss, Ft. Pierce, FL - 34946. 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:42 2021 Page 2 ID:?b8eRO90C1HXoRKgzpo36wy3o0740ronZGJp?u9bpGaD9MAnQJbr7CGW4gbCGFoddzGpT7 NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 806 lb down and 436 lb up at 0-3-10, 734 lb down and 463 lb up at 1-8-4. 734 lb down and 463 lb up at 3-8-4, 734 lb down and 463 lb up at 5-8-4, 734 lb down and 463 lb up at 7-8-4, 734 lb down and 463 lb up at 9-8-4, 734 lb down and 463 lb up at 11-8-4, 734 lb down and 463 lb up at 13-8-4, 734 lb down and 463 lb up at 15-8-4, and 734 lb down and 463 lb up at 17-8-4, and 734 lb down and 463 lb up at 19-8-4 on top 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: 1-11=70, 12-21=-20 Concentrated Loads (lb) Vert: 1=-806 3=-734 7=734 10=734 22=734 23=-734 25=-734 26=-734 27=734 29=734 30=734 IL 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 �e 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/TP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Reed Res - T23969471 J43060 ' FG03 Flat Girder 1 Job Reference (optional) East Goast Truss, Ft. Pierce, FL - 34946. 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:43 2021 Page 1 ID:?bBeR090C1HXoRKgzpo36wy3oO7-LCPA?uHxaJlODznnnttPJdrlKPcSFVWIRw_L93zGpT6 2-9-9 5-5.5 8-1-2 10-8-15 13�-11 16-2-4 2.9.9 2-7-13 2-7-13 2-7-13 2-7-13 2-9-9 Scale = 1:26.9 6x12 —_ 1x4 II 48 = lx4 II 48 = 4x6 = 1x4 II 6x12 = 1 17 2 18 19 3 20 4 21 5 6 22 7 23 24 8 lb 4x12 = 1x4 II 4x8 = 1x4 II 4x12 = 9 4x6 II 4x10 M18SHS = 4x6 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.34 12 >556 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.53 12 >354 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 181 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 244 oc pudins, BOT CHORD 2x4 SP M 31 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 7-3-4 oc bracing. 1-16,8-9: 2x8 SP No.3, 1-15,8-10: 2x4 SP No.2 REACTIONS. (size) 16=0-7-4, 9=0-4-0 Max Horz 16=41(LC 4) Max Uplift 16=1580(LC 9). 9=1681(LC 9) Max Gram 16=3739(LC 1), 9=3705(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-3574/1500, 1-2=-7865/3335, 2-3=7865/3335, 34=14700/5999, 4-5=14700/5999, 5-7=6621/2612, 7-8=-6621/2612, 8-9=3578/1620 BOT CHORD 15-16=370/807, 13-15=5380/12821, 12-13=-5380/12821, 11-12=-4738/11975, 10-11=-4738/11975,9-10=265/650 WEBS 1-15=3'192/7561, 2-15=981/412, 3-15=-5270/2177, 3-12=-656/1998, 4-12=1629/640, 5-1 2=-1 334/2897, 5-10=5693/2275, 7-10=-365/107, 8-10=-2511/6397 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "xY) nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=1580, 9=1681. `tS111111/I/",I ' DENS ..0 �,, • • �\ 4 • ,i 34869 �0 . �v�C p R 10 Q,�N=��• 0J# Stitt.% Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Mav 14.2021 Continued on page 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall' building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Reed Res T23969471 J43060 i FG03 Flat Girder 1 Job Reference (optional) test coast I russ, F-L Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:44 2021 Page 2 ID:?b8eR090C1HXoRKgzpo36wy3oO7-pPzYCEIZLd9tr7PyKaPesrOw4pyh zlufakuiWzGPT5 NOTES- 11) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 696 Ib down and 391 Ib up at 1-1-8, 778 Ib down and 448 Ib up at 3-1-8, 785 Ib down and 463 Ib up at 5-1-8, 785 Ib down and 473 Ib up at 7-1-8, 1348 Ib down and 591 Ib up at 9-1-8, 305 Ib down and 174 Ib up at 10-11-11. 261 Ib down and 183 Ib up at 12-11-11, and 421 Ib down and 264 Ib up at 14-11-11, and 768 Ib down and 543 Ib up at 15-10-10 on top chord. The designtselection 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: 1-8=70, 9-16=20 Concentrated Loads (lb) Vert: 8=-663 5=-305 17=696 18=778 19=-785 20=-785 21=1348 22=261 23=-421 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-7473 rev. 5/192020 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 INV `a 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 ANSVTPI1 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 e Oty Ply Reed Res ]=PGIRDER T23969472 J43060 G01G 1 1 Job Reference (optional) test L oast i runs, t-t. vierce, FL - 34V46, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:45 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7-IbXwPaJC6wHkSH_9uHwtO2wGIDPXja22uETSEyzGpT4 3-0-0 6-0-0 8-8-0 10-0-12 12-10 8 3-M 3.0-0 2-8 0 1.8-12 2-5-12 Special 4x4 = Special 5.00 12 NAILED 5x5 = 2x4 II Special 3x6 = 1x4 II Scale: 12"=1' 3-M 5-8-0 1-8-12 0 12 2-5-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.03 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 69 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 4-8,1-10: 2x6 SP No.3 REACTIONS. (size) 10=0-8-0, 8=0-8-0, 7=0-1-8 Max Horz 10=-117(LC 6) Max Uplift 10=212(LC 8), 8=273(LC 8). 7=-121(LC 32) Max Grav 10=487(LC 17), 8=692(LC 1), 7=246(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=431/205, 2-3=367/201, 1-10=468/190 BOT CHORD 8-9=-169/303 WEBS 3-8= 635/229, 1-9=206/440 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 at joint(s) 7. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=212, 8=273, 7=121. 10) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 237 lb down and 177 lb up at 3-0-0, and 228 lb down and 170 lb up at 6-0-0 on top chord, and 119 lb down and 13 lb up at 3-0-0, and 107 lb down and 39 lb up at 5-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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 Continued on page 2 % i 34869 lo 00 40 40 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Mav 14.2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I19/2020 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 ANSU7P/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 Reed Res - T23969472 J43060 G01G HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:45:45 2021 Page 2 ID:7b8eR090C1HXoRKgzpo36wy3oO7-IbXwPaJC6wHkSH_9uHwtO2wGIDPXja22uETSEyzGpT4 LOAD CASE(S) Standard Un'Iforrn Loads (plf) Vert: 1-2=70, 2-3=70, 3-6=70, 10-11=20 Concentrated Loads (lb) Vert: 2=-91(F) 3=-78(F) 9=20(F) 14=68(F) 15=20(1`) 16=19(F) ® 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 property Incorporate this design into the overall �• building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City PlyTjob d Res - T23969473 J43060 G02 COMMON 1 Reference (optional) easy coasi I russ, ri. rlerce, rL - 34avts, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:45 2021 Page 1 IN ID:?b8eR090C1 HXoRKgzpo36wy3oO7-mn5ldwKgtEPb4RZLS?R6xGTRidnkS2FB7uD7mOzGpT3 4-6-0 8.8-0 10-4-12 12-10-8 4-M 4-2-0 1-0-12 2-5-12 4x4 = 5.00 12 2x4 11 2x4 11 1x4 11 Scale = 1:25.4 I9 4.5-0 i 8-8-0 10�-12 1 1 12-10-8 4�r0 4-2-0 1-812 12 25-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -AS Weight: 67 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 3-7,1-9: 2x6 SP No.3 REACTIONS. (size) 9=0-8-0, 7=0-8-0, 6=0-1-8 Max Horz 9=134(LC 6) Max Uplift 9=170(1_C 8), 7=247(LC 8), 6=-63(LC 9) Max Grav 9=331(LC 1), 7=586(LC 1). 6=221(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=264/163, 2-3=262/163, 1-9=-289/133 WEBS 3-8=104/390, 3.7=539/185 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. ius 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is ♦♦♦ Jv�' the responsibility of the fabricator to increase plate sizes to account for these factors. ♦♦� .�G E 1V,9 •• �i� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦ ; • V' F•••• 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 34869 will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except at=lb) 9=170, 7=247. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum �O sheetrock be applied directly to the bottom chord. 0 Nr%��,��. Julius Lee PE No.34869 MIT& USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -- Design valid for use only with Mi rek® connectors. This design is based only upon parameters shown, and is for an individual building component, not Sol' a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ss Truss Type Qty Ply Reed ResT23969474 F J43060 Hot HIP GIRDER 1 Job Reference (optional) test [;oast I rues, Ft. Pierce, FL - 34945, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:45:47 2021 Page 1 ID:7b8eR090C1HXoRKgzP036wy3oO7-E fhgGKSeYXSibSXOiyLUTOdHO40BVtKLYyZJrzGpT2 1.8-11 5-9-5 7.64 1-8-11 4-0-10 1-8-11 Special 5.00 F12 Special US NAILED US = nuo.<o 3x10 II Special Nubzt Scale = 1:16.3 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 NO Code FBC20201rP12014 CSI. TC 0.15 BC 0.37 WB 0.19 Matrix -MP DEFL. in Vert(LL) -0.01 Vert(CT) -0.03 Horz(CT) 0.00 (loc) Udefl Ud 5-6 >999 240 5-6 >999 180 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 106 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x8 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.3 - 2-0-1, Right 2x6 SP No.3 A 2-0-1 REACTIONS. (size) 1=0-8-0, 4=0-8-0 Max Horz 1=-20(LC 30) Max Uplift 1=717(LC 8), 4=71O(LC 8) Max Grav 1=1723(LC 36). 4=1754(LC 37) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-608/251, 2-3=1604/634, 3-4=-441/182 BOT CHORD 1-6=-608/1535, 5-6=-644/1647, 4-5=582/1504 WEBS 2-6=-392/1194, 3-5=-347/1117 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs follows: 2x4 1 0-9-0 ,1�1111111►,,��' connected as - row at oc. 2) All loads to if front back face in CASE(S) v�IU S are considered equally applied all plies, except noted as (F) or (B) the LOAD section. Ply to E N •• ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. ,%� .•'�fu S V F•••. 3) Unbalanced roof live loads have been considered for this design. �� 4) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; 34869 Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) 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 building designer ANSI/TPI 1. C 0 rr as applicable, or consult qualified as per 6) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck �• 40 to the use of this truss component. 7) Provide adequate drainage to prevent water panding. i�,T 8) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is •f the spty of th fabri ator to increase plate sizes to account for these factors.oc.��� L 9) Gable studs �8111111111 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) ' 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 Julius Lee PE No.34869 will fit between the bottom chord and any other members. MiTek USA, Inc. FL Cert 6634 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) 6904 Parke East Blvd. Tampa FL 33610 1=717, 4=710. Date: 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 14,2021 Continued on page 2 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only.with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 __J Job Truss Truss Type Qty Ply Reed Res T23969474 J43060 H01G HIP GIRDER 1 n L Job Reference o tional must uudst Truss, Ft. rlerce, M - a9a4o, 5.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:45:48 2021 Page 2 NOi eS- ID:?b8eRO90C 1 HXoRKgzpo36wy3o07-iAD32cL4PrflJkDZQTaOhYo1 QPdwx7UaCi6rHzGpT1 14) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-7-4 from the left end to 5-7-4 to connect truss(es) to front face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. 16) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 17) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 319 lb up at 1-8-11, and 78 lb down and 319 lb up at 5-9-5 on top 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 (plo Vert: 1-2=70, 2-3=70, 34=70, 7-13=-20 Concentrated Loads (lb) Vert: 2=162(B) 3=162(B) 6=642(1`=1002, B=360) 5=-642(F=-1002, B=360) 19=55(6) 20=948(F=1002, B=54) 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 MRek® 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 verily 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 pennanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcailon, storage, delivery, erection and bracing of trusses and truss systems, see ANSYM11 Quality Criteria, DSB-99 and BCSI Building Component 6904 Padre 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 Reed Res T23969475 J43060 MG01 MONOPITCH GIRDER 4 1 Job Reference (optional) Cast Uoast Iuss, F[. vierce, rL-:i4y46, 5-M 6.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:48 2021 Page 1 ID:7b8eR090C 1 HXoRKgzpo36wy3oO7-iAD32cL4PrflJgZQTaOhYjXQNkwzeUaCi6rHzGpT1 Scale = 1:19.7 2x4 11 5-0-0 5-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.50 Vert(LL) -0.04 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.09 3-4 >634 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.03 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 32 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 2x6 SP SS except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-4: 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 4=0-8-0 Max Horz 4=130(LC 7) Max Uplift 3=-212(LC 5), 4=180(LC 8) Max Grav 3=857(LC 1), 4=734(LC 1) 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors.11111411' 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�4j will fit between the bottom chord and any other members. ,�� .•'�G E IV S+ •• F•`•• 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) No 34869 3=212,4=180. •� 8) Use USP SUH24 (With 4-16d nails into Girder & 2-1od x 1-1/2 nails into Truss) or equivalent at 1-11-4 from the left end to connect truss(es) to front face of bottom chord. 9) Use USP SUH24 (With 4-10d nails into Girder & 2-1Od x 1-1/2 nails into Truss) or equivalent at 3-11-4 from the left end to connect • r truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �, ••• • ,�� , Q AD ) StandardG ODead .OR ��SS���A1 �,, 1 + Roof (balanced): Lumber Increase=1.25, Plate Increase=1.25 ` Uniform Loads (plf) Vert: 1-2=70, 3-4=20 Julius Lee PE No.34869 Concentrated Loads (lb) MTek USA, Inc. FL Cert 6634 Vert: 5=-665(F) 6=515(F) 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with Mi rek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall Z• 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 ANSI1rPl f Duality Criteria, DSB-09 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Dty Ply Reed Res T23969476 J43060 MG02 MONOPITCH GIRDER 1 1 Job Reference (optional) past OOast truss, Ft. Pierce, FL - 34946. 2x4 II 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:50 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7-eZKpTINKwTvOZ2t6hrV256e7CE6GOtGn2VBDv9zGpT? 3-1-8 3-1-8 snnR-7 4x4 = Scale: 3/4"=V LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.01 3-4 >999 180 BCLL 0.0 Rep Stress Incr NO WE 0.02 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20201rP12014 Matrix -MP Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-8 cc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 `Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. 1-4: 2x6 SP No.3 REACTIONS. (size) 4=0-8-0, 3=Mechanical Max Horz 4=94(LC 5) Max Uplift 4=-40(LC 8). 3=170(LC 5) Max Gram 4=242(LC 1), 3=783(LC 1) 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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 ANSIITPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is `,%� the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable studs spaced at 2-0-0 cc. ,�� .••�G E ly s •• ��� F•••• 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • �� V' 40 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 = No 348 69 •: will Tit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=170. 10) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent at 2-6-12 from the left end to connect • v truss(es) to back face of bottom chord, skewed 0.0 deg.to the right, sloping O.O,deg. down. �(/ �� 11) Fill all nail holes where hanger is in contact with lumber. Tn•••;C� Q P : 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ` . ; R , dONA1-��,��� LOADCASE(S) Standard �1111111 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 t<<l,, Uniform Loads (plf) Julius Lee PE No.34869 Vert: 1-2=70, 34=20 MTek USA, Inc. FL Cert 6634 Concentrated Loads (lb) 6904 Parke East Blvd. Tampa FL 33610 Vert: 5=-777(B) Date: May 14,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not , �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969477 J43060 MV2 VALLEY 5 1 ' Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:50 2021 Page 1 1 ID:?b8eR090C1 HXoRKgzpo36wy3oO7-eZKpTINKwTvOZ2t6hrV256e95EA00t7n2VBDv9zGpT? 2-0-0 annit9 2x3 Scale = 1:6.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deFl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 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/TPI2014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-0-0, 2=2-0-0, 3=2-0-0 Max Horz 1=-19(LC 8) Max Uplift 1=-11(LC 8), 2=-14(LC 8) Max Grant 1=44(LC 1), 2=59(LC 14), 3=25(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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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 speck to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) Bearing at joint(s) 1 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. ,spol `,��11111111j�,,I •� G E ..... • '�i No 34869 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East.Blvd. Tampa FL 33610 Date: May 14,2021 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 properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPif Quality Criteria, DSB-89 and 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 Reed Res T23969478 J43060 MV4 VALLEY 3 1 ■ Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 2x3 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 TCDL 15.0 Lumber DOL 1.25 BC 0.19 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 3=4-0-0, 2=4-0-0 Max Horz 3=-60(LC 6) Max Uplift 3=-27(LC 8), 2=-24(LC 8) Max Grav 3=148(LC 14), 2=141(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:52 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7-axSatzObS49koM1VoGYWBXIQGIgJsn34VpgKz2zGpSz Scale = 1:11.1 2x3 DEFL. in (loc) I/deft Lid PLATES GRIP Vert(LL) n/a n/a 999 MT20 2441190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 2 n/a n/a Weight: 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 atjoint(s) 3, 2. �♦ i G E N S.• ��i No 34869 Al ONA' E % ltl Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. May 14,2021 WARNING - Verlfy 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 ahvays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Weldon, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969479 J43060 MV4A VALLEY 1 1 ii Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:53 2021 Page 1 ID:?b8eRO90C1HXoRKgzpo36wy3oO738Oy5JPDDOHbQWbhMz3ljkGevRBLbEnDkTPtVUzGpSy 4-" 4-4-8 Scale = 1:13.6 2x3 = 1x4 II 2x3 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WE 0.03 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=44-8, 4=4-4-8, 5=4-4-8 Max Horz 1=82(LC 7) Max Uplift 1=-3(LC 8), 4=-16(LC 5), 5=-60(LC 8) Max Grav 1=76(LC 1), 4=73(LC 13), 5=247(LC 13) 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Gable requires continuous bottom chord bearing. �``US L� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. F 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 ,�� ,•'� G E (� S •• ��� will fit between the bottom chord and any other members. `� V F•••, �� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. No 34869 yt Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. May 14,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is 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 ANSYTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Reed Res _ T23969480 J43060 MV28 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 2x3 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:51 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7-6luBgeNyhmltACSIFY1HeJAJgeVy7KpwG9wmSczGpT_ 2-8-0 Scale = 1:8.4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in floc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 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/TPI2014 Matrix-P Weight: 7 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=2-8-0, 2=2-8-0, 3=2-8-0 Max Horz 1=30(LC 8) Max Uplift 1=10(LC 8), 2=-30(LC 8) Max Grav 1=89(LC 1). 2=73(LC 13), 3=40(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 2-8-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=Bft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. � •• GEN3 F ��i, �•V �•• �i 34869 i Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ®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 lye I' 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 possiblepersonal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TFl1 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 Reed as T23969481 J43060 MV31 VALLEY 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:52 2021 Page 1 ID:?b8eR09DC1HXoRKgzpo36wy3oO7-axSatzObS49koM1VoGYWBXj'TL1rgsn34VpgKz2zGpSz -1-0 2x3 Scale = 1:9.2 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (IDc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 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/TPI2014 Matrix-P Weight: 8 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-1-0 cc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-1-0, 2=3-1-0, 3=3-1-0 Max Horz 1=-36(LC 8) Max Uplift 1=-21(LC 8), 2=27(LC 8) Max Grav 1=82(LC 1). 2=11O(LC 14), 3=47(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=10Bft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) Bearing atjoint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. `,,1>1111111I1���' i. • 34869 Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. -- Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANS11TP/7 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 Type Qty PlyReed ResT23969482 FV.11sy J43060 MV51 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:54 2021 Page 1 ID:968eR090C1HXoRKgzpo36wy3o07-XKaKlfQr hPSlfAtwga_Gyo!BrS5KbYMy79QlxzGpSx 5-1-0 5-1-0 12x3 II 2x3 11 LOADING (psi) SPACING- 2-0 0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 TCDL 15.0 Lumber DOL 1.25 BC 0.36 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020lfP12014 Matrix-P 2x3 DEFL. in (Joe) I/defl L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 2441190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 2 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 3=5-1-0, 2=5-1-0 Max Horz 3=-64(LC 8) Max Uplift 3=-48(LC 8). 2=21(LC 8) Max Grav 3=196(LC 14), 2=189(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale=1:14.4 Weight: 17 lb FT = 20% Structural wood sheathing directly applied or 5-1-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 3, 2. ,,1%J1111111111 'Iisl 34869 :�0�.• . • <v�: ��►IAt- n11►j1 Julius Lee PE No;34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ® 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 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 Mirek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/i 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 Reed Res T23969483 J43060 MW1 GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 2x3 11 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:55 2021 Page 1 ID:?b8eR090C1 HXoRKgzpo36wy3oO7-?W8WdQTl?XJfpl4UO5Do9L_sFsU38OWBnu_aNzGpSw 5 4 2x3 I 1x4 II 2x3 Scale=1:18.8 7-1-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-P Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP Nc.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 5=7-1-0, 3=7-1-0, 4=7-1-0 Max Horz 5=-94(LC 8) Max Uplift 5=-24(LC 8), 4=-88(LC 8) Max Grav 5=99(LC 14), 3=114(LC 1), 4=363(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-285/119 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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 speck to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 5, 4. ,,{{{IIIIIIIII��I \G E N S • 34869 0 • i Julius Lee PENo.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/191202D 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 �v a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ■�Y■ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply Reed ResT23969484 T J43060 1 Piggyback 2 1 Job Reference (optional) cast t oast truss, m. Pierce, I-L - 34y4td, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:55 2021 Page 1 ID:?b8eRO90C 1 HXoRKgzpo36wy3oO7-?W8iW7QT.I7XJfpl4UO5Do9LyNFm386WBnu_aNzGpSw 4-10-5 9-8-10 4-10-5 4-105 2x3 = 1x4 II 3x4 = 2x3 = Scale = 1:18.3 9-8-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.01 5 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT) 0.02 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020(rP12014 Matrix-P Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 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) 2=7-6-1, 4=7-6-1, 6=7-6-1 Max Horz 2=-51(LC 6) Max Uplift 2=-76(LC 8), 4=-76(LC 8), 6=28(LC 8) Max Grav 2=218(LC 1), 4=218(LC 1), 6=332(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=Bft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed; end vertical 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 speck to the use of this truss component. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 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) 2, 4, 6. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ,,`�►1111111111/III �oqu S DENS' No 34869 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 A WARNING -Verify design parameters and READ. NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall HT building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969485 J43060 P1302 Piggyback 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:56 2021 Page 1 ID:7b8eRO90C1HXoRKgzpo36wy3oO7-Tji4jLR5WJfAHzKG15cSLNu9QfCsobefQReX6pzGpSv 4-3-10 9-8-10 4-3-10 5-5-0 4x4 = 4x4 = Scale = 1:18.6 5.00 12 5 2 F1 n 6 Lj 1 I$ Id 2x3 = 1x4 II 1x4 II 2x3 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 6 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.01 6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-P Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-6-1. (lb) - Max Horz 2=45(LC 7) Max Uplift All uplift 100 Ib or less at joints) 2, 5, 8, 7 Max Grav All reactions 250 lb or less at joints) 2, 5, 8, 7 FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5, 8, 7. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11111111//j� LENS 34869 iO N AX, E� Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke EasCBlvd. Tampa FL 33610 Date: May 14,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 vedfy the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969486 J43060 PB03 Piggyback 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 5.00 12 24 = 5x6 10 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:45:57 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7-xvFTxhSjHcnlu7vSbp7huaQU2ZnX2gpf5N4eFzGpSu 9-8-10 3x8 II 4 9-8-10 5x6 2x3 = Scale = 1:18.6 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 6 n/r 120 BCLL 0.0 Rep Stress Incr YES WE 0.04 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 27 lb 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. All bearings 7-6-1. (lb) - Max Horz 2=-22(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 10, 8 except 9=275(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8, 9. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ,%t111111fillq .� •DENS .`� •��'� F�'•. '. No 34869 OR X'0 ���►Il1111ItItt� Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ® WARNING - Verily 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 Sal, 1, building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW iTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969487 J43060 V4 VALLEY 1 1 Job Reference (optional) Last coast Truss, Ft. Pierce, FL - 34945, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:45:58 2021 Page 1 ?04768eR090C1 HXoRKgzpo36wy3oO7-P5pr81TL2wvuWHUe9WfwQozX3StXGVYytl7eAizGpSt 1-10-8 2-1.8 4-M 1-10-8 0-3-0 1-10-8 5.00 F12 2x3 2x3 Scale = 1:7.5 4-0-0 4-M 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 0.14 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Horz 1=-14(LC 6) Max Uplift 1=21(LC 8), 3=21(LC 8) Max Grav 1=114(LC 1), 3=114(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16: Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for 10.0 bottom live load live loads. ,,/111111111��� a psf chord nonconcurrent with any other 7) ' This truss has been designed for live load 20.Opsf the bottom in 3-6-0 tall by 2-0-0 ,,�� �`IU S �� �j a of on chord all areas where a rectangle wide fit between the bottom % E N ••. �I� will chord and any other members. `�� .••' G S 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.�•. 34869 A111������ 11 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ° Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 Quality Criteria, DSB-99 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969488 J43060 ZCJ1 JACK -OPEN 36 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:45:59 2021 Page 1 ID:?b8eR090C1 HXoRKgzpo36wy3oO7-tHNDLNU_pE2l8R3dEA9z?WhbsDE?yn56PsBjBzGpSs 0-11-4 0-11.4 2x3 = TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED LOADS AT ITS CANTILEVERED END(S). Scale = 1:7.3 PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 6 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.00 6 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 2=Mechanical, 3=Mechanical Max Horz 2=66(LC 1), 3=-66(LC 1) Max Uplift 3=-39(LC 8) Max Grav 3=83(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 3 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical 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 speck to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. E N S '.� No 34869 6 �.,a, r,,.. - - — _' 4%4 OR Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. *R Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not wee a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ■•Y■ 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 ANSUrP/f 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 Reed Res T23969489 J43060 ZCJ3 JACK -OPEN 25 1 Job Reference (optional) test coast i russ, Ft. Pierce, hL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:45:59 2021 Page 1 ID:?b8eR090C1 HXoRKgzpo36wy3oO74HNDLNU_pE218R3dEA9z?W WRsDs?x156PsBjBzGpSs 2-11-4 2-11.4 Scale = 1:11.5 2-6-8 04-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.02 4 >475 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(CT) 0.03 4 >276 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) -0.05 3 n/a file BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD WEBS 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 5=0-8-0 Max Horz 5=43(LC 8) Max Uplift 3=-298(LC 1), 5=202(LC 8) Max Grav 3=98(LC 8), 5=558(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-541/196 Structural wood sheathing directly applied or 2-11-4 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=298,5=202. ,,tutu III 111#" 11 % US CFF�i�. . • • �.�G E N SF••••• ���'. .���� :• NO 34869 ice• •�: Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 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 Qual* Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type City PlyTJob es T23969490 J43060 ZCJ3A JACK -OPEN 2 erence (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:46:00 2021 Page 1 ID:7b8eR090C 1 HXoRKgzpo36wy3oO7-LUxbZjUcaXAblae1 GxhOVD208GYakPSFL3clFazGpSr 2-11 4 2x3 = 1x4 II TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED LOADS AT ITS CANTILEVERED END(S). 2-11 4 1� Scale = 1:11.5 PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.00 6 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.01 3-6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=Mechanical Max Horz 3=-258(LC 1), 2=258(LC 1) Max Uplift 3=-118(LC 8) Max Grav 3=251(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-133/309 BOT CHORD 1-3=-258/140 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=118. No 34869 r I �&'ONA�� E?.`. ll Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ® 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 iw iTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Saletylnformatton available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Reed Res T23969491 J43060 ZCJ3B JACK -OPEN 8 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:46:012021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7-ggVzm2VELrISNkDDgeCd2QbsLguVTsHOZjLlnIzGpSq • 1-10-8 2-11-4 1-10-8 1-0-12 Scale = 1:15.7 VERTICAL LEGS ARE NOT DESI LOADS IMPOSED BY SUPPORTS (BEARINGS). 1-10.8 1-10.8 2-11.4 1.0-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.11 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-5: 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 5=0-8-0 Max Horz 5=43(LC 8) Max Uplift 3=-273(LC 1), 5=133(LC 8) Max Grav 3=24(LC 4), 5=518(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 260 (lb) or less except when shown. BOT CHORD 4-5=-518/133, 2-4=525/110 NOTES- 1) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. This truss4) l 5) Thistruss has been designed fora Hive load 20.Opsf the bottom 3-6-0 tall by 2-0-0 of on chordin all areas where e arectangle wide fit between the bottom ♦���v1'�US E N •• �i� will chord and any other members. 6) Refer to for truss to truss connections. ♦♦♦ •�•�G S V 4$' girder(s) ♦♦ 7) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 34869 •� capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) = * •: * = 3=273,5=133. • Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTekO 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�1 building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and 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 Reed Res T23969492 J43060 ZCJ21C JACK -OPEN 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:46:01 2021 Page 1 ID:?b8eRO9OC1HXoRKgzpo36wy3oO7-ggVzm2VELrISNkDDgeCd2QbxOgvlTsHOT4LlnlzGpSq • 1-10-0 2-11.4 1-10-0 1-1-4 V 0 ab d 2x3 = 1-10-0 2x3 II 2-3-12 1 2-11-4 Scale = 1:8.9 Plate Offsets (X,Y)— 12:0-3-0,0-1-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.01 4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.01 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -MR Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-4: 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-5-4 Max Horz 2=43(LC 8) Max Uplift 3=55(LC 13), 2=61(LC 8) Max Grav 3=14(LC 8), 2=319(LC 13) 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 'Jill I a 111'r"1.* 34869 � r ♦ K/ Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not Mal a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPH 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 Reed Res T23969493 J43060 ZCJ5 JACK -OPEN 11 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 2x3 11 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:46:02 2021 Page 1 ID:?bBeR090C1HXoRKgzpo36wy3oO7-Is3M_OWs69QJ?unQOMjsbe87P3B3CJOYoN5rJTzGpSp 4-11-4 4-11-4 Scale = 1:15.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,41 Vert(LL) 0.00 4-5 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.36 Vert(CT) 0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(CT) -0.04 3 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=74(LC 8) Max Uplift 3=-30(LC 8), 4=-9(LC 1), 5=121(LC 8) Max Grav 3=62(LC 13), 4=20(LC 3), 5=401(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-270/103 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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 speck to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=121. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. v1-lUS GEN 34869 Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall NV 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 ANSLITP11 Quality Cdteda, 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 Reed Res T23969494 J43060 ZCJ5A JACK -OPEN 4 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:46:03 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7-m3dkBkXUtSYAc2Mcy3E57rgJTXzxmHh11gPsvzGpSo 3-7-8 4-11-4 3-7-8 1-3-12 v N N O 9 2x3 II Scale = 1:15.6 Plate Offsets (X,Y)— [2:0-0-12,0-1-121 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 0.37 Vert(LL) -0.01 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.02 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 8=0-8-0 Max Horz 8=74(LC 8) Max Uplift 3=-30(LC 8), 8=-110(LC 8) Max Grav 3=65(LC 13), 4=53(LC 3). 8=427(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-8=-263/82 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except (jt=lb) 8=110. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. �1111111/1j1 ♦♦♦♦♦♦�o-lu S CF .� DENS '.. 34869 • T AI % ;O Julius Lee PE. No.34869 MiTek USA, Inc. FL Cert6634 6904 Parke East.Bivd. Tampa FL 33610 Date: May 14,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is 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 ivi iTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969495 J43060 ZCJSB JACK -OPEN 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:46:04 2021 Page 1 ID:?b8eRO90C1HXoRKgzpo36wy3oO7-EFA6P4X6dmglECxoVnmKg3DUNttGgDarGhayOLzGpSn 4-11-4 4-11-4 2x3 11 2x3 11 Scale = 1:15.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.38 Vert(LL) 0.00 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.01 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 n/a file BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.3 REACTIONS. (size) 7=0-8-0, 6=0-8-0 Max Horz 7=81(LC 8) Max Uplift 7=-105(LC 8), 6=-60(LC 5) Max Grav 7=387(LC 1), 6=91(LC 13) 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 atjoint(s) 6 except Qt=lb) 7=105. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. `��II1111111//� spol)S E NSF'. i� No 34869 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ,,& 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■i{�Y�i building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek` 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 ANS11rP11 Quality Criteria, DSBA9 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 Reed Res T23969496 J43060 ZCJ5C JACK -OPEN 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:46:04 2021 Page 1 ID:?bBeR090C1HXoRKgzpo36wy3oO7-EFA6P4X6dmglECxoVnmKg3DUgtw6gDlrGhayOLzGpSn 1-9-0 2-4-4 4-11-4 1-8-0 10-84 2-7-0 Scale=1:15.6 10 9 62x3 11 5 2x3 2x3 11 7 1-10-8 1-841 i t} 3-0-4 4-11-41-8-0 2- 0-5-12 1-0-0 1-7-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.35 Vert(LL) -0.01 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.02 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 *Except' BOT CHORD Rigid ceiling directly applied. 2-8: 2x6 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-5-4, 5=Mechanical Max Horz 2=74(LC 8) Max Uplift 4=-24(LC 8), 2=-42(LC 8), 5=2(LC 8) Max Grav 4=95(LC 13), 2=340(LC 13), 5=44(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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for live load 20.Opsf the bottom in 3-6-0 tall by 2-0-0 a of on chord all areas where a rectangle wide • E N �i� will fit between the bottom chord and any other members. `�� ,•'� G • S V F��•, �� 6) Refer to girder(s) for truss to truss connections. �� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4, 2, 5. 34869 •: • 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 41jv • Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -- Design valid for use only with 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 r �, building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and 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 Reed Res T23969497 J43066 ZCJ7 JACK -OPEN 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:46:05 2021 Page 1 ID:7b8eR090C1 HXoRKgzpo36wy3oO7-iRkUcQYkO4ousMW73UHZCGmcyHCUPgY_ULJWwozGpSm 3-7-8 2x3 11 Scale = 1:20.5 1-10 8 z-2.8 3-7-8 45-8 1-10-8 4-0 15-0 0-10-0 2-5712 Plate Offsets (X,Y)— [2:0-0-12,0-1-12) LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.52 TCDL 15.0 Lumber DOL 1.25 BC 0.44 BCLL 0.0 Rep Stress Incr YES WB 0.05 BCDL 10.0 Code FBC2020rTP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 8=0-8-0 Max Horz 8=104(LC 8) Max Uplift 3=-62(LC 8), 8=-104(LC 8) Max Grav 3=146(LC 13), 4=89(LC 3), 8=490(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-8=-391/146 DEFL. in (loc) Udefl L/d PLATES GRIP Vert(LL) -0.04 6 >999 240 MT20 244/190 Vert(CT) -0.08 6 >684 180 Horz(CT) 0.03 3 n/a n/a Weight: 28 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 8=104. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. `% , ...... �I oo 34869 r • Julius Lee PENo.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 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 Mi rek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Reed Res T23969498 J43060 ZCJ7A JACK -OPEN 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL-34546, o.vwaryn....... .. ..... .....y _ ID:7bBeRO9OC1 HXoRKgzpo36wy3oO7-AelsgmZN9NwITV5BdCoolUlmbhVr86W7j733SEzGpSI M5-0-12 3.0.12 Scale = 1:19.8 2x3 II 2-0 0 2-7-0 2-0-0 0_7-o 5-0-12 2-5-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.05 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.09 6 >635 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.04 4 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -AS Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.3 REACTIONS. (size) 8=0-8-0, 3=Mechanical, 4=Mechanical Max Horz 8=99(LC 8) Max Uplift 3=-58(LC 8), 4=8(LC 8) Max Grav 8=239(LC 1), 3=152(LC 13), 4=107(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=6.Opsf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical 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 speck to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,`�I111111f/III,,I ,0LIU S ••�'��' E NSF•• i00 34869 % Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. *� Design valid for use only with M7ek0 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 indicated is to buckling individual truss web and/or chord members only. Additional temporary and permanent bracing i.��q M iTeW building design. Bracing prevent of is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Reed Res T23969499 J43060 ZCJ7B JACK -OPEN 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, ti.46u s Apr zu zuzi ml I eK inausmes, Inc. I nu may i a 1 a:go:Ur 262 1 rage I ID:7b8eRO90C1HXoRKgzpo36wy3oO7-egsF16a7wh2c5fgNBvJ1HhrxE4vgtZ5Hyfoc?gzGpSk 6-11-4 6-11-4 LOADING (psf) SPACING- 2-0 0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.02 4-5 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.04 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.03 3 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD WEBS 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-5-4 Max Horz 5=104(LC 8) Max Uplift 3=-65(LC 8). 5=-112(LC 8) Max Grav 3=150(LC 13), 4=77(LC 3), 5=445(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=354/147 Scale = 1:20.5 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.Opsf; h=15ft; B=108ft; L=70f; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed; end vertical 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 speck to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 pelf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 5=112. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,oLiUs 34869 i i,S�ONp� % Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 69D4 Parke East.Blvd. Tampa FL 33610 Date: May 14,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119t202O 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 7 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 fabdeaeon, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP11 Quality Criteria, DSBA9 and BCS/Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Reed Res T23969500 J43060 ZCJ7C JACK -OPEN 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. 6.43U s Apr ZU ZUZ1 Ni: i eK industries, Inc. Thu May i a i a:9o:u/ 2021 rage 1 ID:?b8eRO9OC 1 HXoRKgzpo36wy3oO7-egsFl6a?wh2c5fgNBvJ1 Hhrwm4sl tZmHyfoc?gzGpSk 1-&0 2-4-4 6-11-4 NN 1-&0 4-7-0 10 9 2x3 = 2x3 II 3x4 = 3x4 = 1-10-6 1-&0 1,1G,9 244 i 3A4 6-114 1-5-0 2 0-5-12 14" 3-7-0 LOADING (psf) SPACING- 2-0-0 CS'. TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 TCDL 15.0 Lumber DOL 1.25 BC 0.50 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 *Except* 2-8: 2x6 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-5-4, 5=Mechanical Max Horz 2=104(LC 8) Max Uplift 4=55(LC 8), 2=-47(LC 8) Max Grav 4=164(LC 13), 2=421(LC 13), 5=91(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:21.2 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.04 5-6 >999 240 MT20 244/190 Vert(CT) -0.09 5-6 >692 180 Horz(CT) -0.03 5 n/a n/a Weight; 28 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. `,♦♦` •.��0 E NSF•. 0 •• No 34869 s ON A 1 Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ®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 Mrrek® 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 HT BE' 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 ANSUTPlf Quality Criteria, DSB­89 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 Reed Res T23969501 J43060 ZEJ5 JACK -OPEN 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 2x3 11 5-M 6.4SU s Apr zu zuzi mi I eK Industries, Inc. I nu May i a-lw:4o: i -I zwz I rdge i ID:?b8eR090C1HXoRKgzpo36wy3oO7-Xb6ltTdV wY2aH_8QIOzSX?f6iGBpNFstHmgBRzGpSg Scale = 1:15.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.00 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(CT) 0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.04 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Holz 5=75(LC 8) Max Uplift 3=31(LC 8), 4=7(LC 1), 5=120(LC 8) Max Grav 3=65(LC 13), 4=22(LC 3), 5=402(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-272/104 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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 speck to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. live loads. ,,F I� $ 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other • in 3-6-0 tall by 2-0-0 ��fjU �� 5) This truss has been designed for a live load of 20.Opsf on the bottom chord all areas where a rectangle wide %% E N •• ��� will fit between the bottom chord and any other members. ,%% .••�`j S V F•••. �♦ 6) Refer to girder(s) for truss to truss connections. ,� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3, 4 except (jt=lb) = No 34869 •� 5=120. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. A' C�% Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with M7ek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �� a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary 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 oftrusses and truss systems, see ANSIITP/f Quality Criteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safefy/nformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969502 J43060 ZEJ7 JACK -OPEN 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 2x3 II LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 TCDL 15.0 Lumber DOL 1.25 BC 0.32 BCLL 0.0 Rep Stress Incr YES WB 0.04 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-3-5 Max Horz 5=103(LC 8) Max Uplift 3=66(LC 8), 5=108(LC 8) Max Grav 3=152(LC 13), 4=78(LC 3), 5=435(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=351/147 8.430 s Apr 20 2021 MITEK Industries, Inc. I nu May 13 iv:4u:12 LU21 Page 1 ID:?b8eR090C1 HXoRKgzpo36wy3oO7-?of84pe71DgvCQYLzSvC_IYpN5czYgKO5wWNguzGpSf 6-10-8 35-3 Scale = 1:20.4 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) -0.02 4-5 >999 240 MT20 244/190 Vert(CT) -0.04 4-5 >999 180 Horz(CT) 0.03 3 n/a n/a Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live toad shown covers rain loading requirements speck to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 5=108. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,`,�IIIIIIIIIIIIII 34869 i O R 1 O P,���• 11111//1111/11,, Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with 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 V 1 building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Reed Res T23969503 J4306b ZEJ9 JACK -OPEN 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, o.4au s mpr zu zun ml I eK incuslnes, Inc. i nu may -Is -raaoa a zuz I rage I ID:?b8eR090C1HXoRKgzpo36wy3oO7-T DW19emWXolpa7XXAQRXy5yXVgMHHG9KaFxCKzGpSe 4-5-8 8.10.8 4-5-8 45-0 Scale = 1:24.6 "�' — 8 2x3 11 2x3 11 1-10-8 2-2-5 3-7-8 814861 , _ 8-10-8 1-16-8 4 1-5-0 0-10-0 4-5-0 Plate Offsets (X Y)— [2:0-0-12 0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.10 6 >798 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.22 6 >362 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.09 3 n/a file BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 34 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 8=0-8-0 Max Horz 8=133(LC 8) Max Uplift 3=90(LC 8), 8=107(LC 8) Max Grav 3=219(LC 13), 4=124(LC 3), 8=566(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-8=542/234 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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 speck to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is ,,,�tt the responsibility of the fabricator to increase plate sizes to account for these factors. ,,� vL� i $ 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 �� E IN ,�� .•'�G & V F•'•. �� will fit between the bottom chord and any other members. �� 6) Refer to girder(s) for truss to truss connections. No 34869 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except (jt=lb) 8=107. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. � �• .0�,, O 1 R /ONAte��0 Julius Lee PE No.34869 MfTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. �e Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not Nil' 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 ANSUTP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safery/nformatfon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969504 J43060 ZEJ9A JACK -OPEN 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, t3.43U s Apr 2U ZUZ1 MI I eK Industries, Inc. I nu may 13 1 y:46:13 ZUZ1 rage i ID:?bBeR090C1HXoRKgzpo36wy3oO7-T DW19emV4Xolpa7XXAQRXy5zHVr5HEMKaFxCKzGpSe 1-8-0 2-4-4 8.10.8 , r 1.. 0-8-0 6-64 12 11 2x3 = 2x3 II 3x4 = 2x3 II 3x4 = 6 3x6 s44 1.10-8 1-8-0 1110.0 3-0-0 8-10-8 1-8-0 0 2 t-0-0 5-64 0-0-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.56 Vert(LL) 0.11 7 >762 240 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.25 7 >349 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) -0.05 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS I I I LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.2 'Except' BOT CHORD 2-12,3-8: 2x4 SP No.3, 2-10: 2x6 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-5-4, 6=Mechanical Max Horz 2=133(LC 8) Max Uplift 5=-65(LC 8), 2=-55(LC 8). 6=12(LC 8) Max Grav 5=201(LC 13), 2=504(LC 13), 6=134(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-643/32, 3-4=-604/56 BOT CHORD 2-10=119/579 WEBS 4-10=134/653 NOTES - Scale = 1:25.0 PLATES GRIP MT20 244/190 Weight: 43 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 8-10 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed; end vertical 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 speck to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 5, 2, 6. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11111111/11� �. No 34869 W;9/`ONA%� 00% Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Lai building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing Mirek` 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 ANSBTP/f quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Reed Res T23969505 J43060 ZEJ9B JACK -OPEN 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:46:14 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7-xAnuWfOHrwcRkij5txg4Ad2gvB9CgJJZE?UlmzGpSd _ N 7-M 5 12 6-64 2x3 II 3x4 = 16 0 Scale=1:22.8 .,'1. ,,— LOADING (psf) r.1..1-­. - SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.11 6 >729 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.24 5-6 >341 180 BCLL 0.0 Rep Stress ]nor YES WB 0.27 Horz(CT) -0.04 5 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -AS Weight: 35 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied. Except: 1-9: 2x6 SP No.3, 5-8: 2x4 SP No.2 10-0-0 cc bracing: 7-9 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-5-4, 4=Mechanical, S=Mechanical Max Horz 1=105(LC 8) Max Uplift 1=-26(LC 8), 4=-65(LC 8). 5=13(LC 8) Max Grav 1=332(LC 1). 4=197(LC 13), 5=134(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-733/71, 2-3=691/86 BOT CHORD 1-9=-159/720, 2-9=280/88 WEBS 3-9=-164/733 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,`♦♦♦♦�vL� IS r;F 34869 �cc :0%� � O R,OP: <cr4% Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ®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 vedy 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 fabdeation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969506 J43060 �ZEJ37 JACK -OPEN 3 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34945, 0.4OU 5 APr LU LUL I IVII r UK n1OU5e!Ub, n IU. r r IU ".y I J I V.9o.u0 ­1 F.W. i ID:7b8eR090C1HXoRKgzpo36wy3oO7-6OQdESbdh7ATpFZkdgGgvN90UD_cOYQBJYAX7zGpSj Scale = 1:12.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.00 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 13lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-7-3 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=53(LC 8) Max Uplift 3=-41(LC 3), 4=-68(LC 1), 5=145(LC 8) Max Grav 3=8(LC 4), 4=26(LC 8), 5=424(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-251/92 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical 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 speck to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Ut=lb) 5=145. E N00 _� ' • 34869 ON 181111111111 Julius Lee PE No.34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/192020 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 verifythe applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Cdterfa, DSO-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 Reed Res T23969507 J43060 ZEJ41 Jack -Open 12 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:46:09 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3o07-bD_7SnbFSIIKLzgmlKLVN6wFAucsLTGaPzHj3ZzGpSi _ 1-10-8 2-7-0 4-1-0 1-10-8 0-8-8 1-" s nnFi_7 7 2x3 II Scale = 1:24.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SIR No.3 *Except* BOT CHORD Rigid ceiling directly applied. 2-9: 2x6 SIP No.3 REACTIONS. (size) 4=Mechanical, 9=0-8-0, 5=Mechanical Max Horz 9=61(LC 8) Max Uplift 4=-45(LC 8). 9=-1O(LC 8). 5=13(LC 1) Max Grav 4=9(LC 6), 9=393(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 2-9=-327/54 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 9, 5. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. )'.IuSt LFF,,���i DENS. �. 34869 Julius Lee PE No.34869 MiTek USA, Inc. FL Cent 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ® 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 verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969508 J43060 ZEJ45 JACK -OPEN 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34945, 2x3 II 6.93U 5 Hpr LU LUL I IVII I UK IIIUU5U IU5, I—. I— IVIEy to I D.4V. IV LUG I rdye I ID:?b8eRO9DC1HXoRKgzpo36wy3oO7-3PYNf7ctDcQBy7Pys1skvKTNZIxH4wmjedlGc?zGpSh Scale = 1:14.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.07 4 >320 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(CT) 0.11 4 >207 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.09 3 rue n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 5=0-1-8 Max Horz 5=66(LC 8) Max Uplift 3=-62(LC 1). 5=-151(LC 8) Max Grav 3=24(LC 4), 5=455(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-393/158 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 5=151. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,�IIIIIII/LLL', "�ko-� ) IUS .� •DENS. '�. No 34869 Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTeM connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Cly Ply Reed Res T23969509 J43060 ZEJ46 JACK -OPEN 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 mi VeK Industries, Inc. I nu May 13 19:4ti:1U zuz1 rage 1 ID:?b8eRO90CI HXoRKgzpo36wy3oO7-3PYNf7clDcOBy7PyslskvKTRGIvZ4wWjjedlGc?zGpSh 2-10-8 i8 2-10-8 412 12 N d N 5 3x3 11 Scale = 1:19.9 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 24)-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20201fP12014 CSI. TC 0.61 BC 0.44 WB 0.00 Matrix -AS DEFL. in (loc) I/defj Ud Vert(LL) 0.00 4-5 >999 240 Vert(CT) 0.00 4-5 >999 180 Horz(CT) -0.06 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 20 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 6=0-3-5, 4=Mechanical Max Harz 6=68(LC 8) Max Uplift 3=154(LC 1), 6=220(LC 8), 4=62(LC 1) Max Grav 3=40(LC 8), 6=619(LC 1), 4=28(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 2-6=-463/161 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical 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 speck to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` 3-6-0 by 2-0-0 ,%� I $ F 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle tall wide `� 'Pj �e will fit between the bottom chord and any other members. ,�� .•'�C ENS'• 6) Refer to girder(s) for truss to truss connections. �� V 4S 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) = N O 34869 3=154,6=220. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. OR ONA� Julius Lee'PE No.34869 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ® WARNING - Verify design parameters and READ NOTES CN 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 Lao 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, DS13.69 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 Reed Res T23969510 J43066 ZHJ4 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MI Fek Industries, Inc. I nu May 13 1 V:4ti:It$ ZUZ7 rage 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7-tZvewBhepSBKg2s6Clz89bjXHjsxUc5cOYUbpfzGpSb 3-1-2 55-0 r 3-1-2 2314 Scale = 1:13.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.03 5-6 >802 180 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -MP Weight: 22 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x8 SP No.3 *Except* 2-5: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 6=D-11-5 Max Horz 6=57(LC 8) Max Uplift 3=20(LC 8), 4=-470(LC 17), 6=435(LC 8) Max Grav 3=39(LC 28), 4=96(LC 24), 6=684(LC 31) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-126/496 BOT CHORD 1-6=429/132, 5-6=429/75 WEBS 2-6=-668/155, 2-5=85/489 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-7 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It Is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 4=470, 6=435. 8) "NAILED" Indicates 3-10d (0.148"xW) or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 92 lb down and 323 lb up at 4-2-15, and 92 lb down and 323 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 4-7=20 ♦♦�♦���&IuS 34869 Z �? "'' ,ON Ai �0,,�♦ Julius Lee PE No.34869 MiTek USA, Inc. FL Cent 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 Continued on page 2 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with M7ek® 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 Welk' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 206DI Tampa, FL 36610 Job Truss Truss Type Oty Ply Reed Res T23969510 J43066 ZHJ4 DIAGONAL HIP GIRDER 1 1 Job Reference 1, ional East Coast Truss, Ft. Pierce, FL - 34946. LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 10=110(F=55, 121=55) 11=380(F=190, 13=190) 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:46:16 2021 Page 2 ID:7b8eR090C1HXoRKgzpo36wy3oO7-tZvew8hepSBKg2s6Clz89bjXHjsxUc5c0YUbpfzGpSb ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use onywith MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Cdteda, 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 Reed Res T23969511 J4306LT ZHJ5 DIAGONAL HIP GIRDER 1 1 Job Reference 1, tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MITek Industries, Inc. Thu May 13 19:46:19 ZUZ1 Page 1 ID:7b8eRC9OC1HXoRKgzpo36wy3c07-I8anYCjW5NZvXVbhuQXmDL7vwrKhzg2iWiiFQ_zGpSY • 31r10 7-0-2 3.6-10 3-5-8 Scale: 3/4"=1' I$ N N 2x3 11 2-7-7 3-1-2 7-0.2 2-7-7 0-5 10 3-11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) UdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.05 5-6 >869 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.10 5-6 >487 180 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-10-13 oc bracing. WEBS 2x4 SP No.3 'Except* 2-6: 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 6=0-11-5 Max Horz 6=74(LC 8) Max Uplift 3=44(LC 8), 4=-239(LC 17), 6=-480(LC 8) Max Grav 3=98(LC 28). 4=55(LC 24), 6=662(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-94/544 BOT CHORD 1-6=-467/98, 5-6=467/24 WEBS 2-5=25/489, 2-6=663/144 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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 ,��II �JI'll" to the use of this truss component. ,�� ��11 J$ �� .. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is �� e100 the responsibility of the fabricator to increase plate sizes to account for these factors. ••'\G E N S •• #-- V 4S' 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .0 : 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 34869 will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 4=239, 6=480. r 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. load(s) 91 lb down 326 lb 411 � .0 0 •% •� 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated and up at device(s) is 4-2-15, and 91 lb down and 326 lb up at 4-2-15 on bottom chord. The design/selection of such connection the 1 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). ;� G `�? �',,I''IIO N A; ,,,0,, LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Julius Lee PE No.34869 Uniform Loads (plf) MTek USA, Inc. FL Cert 6634 Vert: 1-3=70, 4-7=20 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 Continued on page 2 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. f Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnformat/on available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply Reed Res T23969511 J4306Q ZHJ5 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu may 13 1 9:46:19 ZDZ1 Page 2 ID:?b8eR090C1HXoRKgzpo36wy3oO7-18anygW5NZvXVbhuQXmDL?vwrKhzg2iWiiFQ_zGpSY LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 10=-110(F=55, B=55) 11=386(F=193, B=193) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. �e Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not ��• a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969512 J43060 ZHJ7 DIAGONAL HIP GIRDER 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:46:ZU ZUZ1 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7-mK89mYk9shhm9fAtRB24JRtCIKAgQPyBxASoyQzGpSX 3-1-2 6-2-12 9-7-15 3-1-2 3-1-11 3-5-3 20 If 2-7-7 3-1.2 6-2-12 9-7-15 2-7-7 0-5 10 3-1-11 3-5-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.19 6 >419 240 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.19 6 >415 180 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT) 0.07 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-7: 2x8 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 7=0-11-5 Max Horz 7=103(LC 8) Max Uplift 4=83(LC 8), 5=21(LC 8), 7=517(LC 8) Max Grav 4=157(LC 28), 5=97(LC 22), 7=741(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-132/548 BOT CHORD 1-7=-481/138, 6-7=481/36 WEBS 2-7=595/117, 2-6=38/510, 3-6=-313/37 Scale = 1:20.1 PLATES GRIP MT20 244/190 Weight: 39 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-5-6 cc bracing. NOTES- 1) Wind: ASCE 7-16; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=Bft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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 speck to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except at=lb) 7=517. 8) "NAILED" indicates 3-1Od (0.148"xY) or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 326 lb up at 4-2-15, and 91 lb down and 326 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ` LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=70, 5-8=20 • %CENS*. N 34869 i � •• + Ift1f 1 �}+ �/11111111 Julius Lee PE No.34869 MIek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: Continued on page 2 ®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 VIM I' 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 ANSLITP1 f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 May 14,2021 Job Truss Truss Type Qty Ply Reed Res T23969512 J4306Q ZHJ7 DIAGONAL HIP GIRDER 4 1 Job Reference Ao ticnal East Coast Truss, Ft. Pierce, FL - 34945, o.4au s Apr zu zurt MI I eK Incusmes, Inc. I nu may I o I a:4azu zuz I rdyu z ID:7b8eR090C1HXoRKgzpo36wy3oO7-mK89mYk9shhm9fAtR824JRtCIKAgQPyBxASoyQzGpSX LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 12=-110(F=55, 121=55) 13=386(F=193, B=193) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with 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 property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safetylnformagon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969513 J4306Q ZHJ7A DIAGONAL HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:48:21 2021 Page 1 ID:?b8eRO90C 1 HXoRKgzpo36wy3oO7-EWiXzulnd_pdnpk3?rZJseQOIkYx9uO LAgBMUszGpS W , 3-1-2 5-10-11 9-7-15 3-1-2 2-9-9 3-9-4 8 7 2x3 11 3x6 = LOADING (psf) SPACING- 2-0 0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(ILL) 0.02 7-8 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) 0.04 7-8 >799 180 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.3 *Except* 2-7,3-6: 2x4 SP No.3 Scale = 1:20.1 PLATES GRIP MT20 244/190 Weight: 45 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins. BOT CHORD Rigid ceiling directly applied or 5-6-9 cc bracing. REACTIONS. All bearings Mechanical except Qt=length) 8=0-11-5, 7=0-11-5. (lb) - Max Harz 8=103(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 4, 5 except 8=406(LC 8), 7=241(LC 8) Max Grav All reactions 250 lb or less at joints) 4, 5 except 8=540(LC 31), 7=409(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-115/530 BOT CHORD 1-8=-463/123, 7-8=463/20 WEBS 2-8=-477/109, 2-7=-43/310, 3-7=-386/85 NOTES- 1) Wind: ASCE 7-16; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 8=406, 7=241. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NOS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 326 lb up at 4-2-15, and 91 lb down and 326 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 5-9=20 DENS 34869 ;cc i�40P %%%�� Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 Continued on page 2 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall r building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969513 J4306C ZHJ7A DIAGONAL HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, mgau s Apr zu tuz I mI I eK muusrrles, Inc. I nu Ividy I o I a.vu.z 1 4-1 rdya c ID:7b8eR090C1 HXoRKgzpo36wy3oO7-EWiXzulnd_rdnpk37rZJseQOIkYx9uOLAgBMUszGpSW i LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=-110(F=55, B=55) 14=386(F=193, B=193) 15=38 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 5119/2020 BEFORE USE. Design valid for use only with MTekO 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 M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quallty Citteda, DSB-69 and BCS/ Buffeting 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 Reed Res T23969514 �J430611 ZHJ76 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:46:22 ZU21 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7-ijGwAEIPO1xUOzJGZZ4YOszYO7wduLYUPUxvlJzGpSV 3-1-2 5-5-0 9-7-15 J • 3-1-2 2315 4-2-15 2x3 II 3x6 = LOADING (psf) SPACING- 2 0 0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.01 7-8 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.03 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x6 SP No.3 *Except* 2-7,3-6: 2x4 SP No.3 REACTIONS. All bearings Mechanical except (jt=length) 8=0-11-5, 7=0-11-5. (lb) - Max Horz 8=103(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 4, 5 except 8=405(LC 8), 7=-174(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 4, 5 except 8=548(LC 31), 7=331(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-126/513 BOT CHORD 1-8=-449/133, 7-8=449/30 WEBS 2-8=-465/123, 2-7=76/326, 3-7=-374/79 Scale = 1:20.1 I$ PLATES GRIP MT20 244/190 Weight: 44 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 5-6. NOTES- 1) Wind: ASCE 7-16: Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=Bft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 8=405, 7=174. 8) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guldlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 326 lb up at 4-2-15, and 91 lb down and 326 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 5-9=20 ��•� ••�'\DENSE:•• �i 34869 ��O�c�` • � O R 1 O P• :;���; , ION AL0?C� �. /11111111 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 Continued on page 2 A WARNING - Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE.° Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSO-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 Reed Res T23969514 J4306B ZHJ78 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34846, LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=110(F=55, B=-55) 14=386(F=193, B=193) O.9JU S NPl Gu Guz 1 Ivll 1 tlR II1—u—, ur, I YI.y IJ ray. ID:7b8eR090C1HXoRKgzpo36wy3oO7-AvglOam19c3L07uS7Gbnx3Vj8XGsdooed6gSZIzGpSU ® 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 MTeM 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 buss 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 ANSViPIf Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969515 J4306(t ZHJ9 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, ts.asu s Aprdu zuzi Iv0 I ex Inausmes, Inc. I nu may I a zuz r rage i ID:?b8eR090C1HXoRKgzpo36wy3o07-e5OgbwnfwvBCeGTeg_60UH2nmxa?MBvnsoQO5BzGpST 3-1-2 6-2-15 10-2-10 , 12-5-14 ` 3 1-2 3-1-13 3-11-11 2 34 NAILED ,.,,1— 11 4x8 =. Fr - 3x4 = 3x4 = NAILED Special Scale = 1:27.2 2-7-7 1-2 6-0-0 6 - 5 10-2-10 125-14 2-7-7 5 1 2-10-14 0- - 5 3-11-11 234 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.80 Vert(LL) -0.20 7-8 >554 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.40 7-8 >279 180 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 60 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 3-10: 2x4 SP No.3, 6-8: 2x4 SP No.1 6-0-0 oc bracing: 8-10 WEBS 2x4 SP N6.3 *Except* 2-11: 2x8 SP No.3 REACTIONS. (size) 5=Mechanical, 6=Mechanical, 11=0-11-5 Max Horz 11=133(LC 8) Max Uplift 5=-77(LC 8), 6=74(1_13 8), 11=553(LC 8) Max Grav 5=234(LC 28), 6=241(LC 28), 11=886(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1061504, 2-3=836/352 BOT CHORD 1-11=-439/113, 8-10=269/86, 7-8=552/1165 WEBS 2-11=566/220, 8-11=-386/107, 2-8=410/1056, 3-7=-1191/564 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=Bft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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 speck to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=lb) 11=553. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 326 lb up at 4-2-15, and 91 lb down and 326 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=70, 10-12=20, 9-10=20, 6-8=20 11/11111/!11 �NUS CFFI�i�i E IN 34869 �� • C X ON 1111jl/111111\�� Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 Continued on page 2 ® WARNING - Venfy 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 my 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 ANSIOTP11 Quality Criteda, 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 Reed Res T23969515 J4306Q ZHJ9 DIAGONAL HIP GIRDER 2 1 Job Reference r. tional 'East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:46:24 2021 Page 2 ID:?b8eR090C1HXoRKgzpo36wy3oO7-e5OgbwnfwvBCeGTeg_60UH2nmxa?MBvnsoQOSBzGpST L04D CASE(S) Standard Concentrated Loads (Ib) Vert: 16=-65(F=33, 8=-33) 17=110(F=-55, B=55) 18=386(F=193, B=193) 19=22(F=11, B=11) 20=29(F=14, B=14) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe 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 ANSI/TIP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Reed Res T23969516 J4306(f ZHJ9A DIAGONAL HIP GIRDER 1 1 Job Reference (optional) 'East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:46:25 2021 4-11-13 Scale = 1:25.1 NAILED 2x4 II Special NAILED NAILED 3x4 — NAILED 2-7-10 0122448-5 14-11-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.10 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.35 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix -MS Weight: 57 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* 2-8: 2x6 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 8=0-4-5 Max Horz 8=133(LC 8) Max Uplift 4=73(1_C 8), 5=78(LC 8), 8=432(LC 8) Max Grav 4=177(LC 1), 5=344(LC 28), 8=825(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-58/480, 2-3=623/154 BOT CHORD 1-8=-411/67, 7-8=-411/0, 6-7=-221/575 WEBS 2-8=-763/168, 2-7=158/861, 3-6=-646/248 NOTES- 1) Wind: ASCE 7-16; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 r 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. It is ,�� v%-IU $ �j 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. `� .. • �i� the responsibility of the fabricator to increase plate sizes to account for these factors. • ,�� .••� G E N tS F•••. �40 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 chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 3486 9 • •� will fit between the bottom chord and any other members. * * " 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Qt=lb) 8=432. '77 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. [L/ 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �0�. Q` ..�,: LOADCASE(S) • ,��j % R,�•••�\?� Standard 1) Dead Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 SON AL Uniform ��?�`�, Vert: 1-4=70, 5-9=20 Y Concentrated Loads (lb) Julius Lee PE No.34869 Vert: 12=8(1`) 13=94(F=58, B=-36) 14=110(F=55, B=-55) 15=250(F=57, B=193) 16=12(F) 17=53(F=42, B=10) MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a thus system. Before use, the building designer must verify the appricabirdy of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web andlor chord members only. Additional temporary and pemianerd 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/TP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969517 J43060- ZHJ37 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) 'East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:46:15 2021 Page 1 ID:?b8eRO90CI HXoRKgzpo36wy3oO7-PMLGirg0283T3uHwfbSvcNAEGJW 1B3SouklHDzGpSc 3-1-2 5.0-5 ` 3-1-2 1-11-3 Scale = 1:13.3 2-7-7 2-7-7 540-5 2-4-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vden Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.03 4-5 >812 180 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT) -0.12 3 n/a file BCDL 10.0 Code FBC2020fTP12014 Matrix -MP Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-5 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x8 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-11-5 Max Horz 5=53(LC 8) Max Uplift 3=-112(LC 1), 4=478(LC 17), 5=-414(LC 8) Max Grav 3=16(LC 8). 4=115(LC 24), 5=712(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-466/134 NOTES- 1) Wind: ASCE 7-16; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=7011; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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 speck to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for live load 20.Opsf the bottom in 3-6-0 tall by 2-0-0 ,`�� ��0 a of on chord all areas where a rectangle wide fit `� E N •• �i� will between the bottom chord and any other members. ,�� .•`�G S V F•••. �� 6) Refer to girder(s) for truss to truss connections. �� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) No 34869 3=112, 4=478, 5=414. • 8) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 lb down and 319 lb up at • 4-2-15, and 93 Ib down and 319 Ib up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the cc 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). <1 LOAD CASE(S) Standard �� • �'•• �� s....... 1) Dead + RoofLive (balanced): Lumber Increase=1.25, Plate Increase=1.25 i�iO N A; % Unifos (plo Vert: 1-3=70, 4-6=20 ' Concentrated Loads (lb) Julius Lee PE No.34869 Vert: 9=110(1`=-55, B=-55) 10=373(F=186, B=186) MiTek USA, Inc. FL Cert MU 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design 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 BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Res T23969518 J43060- ZHJ41 DIAGONAL HIP GIRDER 4 1 Job Reference a tional 'East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1319:46:17 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7-MIT17XiGamJBICRImOUNhoFYZ6JHD301FCD8L5zGpSa 3.7.13 • 1-6.4 2-7-13 ,3.1-13, 4-6-7 5.8-9 1-1.9 0-6.0 0.6.0 0.10.10 1.2.2 3.54 12 Special C—_3 2-9-1 1Cl N 3x8 =143x3 = SpecialSpecial 3x6 = 1- 0 2x3 11 Special Scale = 1:26.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.05 7 >646 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(CT) 0.12 7 >272 180 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(CT) -0.12 4 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix -MP Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc pudins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-6: 2x4 SP No.3, 2-9: 2x6 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 9=0-10-14 Max Horz 9=60(LC 8) Max Uplift 4=388(LC 17), 9=389(LC 8) Max Grav 5=20(LC 3), 9=587(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=163/533 BOT CHORD 1-10=-470/158, 6-8=272/28, 3-8=600/0, 9-10=573/395, 2-10=503/359, 8-9=-267/29 WEBS 2-8=-48/482 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 4=388, 9=389. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 372 lb up at 4-2-13 on top chord, and 55 Ib down and 58 lb up at 1-4-14, and 55 lb down and 58 lb up at 1-4-15, and 15 lb down and 302 lb up at 4-3-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 10-11=20, 6-7=20, 5-6=-20, 8-9=20 �{11111111,� US ' GEN& 34869 r � ,," 1O11 p1 E 0�0. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Continued on page 2 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSYrp/1 Quality Criteda, DSB-89 and BCS/ Bullding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 May 14,2021 Job Truss Trus's Type Qty Ply Reed Res j T23969518 J430601 ZHJ41 DIAGONAL HIP GIRDER 4 1 Job Reference (optional) 'East Coast Truss, Ft. Pierce, FL - 34946, LOAD CASE(S) Standard I Concentrated Loads (Ib) Vert: 3=197(B) 6=183(F) 14=11 O(F=55, B=55) 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:45:17 2021 Page 2 ID:?b8eR090C1HXoRKgzpo36wy3oO7-MIT17XiGamJBICRImOUNhoFYZ6JHD301FCD8L5zGpSa ® WARNING -Verify design parameters Ind READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119t2020 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the buildingiaesigner must verify the applicability of design parameters and property incorporate this design into the overall A� building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IV I iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP11 Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Tnrss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Truss Type Qly Ply Reed Res TTrus4s6 T23969519 3060, �cb DIAGONAL HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:46:18 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7-gxlPLsiuK3R2wLOUV4OcEOosTWfWyVFuUsziuYzGpSZ 3.9-13 , 4-7-2 , 5 4-0_ 6 4 5 ' r 3-9-13 0-9-5 0-8-13 1-0-5 3x4 II 9 6 5 2x3 11 2x3 11 Scale=1:20.3 3-7-15 3- -- 31 9 fill 5 1 3-7-15 0- - 4 0-95 0- - 4 1-75 Plate Offsets (X Y)— [3:0-3-0,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC ag0� Vert(LL) -0.0 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(CT) -0.01 3 file n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -MP Weight: 32 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 -Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 6-8: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 2-10: 2x6 SP No.3 REACTIONS. (size) 5=Mechanical, 3=Mechanical, 10=0-3-11 Max Horz 10=65(LC 21) Max Uplift 5=152(LC 1), 3=63(LC 1), 10=-531(LC 8) Max Grav 5=58(LC 8), 3=18(LC 8), 10=1329(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=201/538 BOT CHORD 1-10=469/205, 8-10=-469/140, 7-8=469/140 WEBS 2-1O=724/247, 2-7=-1621544 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber 1,11111111111,, DOL=1.60 plate grip DOL=1.60 live load loading ,` ,,� )UU$ LF I4� ♦j 2) Building Designer / Project engineer responsible for verifying applied roof shown covers rain requirements specific ,� ♦♦♦ to the use of this truss component. ,�� .••�G E Ns".. 4S' ♦♦ 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 34869 lop o •� 4) This truss has been designed for a 10.0 psf bottom chord live load nonrwncurrent with any other live loads. ' * :• 5) This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 'U 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) z 5=152, 10=531. �/�% • 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. "NAILED" NDS ♦ 4 O R 1 9) Indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per guldlines. • • •. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 lb down and 147 lb up at ON AL 4-2-15, and 223 lb down and 147 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the J", f 11111111� 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). Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd. Tampa FL 33610 Date: May 14,2021 Continued on page 2 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® 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 �a building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/f Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Reed Res T23969619 J43060+ ZHJ46 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) -East Coast Truss, R. Pierce, FL - 34946. LOAb CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 8-11=20, 6-9=20, 4-6=-20 Concentrated Loads (lb) Vert: 14=11O(F=55, B=55) 15=446(1`=223, B=223) 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 19:46:18 2021 Page 2 ID:?b8eR090C1 HXoRKgzpo36wy3oO7-qxl PLsiuK3R2wLOUKjOcEOosTWNVyVFuUsziuYzGpSZ ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11lPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-11B For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIITPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Y. Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 0 C1-2 C2-3 WEBS :t ��� cc @jA,40 dO ~ c7-6 c6-7 BU I I UM GHUKUS 8 7 6 5 JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 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 established by others. © 2012 MiTek® All Rights Reserved MiTek® MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIITPI 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 be sheathed or pudins 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. r•