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HomeMy WebLinkAboutTrussMiTek' RE: J43423 - Baker Residence Site Information: Customer Info: Telese Builders Lot/Block: . Address: 7432 Laurels PI City: Port St. Lucie Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: Baker Residence Model: . Subdivision: . State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 [All Heights] Wind Speed: 160 mph Roof Load: 55.0 psf Floor Load: N/A psf This package includes 130 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T26547542 A01G 1/18/22 23 T26547564 B07 1/18/22 2 T26547543 A02 1/18/22 24 T26547565 B08 1/18/22 3 T26547544 A03 1/18/22 25 T26547566 C01G 1/18/22 4 T26547545 A04 1/18/22 26 T26547567 CO2 1/18/22 5 T26547546 A05 1/18/22 27 T26547568 CO3 1/18/22 6 T26547547 A06 1/18/22 28 T26547569 C04 1/18/22 7 T26547548 A07 1/18/22 29 T26547570 C05 1/18/22 8 T26547549 A08 1/18/22 30 T26547571 C06 1/18/22 9 T26547550 A09 1/18/22 31 T26547572 C07 1/18/22 10 T26547551 A10 1/18/22 32 T26547573 C08 1/18/22 11 T26547552 All 1/18/22 33 T26547574 C09 1/18/22 12 T26547553 Al2 1/18/22 34 T26547575 C10 1/18/22 13 T26547554 A13 1/18/22 35 T26547576 Cll 1/18/22 14 T26547555 A14 1/18/22 36 T26547577 C12 1/18/22 15 T26547556 A15 1/18/22 37 T26547578 C13 1/18/22 16 T26547557 A16G 1/18/22 38 T26547579 C14 1/18/22 17 T26547558 B01G 1/18/22 39 T26547580 C15 1/18/22 18 T26547559 B02 1/18/22 40 T26547581 C16 1/18/22 19 T26547560 B03 1/18/22 41 T26547582 C17 1/18/22 20 T26547561 B04 1/18/22 42 T26547583 D01G 1/18/22 21 T26547562 B05 1/18/22 43 T26547584 D02 1/18/22 22 T26547563 B06 1/18/22 44 T26547585 D03 1/18/22 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2023 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions) 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 given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the 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. FILE +C®Py � o%\)LJUS �F 4,t .\CEN• No 3 9 yt = b� 1 13 STATE' OF : 14/� ell' ,ON A ; � 04 11111 Julius Lee PE No.34869 MITek USA, Inc. FL Celt 6634 6904 Parke EastBlvd. Tampa FL 33610 Date: January 18,2022 Lee, Julius 1 of.2 MIMI M1f MiTek a MiTek USA, .Inc. RE: J43423 -Baker Residence 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: Telese Builders Project Name: Baker Residence Model: . Lot/Block: . Subdivision: . Address: 7432 Laurels PI , . City: Port St. Lucie State: FL No. Seal# Truss Name Date 45 T26547586 D04 1/18/22 46 T26547587 D05G 1/18/22 47 T26547588 E01 1/18/22 48 T26547589 E02 1/18/22 49 T26547590 F01G 1/18/22 50 T26547591 F02 1/18/22 51 T26547592 F03 1/18/22 52 T26547593 F04 1/18/22 53 T26547594 F05 1/18/22 54 T26547595 F06 1/18/22 55 T26547596 F07 1/18/22 56 T26547597 F08 1/18/22 57 T26547598 F09 1/18/22 58 T26547599 F10 1/18/22 59 T26547600 F11 1/18/22 60 T26547601 F12 1/18/22 61 T26547602 F 13 1/18/22 62 T26547603 FG10 1/18/22 63 T26547604 FG20 1/18/22 64 T26547605 FG21 1/18/22 65 T26547606 FG30 1/18/22 66 T26547607 G01 1/18/22 67 T26547608 G02 1/18/22 68 T26547609 G03 1/18/22 69 T26547610 G04 1/18/22 70 T26547611 G05 1/18/22 71 T26547612 G06 1/18/22 72 T26547613 G07 1/18/22 73 T26547614 G08G 1/18/22 74 T26547615 H01 1/18/22 75 T26547616 H02 1/18/22 76 T26547617 J01G 1/18/22 77 T26547618 K01G 1/18/22 78 T26547619 K02 1/18/22 79 T26547620 K03 1/18/22 80 T26547621 K04G 1/18/22 81 T26547622 K05 1/18/22 82 T26547623 M01G 1/18/22 83 T26547624 M02 1/18/22 84 T26547625 M03G 1/18/22 85 T26547626 M04 1/18/22 86 T26547627 MG01 1/18/22 87 T26547628 MG02 1/18/22 88 T26547629 MV2 1/18/22 89 T26547630 MV4 1/18/22 90 T26547631 MV38 1/18/22 91 T26547632 MV46 1/18/22 92 T26547633 MV58 1/18/22 93 T26547634 PB01 1/18/22 94 T26547635 PB02 1/18/22 95 T26547636 PB03 1/18/22 96 T26547637 .PB04 1/18/22 97 T26547638 PB05 1/18/22 98 T26547639 PB07 1/18/22 99 T2654.7640 PB08 1/18/22 100 T26547641 PB09 1/18/22 101 T26547642 PB10 1/18/22 No. Seal# Truss Name Date 102 T26547643 PB11 1/18/22 103 T26547644 PB12 1/18/22 104 T26547645 PB13 1/18/22 105 T26547646 V4 1/18/22 106 T26547647 V8 1/18/22 107 T26547648 ZCJ1 1/18/22 108 T26547649 ZCJ3 1/18/22 109 T26547650 ZCJ3A 1/18/22 110 T26547651 ZCJ3B 1/18/22 111 T26547652 ZCJ3C 1/18/22 112 T26547653 ZCJ5 1/18/22 113 T26547654 ZCJ5A 1/18/22 114 T26547655 ZEJ2 1/18/22 115 T26547656 ZEJ5 1/18/22 116 T26547657 ZEJ5A 1/18/22 117 T26547658 ZEJ5C 1/18/22 118 T26547659 ZEJ5D 1/18/22 119 T26547660 ZEJ6 1/18/22 120 T26547661 ZEJ18 1/18/22 121 T26547662 ZEJ36 1/18/22 122 T26547663 ZEJ64 1/18/22 123 T26547664 ZHJ3 1/18/22 124 T26547665 1/18/22 125 T26547666 .ZHJ5A ZHJ6 1/18/22 126 T26547667 ZHJ7 1/18/22 127 T26547668 ZHJ7A 1/18/22 128 T26547669 ZHJ8 1/18/22 129 T26547670 ZHJ8A 1/18/22 130 T26547671 ZHJ64 1/18/22 2 of 2 Job Truss Truss Type Qty Ply Baker Residence T26547542 J43423 A01 G ROOF SPECIAL GIRDER 1 2 Job Reference o tional ���• ����• •• �- •+�� 0.40V s Aug l o ZUZ I IVrr r eK inaustries, urc. rn Jan l4 io:zv:53 ZUZZ rage 1 ID:5ww339MuYE?mPA1 gZOk9SC*M_-6ya8dlc4GZR41PUh9H3DjBkrO1 C1 JQTOeDUFrizvOsi 2-741 1 5-0-0 10 1-0 1310-0 18 10S 23 8-13 28-7.6 33.7-11 37-3-2 40-10-9 45 7-12 2-7-0 2-5-0 5-1-0 3-9-0 5-0-5 4-10-9 4-10-9 5-0-5 3-7-7 3-7-7 4-9-3 6x6 = 2x4 II 4x8 = 4x6 = 3x4 II 4x4 = 4x8 = 46 = 2x4 II 1 2 373 4 38539 40 641 42 437 44 8 45 946 6x8 = 6.00112 10 36 34" 2x4 II 27 26 Z5 24 23 b1 22 215Z 20 53 19 18 17 3x6 II 7x8 = SUH24 28 6x6 = HUS26 7x12 = 3x6 I I SUH24 SUH24 SUH24 4x4 11 8x8 = 2x4 I I 4x8 = 4x4 = 4x4 = 6x6 = 3x6 II 3x6 II 5x6 = HUS26 HUS26 HUS26 HUS26 3x8 = HUS26 HUS26 HUS26 HUS26 2-7-0 , 5-0-0 Plate Offsets (X; 33-7-11 37-3-2 2,0-1-121, [16:0-4-4,Edge], [18:0-3-0,0-0-8], [19:0-2-12,0-3-0], Scale = 1:80.3 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2020/TPI2014 CSI. TC 0.95 BC 0.93 WB 1.00 Matrix -MS DEFL. in (loc) Udefl Lid Vert(LL) -0.29 24 >999 240 Vert(CT) -0.54 24-26 >999 180 Horz(CT) 0.17 15 n/a n/a PLATES GRIP MT20 244/190 Weight: 859 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purlins, 12-14: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 32-34: 2x4 SP No.3, 5-27: 2x6 SP No.3, 15-16: 2x4 SP No.2 6-0-0 oc bracing: 34-36. WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 27-29, 16-18 1-36,14-15: 2x8 SP No.3, 1-31,3-29,16-19: 2x4 SP No.2 26-29: 2x6 SP No.2, 14-16: 2x4 SP No.1 REACTIONS. (size) 36=0-8-0, 15=0-6-12 Max Horz 36=135(LC 8) Max Uplift 36=1216(LC 8), 15=784(LC 8) Max Grav 36=6896(LC 1), 15=5203(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 35-36=6589/1139, 1-35=-5674/962, 1-2=-4884/805, 2-3=4884/805, 3-5=9586/1469, 5-6=-9503/1456, 6-7=-8900/1360, 7-9=8402/1314, 9-10=8402/1314, 10-11=7898/1257, 11-12=-8356/1297, 12-13=8929/1343, 13-14=9947/1498, 14-15=-4895/750 BOT CHORD 32-34=-225/942, 32-35=-82/490, 31-32=-92/272, 30-31=110817866, 29-30=110817866, t11111111111 5-29=-691/150, 26-27=-138/982, 24-26=-1249/9043, 23-24=-1249/9043, 0.0" �IV aS` L�j�' 21-23=-1019/7039, 20-21=1135/7495, 19-20=1101/7196, 18-19=170/1087, ,� J I� .IV 4:1 15-16=71/470, 16-18=-49/556 •' G E •V� S'�.' ••• WEBS 1-31=1177/7112, 2-31=-390/181, 3-31=-4401/646, 3-30=68/720, 3-29=-351/2669, `�� �� 26-29=-1121/8162, 6-29=-199/966, 6-26=-17021292, 7-23=-1070/137, 9-23=687/130, NO 34869 10-23=-262/2232, 10-21=245/1368, 11-21=-776/193, 11-20=-1011320, 12-20=-62/387, �� 12-19=5144/806, 12-16=-312/2199, 14-16=-1580/10491, 16-19=1212/7962 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, 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 0 Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc, 2x4 - 1 row 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. ♦ ` •R , '........•. 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=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 Julius Lee'PE Nc.34869 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific MTek USA, Inc. FL Cert 6634 to the use of this truss component. 69D4 Parke East Blvd. Tampa FL 33610 5) Provide adequate drainage to prevent water ponding. Date: 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.January 18,2022 �onttnued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p A�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 iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Saterylnformat/on available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baker Residence T26547542 J43423 A01G ROOF SPECIAL GIRDER 1 2 Job Reference (optional) ua„ �.a„ r r — norm, ru - .rra40, U.43U S Aug 16 ZUZ1 MI reK Industries, Inc. Fri Jan 14 15:29:53 2022 Page 2 NOTES- ID:5ww339MuYE?mPA1 gZOk9SCzxjM_-6yaBdlr4GZR41PUh9H3Dj8krO1 C1 JQTOeDUFrizvOsi 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 1216 lb uplift at joint 36 and 784 lb uplift at joint 15. 9) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 27-2-8 cc max. starting at 1-10-12 from the left end to 43-1-4 to connect truss(es) to front face of bottom chord. 10) Use USP SUH24 (With 4-1 Od nails into Girder & 2-1 Od x 1-1/2 nails into Truss) or equivalent spaced at 2-0-0 cc max. starting at 5-10-12 from the left end to 11-10-12 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 165 lb down and 86 lb up at 14-0-12, 206 lb down and 71 lb up at 15-1-4, 206 lb down and 71 lb up at 17-1-4, 206 lb down and 71 lb up at 19-1-4, 206 lb down and 71 lb up at 21-1-4, 206 lb down and 71 lb up at 23-1-4, 206 lb down and 71 lb up at 25-1-4, and 206 lb down and 71 lb up at 27-1-4, and 133 lb down and 91 lb up at 29-1-4 on top chord. The desigrUselection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-10=90, 10-12=-90, 12-14=-90, 34-36=-20, 33-34=-20, 29-32=-20, 27-28=20, 18-27=-20, 17-18=-20, 15-16=20 Concentrated Loads (Ib) Vert: 34=-1202(F) 30=281(F) 6=-206 20=-291(F) 19=307(F) 22=-312(F) 18=-236(F) 38=-105 39=206 40=206 42=-206 43=-206 44=206 45=206 46=64 47=-1193(F) 48=281(F) 49=-281(F) 50=-281(F) 511=239(F) 52=260(1`) 53=-300(F) 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 �ip•�` 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 oftrusses and truss systems, see ANSI/lp/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 ss Truss Type Qty Ply Baker Residence [A02 T26547543 J43423 PIGGYBACK BASE 1 1 Job Reference (optional) East coast Truss, R. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:29:55 2022 Page 1 ID:5ww339MuYE7mPA1gZOk9SCzxjNL 3Liv2ReLoAho_ie3Hi6hoZpAagsOnNGh5XzLvezvOsg 5 8 8 13-2-10 120-11-10 28-2-3 33 3-6 38�-9 4"-14 5-8 8 7 6-2 OW 7-2-8 7-2-8 5-1-3 7-2-5 6.00 FIT Scale = 1:83.1 5x8 = 3x4 II 3x6 = 3x6 = Sx6 = 3 4 26 5 EL 27 7 3x6 5x6 = 5x5 = 8 6x10 = 1 5x5 = 6xl6 = 9 10 m zs I2 23 22 21 20 7x14 = 28 16 29 1 3x6 11 5x5 = 5x6 WB — 19 18 17 15 13 12 11 3x4 II 5x8 = 4x6 = 3x6 = 3x6 = 5x6 = 4x4 11 4x6 = 5 8 8 13 :9 14�r2 20-11-10 28-2-3 33 3-6 38 4-9 45-6-14 5-8-8 8-0-10 6-5 8 7-2-8 5-1-3 5-1-3 7- Plate Offsets (X,Y)— [1:0-2-12,0-2-4], [2:0-2-8,0-3-4], [3:0-4-4,0-2-0], [7:0-3-0,0-2-7], [9:0-2-8,0-2-12], [10:0-3-12,0-3-0], [12:0-2-8,0-2-8], [14:0-2-8,Edge], [17:0-1-12,0-2-0], LOADING (psf) SPACING- 2-0-0 CS'. TCLL 30.0 Plate Grip DOL 1.33 TIC 0.97 TCDL 15.0 Lumber DOL 1.33 BC 1.00 BCLL 0.0 Rep Stress Incr YES WB 0.79 BCDL 10.0 Code FBC2020fTP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP M 31 'Except' 7-9: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-18: 2x6 SP No.3 WEBS 2x4 SP No.3 *Except* 1-23,10-11: 2x6 SP No.2, 1-22,17-20,9-13,10-12: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 10-24: 2x8 SP No.3 REACTIONS. (size) 23=0-5-0, 25=0-6-12 Max Horz 23=139(LC 7) Max Uplift 23=-410(LC 8), 25=395(LC 8) Max Grav 23=2588(LC 13), 25=2569(LC 14) DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL) -0.32 20-22 >999 240 MT20 244/190 Vert(CT) -0.64 20-22 >849 180 Horz(CT) 0.15 25 n/a rile Weight: 344 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals, and 4-0-0 oc purlins: 1-2, 3-7, 9-10. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 4-20 10-0-0 oc bracing: 18-20 WEBS 1 Row at midpt 2-20, 5-20, 5-17, 8-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-23=2522/420, 1-2=-2946/458, 2-3=3504/603, 34=3222/607, 4-5=-3210/611, 5-7=-3187/624, 7-8=-3514/632, 8-9=3973/637, 9-10=-3605/545 BOT CHORD 20-22=-421/3116, 4-20=-290/105, 15-17=-406/3006, 13-15=-512/3469, 12-13=-558/3674, 11-12=-67/419 WEBS 1-22=-576/3726, 2-22=-2064/431, 2-20=-64/296, 17-20=411/3159, 5-17=835/174, 7-17=-40/546, 7-15=-92/903,8-15=762/177,8-13=-5/352,9-13=276/61, 9-12=-2009/385, 10-12=-581/3868, 3-20=78/1123, 10-25=-2661/412 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=18ft; B=108ft; L=70ft; eave=8ft; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Bearing at joint(s) 25 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 410 lb uplift at joint 23 and 395 lb uplift at joint 25. 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. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. (1111111►III i 34869 : XZ �i ..OR O P • \_,�� II/11111111 Jullus Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 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 properly incorporate this design Into the overall HT 11, 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 ANSIlfPlf Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baker Residence T26547544 J43423 A03 PIGGYBACK BASE 1 1 Job Reference (optional) •---•• • --- I 0.9J b Mug 10 GUG I w11I UK InuUSirles, Inc. rn Jan 74 lO:ze:D/ zuzz rage 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_?jgfr6fbKnxVECoSO789t_vY5ebKFGV ZrSS_WzvOse 3 8 8 8-7-0 13 2-10 13-g12 20-11-10 28-2-3 32-3-0 36�-9 40-9-15 45 8-14 3 8 8 4-10-7 4-7-10 0� 8 7-2 8 7-2 8 4-1-3 4-1-3 4-5 7 4 8 15 Scale = 1:83.4 5x5 = 3x4 II 3x6 = 3x6 = 6.00 12 = c ^5x5 = 0 ob dr M 3x6 11 4x6 = 3x6 = 4xo = 20 19 18 16 14 13 3x4 11 4x10 = 4x6 = 3x6 = 5x6 WB = 4x8 = 5x5 = 3-8.8 8-7-0 13-9-2 19-6r2 20.11-10 28-2-3 36-4-9 45.6-14 3� 8 4-10-7 5-2-2 9 6-5-8 7-2 8 8-2-6 9-2-5 Plate Offsets (X,Y)— [4:0-2-8,0-2-41, [8:0-2-12,0-2-12], [11:0-3-0,0-1-121, [12:Edge,0-3-0], [13:Edge,0-2-41, [14:0-1-12,0-1-8], [18:0-3-12,0-1-8], [21:0-4-4,Edge], [24:0-1-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.84 Vert(LL) -0.31 14-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.78 Vert(CT) -0.55 14-16 >980 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.21 27 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 354lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD 1-2: 2x4 SP No.1, 2-4,8-10: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except* BOT CHORD 22-25,21-22: 2x4 SP No.2, 5-19: 2x6 SP No.3 WEBS 2x4 SP No.3 *Except* 1-25: 2x6 SP No.3, 12-13: 2x4 SP No.1, 1-24,18-21: 2x4 SP No.2 WEBS OTHERS 2x4 SP No.3 *Except* 12-26: 2x8 SP No.3 REACTIONS. (size) 25=0-5-0, 27=0-6-12 Max Harz 25=-138(LC 6) Max Uplift 25=-404(LC 8). 27=402(LC 8) Max Grav 25=2623(LC 13), 27=2599(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-2548/410, 1-2=-2492/381, 2-3=3640/585, 3-4=-3442/618, 4-5=-3247/618, 5-6=-3236/619, 6-8=-3184/621, 8-9=3510/627, 9-10=-4176/667, 10-11=-3616/541, 11 -1 2=-276/35, 13-26=362/2482, 12-26=-362/2482 BOT CHORD 23-24=-425/2698, 21-23=-494/3285, 5-21 =-340/112, 16-1 8=-434/3031, 14-16=-518/3374, 13-14=-329/2031 WEBS 1-24=-525/3435, 2-24=-2304/408, 2-23=84/726, 3-21=314/95, 4-21=-19411287, 18-21=-455/3088, 6-18=-824/191, 8-18=50/537, 8-16=-93/966, 9-16=-688/173, 9-14=-66/599, 10-14=-2135/394, 11-14=335/2507, 11-13=-2909/486, 12-27=2627/407 Structural wood sheathing directly applied, except end verticals, and 4-0-0 oc purlins: 1-2, 4-8. 10-12. Rigid ceiling directly applied. Except: 1 Row at midpt 5-21 10-0-0 oc bracing: 19-21 1 Row at midpt 3-21, 6-21, 6-18, 9-16, 10-14, 11-13 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=18ft; B=108ft; L=70ft; eave=8ft; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 27 considers parallel to grain value using Al 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 404 lb uplift at joint 25 and 402 lb uplift at joint 27. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" 4vimum ;orabrit9Bxth Oapplied directly to the bottom chord 01t,uur11".. 1,Jus I't�����, 34869 •,. � , ��� 111.'ll'fe 1► 1 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: .1anuary is gf17g 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 MUM connectors. This design is based only upon parameters shown, 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 Sala 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, 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 Baker Residence T26547544 J43423 A03 PIGGYBACK BASE 1 1 Job Reference o tional casr U-i r Puss, rc. Pierce, rL - owd4o, 5.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:29:57 2022 Page 2 NOTES- ID:5ww339MuYE?mPA1gZOk9SCzxjM_-?jgfr6fbKnxVE0oSO789t_vY5ebKFGV_ZrSS WzvOse 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ® 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 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 ANSIITPI1 Quality Criterfa, 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 Baker Residence T26547545 J43423 A04 PIGGYBACK BASE 1 1 Job Reference o tional •---•"• - `^•' DAOU b Aug ID zaz-I wll I eK Inausuies, Inc. rn Jan 1 q l o:zv:0tI zuzz vage l ID:5ww339MuYE?mPA1 gZOkgSCzxjM= x6xPuohrsPBDTKygWYAdyP_sTSF9j8MH09xZ2PzvOsc 1 8 8 7-5-9 13-2-10 1 - -2 20-11-10 28-2-3 34 4-9 39-1-12 43 11-0 1 8 8 5-9-1 5-9-1 0 6 8 7-2 8 7-2-8 6-2 6 4-9� Scale = 1:89.3 6.00 12 5x5 = 3x4 11 3x6 = 3x6 = 5x8 = Plate Offsets (X,Y)-- 3x6 11 6x6 = 5x6 WB = 23 22 21 19 17 16 15 3x4 11 5x8 = 4x6 = 3x6 = 2x4 II 5x8 = 4x6 = 28-2-3 2,0-2-41,[11:0-54,0-3-0],[13:0-2-8,0-24], 4x6 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC20201TPI2014 CSI. TC 0.97 BC 0.95 WB 0.98 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud -0.31 19-21 >999 240 -0.55 19-21 >987 180 0.24 29 n/a n/a PLATES GRIP MT20 244/190 Weight: 359 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals, and 6-9,9-10: 2x4 SP M 31, 11-13: 2x4 SP No.1 4-0-0 oc purlins: 1-2, 2-3, 6-10, 11-13. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 7-22: 2x6 SP No.3 1 Row at midpt 7-24 WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 22-24 1-27: 2x6 SP No.3, 21-24: 2x4 SP No.2, 14-15: 2x4 SP No.1 WEBS 1 Row at midpt 4-24, 8-24, 8-21, 11-19, 13-15, 11-16 OTHERS 2x4 SP No.3 *Except* 14-28: 2x8 SP No.3 REACTIONS. (size) 27=0-5-0, 29=0-6-12 Max Harz 27=-148(LC 6) Max Uplift 27=399(LC 8), 29=-406(LC 8) Max Grav 27=2641(LC 13), 29=2550(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-27=-2515/424, 1-2=-210/510, 2-3=-4125/746, 2-4=-3663/577, 4-6=-3479/621, 6-7=-3252/623, 7-8=-3241/625, 8-10=3158/619, 10-11=3477/608, 11-12=2240/372, 12-13=-2240/372, 13-14=-373/53, 15-28=-376/2243, 14-28=376/2243 ,, j11111111l,l� BOT CHORD ;���=-555/3490?15 66 594/5665, 7-24=-335/113, 19-21= 454/2994, 17-19=556/3486, ,,,,'36us• L�� WEBS 3-26=341/2780, 4-26=-396/135, 4-24=277/120, 6-24=170/1224, 21-24=-473/3118, E 8-21=825/193, 10-21=-47/540, 10-19=48/808, 11-19=-695/145, 12-16=-474/143, �� •'•V�G NSF•'•• 13-16=-430/2756, 13-15=-2137/395, 11-16=-2077/332, 14-29=-2574/410 No 34869 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=18ft; B=108ft; L=70ft; eave=8ft; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific • �(/ to the use of this truss component. T •'. �� Q Q�: ��,�� 4) Provide adequate drainage to prevent water ponding. �S '• R 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I, lS/ • • �` �% 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 29 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Julius Lee PE No.34869 capacity of bearing surface. MiTek USA, Inc. FL Cert 6694 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 399 lb uplift at joint 27 and 406 lb uplift 6904 Parke East Blvd. Tampa FL 33610 at joint 29. Date: 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 January 18.2022 -oriibR dxk 02gilip9lied directly to the bottom chord 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 Sol, 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-a9 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 Baker Residence T26547545 J43423 A04 PIGGYBACK BASE 1 1 Job Reference (optional) t1.4JU S AUg I b ZUZI MI I eK Inaustnes, Inc. Ffl Jan 14 15:29:59 2022 Page 2 NOTES- ID:5ww339MuYE?mPA1gZOk9SCzxjM_ x6xPuchrsPBDTKygWYAdyP_sTSF9j8MH09xZ2PzvOsc 10) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 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 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 vedWhe applicability of design parameters and property Incorporate this design into the overall ■ia■ 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 ANSUIPii 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 Baker Residence 7A'05s T26547546 J43423 PIGGYBACK BASE 1 1 Job Reference o tional Easi Goasi I russ, ri. Pierce, FL - 34946, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Jan 14 15:30:012022 Page 1 ID:5ww339MuYE7mPA1 gZOk9SCzxjM_-tU3AJUi5NORxjd5DdyD51 g3DDFwGB3aaUTQg7HzvOsa 6-9-1 132-10 13-$2 20-11-10 28-2-3 324-9 37;12 41-11-0 45%14 6-9 1 6-5-9 0� 8 7-2-8 7-2 8 4-2� 4-9 4 4-9 4 3-7-14 6.00 12 5x5 = 3x4 11 3x8 = 3x6 = 5x6 = 26 3x6 11 5x5 = 5x6 WB = 20 19 18 16 14 13 3x4 II 5x6 = 4x6 = 3x8 = 4x6 48 = 5x5 = 28-2-3 324-9 37 Scale = 1:84.9 Plate Offsets (X,Y)— [1:0-3-12,0-2-0], [8:0-3-0,0-2-7], I11:0-2-8,0-2-4], [12:0-6-12,Edge], [13:Edge,0-2-4], [14:0-1-8,0-1-8], [21:0-6-4,0-3-4], [23:0-2-4,0-2-8], [24:0-3-0,0-0-12], [25:0-3-6,0-2-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.96 Vert(LL) -0.34 14-16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.90 Vert(CT) -0.61 14-16 >887 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.23 26 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 352 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals, and 4-7,7-8: 2x4 SP M 31, 9-11: 2x4 SP No.1 4-0-0 cc purlins: 4-8, 9-11. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 5-19: 2x6 SP No.3, 13-15,15-17: 2x4 SP No.1 1 Row at midpt 5-21 WEBS 2x4 SP No.3 *Except* 10-0-0 cc bracing: 19-21 18-21,1-23: 2x4 SP No.2, 1-24: 2x6 SP No.3, 12-13: 2x4 SP No.1 WEBS 1 Row at midpt 2-21, 6-21, 6-18, 6-16, 9-16, 11-13, 9-14 OTHERS 2x4 SP No.3 *Except* 12-25: 2x8 SP No.3 REACTIONS. (size) 24=0-5-0, 26=0-6-12 Max Horz 24=-162(LC 6) Max Uplift 24=398(LC 8), 26=408(1_C 8) Max Grav 24=2678(LC 13), 26=2612(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3693/574, 24=3547/624, 4-5=3295/626, 5-6=-3283/629, 6-8=3057/588, 8-9=3432/616, 9-10=2490/432, 10-11=-2490/432, 11-12=-336/75, 1-24=2572/419, 13-25=-346/2367, 12-25=-346/2367 BOT CHORD 23-24=-162/359, 21-23=-552/3310, 5-21=-322/109, 16-18=-487/3239, 14-16=532/3313, 13-14=-182/1135 WEBS 2-23=-501/156, 4-21=-145/1189, 18-21=-474/3175, 6-18=509/152, 6-16=524/60, 8-16=-119/1073,9-16=-622/159,10-14=-481/144,11-14=354/2452,1-23=400/3031, 11-13=-2380/396,9-14=-1538/285,12-26=2633/411 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=18ft; B=108ft; L=70ft; eave=8ft; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 26 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 398 lb uplift at joint 24 and 408 lb uplift at joint 26. 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 -iorahsMovk 0apolied directly to the bottom chord ,,�������IUS •.��0 E fV 3�•••• ,i��� 4 3869 s � • T% 14b` Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19I2020 BEFORE USE. Design valid for use only with 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 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 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply Baker ResidenceT26547546 :::�; J43423 PIGGYBACK BASE 1 1 Job Reference (optional) Last /:oast I russ, M. Hlerce, hL - 34945, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:30:012022 Page 2 ID:5ww339MuYE?mPA1 gZOk9SCzxjM_-tU3AJUi5NORxjd5DdyD51 g3DDFwGB3aaUTQg7HzvOsa NOTES- 10) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 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 ANS11TP11 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 I Ply Baker Residence TA'06 T26547547 J43423 PIGGYBACK BASE 10ty 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Jan 1415:30:03 2022 Page 1 ID:5ww339MuYE?mPA1 gZOk9SCzxjM_-qtBwjAkMvdhfyxFcINFZ6F9aS3cLfyasxnvmBAzvOsY Oi50 6-10-1 13-2-10 20 8-0 28-2-3 30-4-9 36-1-12 39-11-0 45-0-14 0-5 8 6-0-9 6 4-9 7-5-12 7-5-12 2-2.6 5-9-3 3.9� 5-7-14 4x10 25 23 6.00 12 5x6 = 2x4 11 3x6 = 5x6 = 21 20 18 17 15 13 12 4x6 = 2x4 11 4x6 = 3x8 = 5x6 WB = 4x8 = 46 4x6 = 3x6 = 5x5 = Scale = 1:87.1 v 24 Ic' d OL5 8� 6-10-1 13 2-10 20 8-0 28 2 3 30�-9 361-12 39-11-0 45fi-14 0-5 8 6 4 9 6 4 9 75 12 7-5 12 2-2 6 3-9T 5-7-14 Plate Offsets (X,Y)— [2:0-3-9,0-1-8], [4:0-3-4,0-2-8], [7:0-3-8,0-2-4], [9:0-2-8,0-1-8], [10:0-2-8,0-2-4], [11:0-6-12,Edge], 112:Edge,0-2-0], [13:0-2-8,0-1-12], [21:0-1-12.0-2-0], LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020rrP12014 CSI. TIC 0.85 BC 0.93 WB 0.90 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2'Except* 4-6,8-10,6-7: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 1-21: 2x6 SP No.2, 11-12: 2x4 SP No.1 OTHERS 2x4 SP No.3 *Except* 11-22: 2x8 SP No.3, 1-23: 2x6 SP No.3 REACTIONS. (size) 24=0-6-12, 25=0-5-0 Max Horz 25=-158(LC 6) Max Uplift 24=-410(LC 8), 25=395(1_C 8) Max Grav 24=2662(LC 14), 25=2706(LC 13) DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) -0.46 15-17 >999 240 MT20 244/190 Vert(CT)-0.8015-17 >680 180 Horz(CT) 0.24 24 n/a n/a Weight: 344 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals, and 4-0-0 oc purlins (4-0-2 max.): 4-7, 8-10. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-18, 5-17, 8-15, 9-13 2 Rows at 113 pts 2-21, 10-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=677/128, 2-4=3179/566, 4-5=3301/629, 5-7=-3301/629, 7-8=-3684/680, 8-9=-3254/583, 9-10=-2434/453, 10-11=-426/111, 21-23=273/2196, 1-23=273/2196, 12-22=302/2300, 11-22=-302/2300 BOT CHORD 20-21=-439/2678, 18-20=-439/2678, 17-18=-413/2797, 15-17= 462/3078, 13-15=358/2422, 12-13=-237/1529 WEBS 2-21=-2922/411, 2-20=0/317, 2-18=-41/426, 4-17=-128/1048, 5-17=-754/214, 7-17=-48/567,7-15=-135/1016,8-15=1854/382,9-15=231/1513,9-13=-1676/329, 10-12=-2449/385, 10-13=-294/2167, 11-24=-2687/415, 1-25=-2814/415 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=18ft; B=108ft; L=70ft; eave=8ft; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 24, 25 considers parallel to grain value using ANSIfrPI 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 410 lb uplift at joint 24 and 395 lb uplift at joint 25. 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. 001111111/I"�I V\JW S LEF��i,. E N • 34869 40 • R.. • �� �, Julius Lee PE No:34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 10) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 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 ANSI 11 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 Baker Residence T26547548 J43423 A07 PIGGYBACK BASE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:30:08 2022 Page 1 ID:5ww339MuYE?m PA1 gZOk9SCzxjM_ Ar—pntoUkAKx2i8zYwrkpJsSa4KgKG1 b53cXtNzvOsT 3-1-8 3,5 0 8-4-4 13-1-12 18-1-1 18,1-9 23-4-11 27-8-0 32-1-12 3-1 8 0-3 8 4-11 4 4-9 8 4-11-0 0 8 5-3-3 4-3-54-5 12 6.00 12 5x5 = 1x4 II 2x4 3x4 = 3x4 = 5x5 = 3x4 = 7x6 = Scale = 1:73.5 6x10 = 21 19 F° 4x8 = 4x6 13 12 2a 31 11 su 10 = _ 3x4 II 1x4 II 2x4 II 4x8 = 4x6 4x6 = 3x8 = 1x4 II 1 8 3z5r0 8 4 4 111-12 17 Ill 23�-11 27 8 0 32-1-12 13�8 08 0-5-8 4-11-4 4-9 8 4-9� SS11 4-35 4 512 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.76 TCDL 15.0 Lumber DOL 1.33 BC 0.85 BCLL 0.0 Rep Stress Incr YES WB 0.76 BCDL 10.0 Code FBC2020lrP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 *Except* 8-9: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 15-20: 2x4 SP No.t, 6-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 12-14,9-10: 2x4 SP No.2, 1-21: 2x6 SP No.3 OTHERS 2x8 SP No.3 REACTIONS. (size) 21=0-5-2, 23=0-6-12 Max Horz 21=54(LC 7) Max Uplift 21=285(LC 8), 23=274(LC 8) Max Grav 21=1969(LC 13), 23=1832(LC 14) 23 DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) -0.31 14-16 >999 240 MT20 244/190 Vert(CT) -0.55 14-16 >694 180 Horz(CT) 0.15 23 file file Weight: 295 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals, and 4-0-0 oc purlins (4-2-4 max.): 2-8. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 6-14 WEBS 1 Row at midpt 3-16, 4-16, 7-12, 1-21, 8-10, 2-20 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1431/258, 3-4=-1431/258, 4-6=1776/327, 6-7=-1773/329, 7-8=-12731253, 8-9=-260/70, 20-21=-1908/294, 10-22=203/1576, 9-22=203/1576 BOT CHORD 17-20=-71/641, 16-17=-71/641, 14-16=252/1717, 6-14=471/141, 10-12=109/714 WEBS 2-16=-210/1563, 3-16=-482/139, 4-16=602/141, 12-14=140/1409, 7-12=1194/245, 8-12=-167/1338. 8-1 0=-1 5121247. 2-20=-1681 /297. 7-14=1371941. 9-23=1840/276 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=18ft; B=108ft; L=70ft; eave=8ft; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 23 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 285 lb uplift at joint 21 and 274 lb uplift at joint 23. 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. 10) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. vLIUS C�F,i���� i­\p E NS�.•• No 3486.9 . v �►/ffill ll►1% Julius Lee'PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly 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 fabdcafion, 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 I Qty Ply Baker Residence T26547549 J43423 A08 PIGGYBACK BASE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Jan 14 15:30:10 2022 Page 1 ID:5ww339MuYE?mPA1 gZOk9SCzxjM_76D6aBZplGnaflOHyfLtCvkxkut?VoBeuYNSexGzvOsR 3-1$ 3Z 9-5.11 15-6-4 21-M 27-7.8 32-1-12 3-1-8 0 6 010 6-0-10 5-5-12 6-7 8 4 6-0 6.00 12 3x4 = Sx5 = 1x4 II 3x4 = 1x4 II 4x4 = 2x4 3x4 II 1x4 II- 5x6 = 1x4 II LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020rTP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 8-9: 2x6 SP No.2, 7-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 13-18,10-12:2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 1-19: 2x6 SP No.3, 9-10: 2x4 SP No.2 OTHERS 2x8 SP No.3 REACTIONS. (size) 19=0-5-2, 21=0-6-12 Max Horz 19=54(LC 7) Max Uplift 19=286(LC 8), 21=275(LC 8) Max Grav 19=1980(LC 13), 21=1856(LC 14) 21-M Scale=1:66.8 7x6 = 6x10 = = j v 21 CSI. DEFL. in (loc) UdeO Ud PLATES GRIP TIC 0.96 Vert(LL) -0.4311-14 >889 240 MT20 244/190 BC 0.90 Vert(CT) -0.71 11-14 >533 180 WB 0.69 Horz(CT) 0.07 21 n/a n/a Matrix -AS Weight: 259 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals, and 4-0-0 oc purlins: 2-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at micipt 3-14, 5-14, 5-11, 6-11, 1-19, 8-10, 2-18 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1574/279, 3-5=-15741279, 5-6=-1706/304, 6-8=-1706/304, 8-9=-297/67, 18-19=-1910/297, 10-20=-211/1598, 9-20=-211/1598 BOT CHORD 15-18=-73/647, 14-15=-73/647, 11-14=265/1791, 10-11=129/822 WEBS 2-14=-214/1604, 3-14=-605/177, 5-14=400/119, 6-11=571/169, 8-11 =-1 59/1423, 8-1 0=-1 536/269, 2-18=16821309, 9-21 =-1 865/276 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=18ft; B=108ft; L=70ft; eave=8ft; 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) 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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 21 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 286 lb uplift at joint 19 and 275 lb uplift at joint 21. 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. 10) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. 3L1US• .� GENS ��. 34869 r I�O • •. �� I4#J •:.••. N A'1111111110 Julius Lee PE No.34869 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FIL 33610 Date: January 18,2022 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ISO' 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 ANSUTP/1 Quality Criteria, DSS-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 Baker Residence �J43423 TA'O T26547550 PIGGYBACK BASE 2 1 Job Reference (optional) rubs, rr. Pierce, FL - d4946. 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:30:112022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_ bQgyPvgNl5iwvAs8D30RRxUv2HNJXe 2n1rBTizvOsQ 1 3-1-8 3Z 10-0-0 15-6-0 21-0-0 27-7 8 32-1-12 3-18 0- 6-7-0 5-04 55-12 6-7-8 4-04 6.00 12 5x6 = 3x4 = Scale = 1:72.8 1x4 II 3x4 = 1x4 II 4x4 = 2x4 3x4 11 1x4 11 5x6 = 1 x4 11 3X4 = 21-M 4x6 = 7X6 = 6x10 = 21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 1.00 Vert(LL) -0.33 11-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.80 Vert(CT) -0.55 11-14 >684 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.08 21 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 259 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-4: 2x4 SP No. 1, 8-9: 2x6 SP No.2 4-0-0 oc purlins: 2-8. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 13-18,10-12: 2x4 SP M 31 WEBS 1 Row at midpt 3-14, 5-14, 5-11, 6-11, 1-19, 2-18, 8-10 WEBS 2x4 SP No.3 *Except* 1-19: 2x6 SP No.2, 9-10: 2x4 SP No.2 OTHERS 2x8 SP No.3 REACTIONS. (size) 19=0-5-2, 21=0-6-12 Max Horz 19=54(LC 7) Max Uplift 19=-285(LC 8), 21=274(LC 8) Max Grav 19=1986(LC 13), 21=1857(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1622/287, 3-5=-1622/287, 5-6=1705/305, 6-8=-1705/305, 8-9=-300/67, 18-19=-1906/297, 10-20=-211/1597, 9-20=-211/1597 BOT CHORD 1 5-18=-74/653,14-15=-74/653, 11-14=262/1792, 10-11=129/821 WEBS 2-14=-216/1598, 3-14=614/179, 5-14=337/112, 6-11=586/172, 8-11=-162/1422, 2-18=1665/320,8-10=-1530/269,9-21=-1866/276 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=18ft; B=108ft; L=70ft; eave=8ft; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing atjoint(s) 21 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 285 lb uplift at joint 19 and 274 lb uplift at joint 21. 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. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �1111111111" ,,%-.** \)0US CF ��i�i F i .4% e••V00 ` ••�' 34869 r • '0 .0O: �//II1111111��` Julius Lee'PE No.34869 MITek USA, Inc. FL Oert 6634 6904 Parke East.Bivd. Tampa FL 33610 Date: January 18,2022 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 of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ss Truss Type Qty Ply Baker Residence TA1U0 T26547551 J43423 PIGGYBACK BASE 1 1 Job Reference o tional Easi Coasi I russ, Ft. Pierce, FL - 34v4G, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:30:13 2022 Page 1 ID:5vnw339MuYE?mPA1gZOk9SCzxjM_ XooigbsdZiyE9TOXKUQvWMZGV510?XmLEKKIYbzvOsO 3-1-8 3 5 0 9-5-10 14-6.4 20-0-14 26-1-12 32-1-12 3-1 8 0- 6 0 10 5-0-10 6 010 5514 6-0-0 5x10 = 6.00 12 5x5 3x4 = 3x4 = = I 1x4 1$-0-0 3x4 = 17 2x4 Scale = 1:68.9 6x6 8 20 18 17 4x8 = 3x4 —_ 3x6 = 3x4 = 3x10 = 2x4 11 3x4 II 1x4 11 5x6 — 1x4 11 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 2-5,7-8: 2x4 SP No.1, B-9: 2x6 SP No.2 BOT CHORD 2x4 SP N0.2 *Except* 14-19: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 1-20,7-13: 2x6 SP No.3 OTHERS 2x8 SP No.3 REACTIONS. (size) 20=0-5-2, 22=0-6-12 Max Horz 20=-88(LC 6) Max Uplift 20=-285(LC 8), 22=274(LC 8) Max Grav 20=1973(LC 13). 22=1826(LC 14) 7 22 CSI. DEFL. in (loc) UdeO Lid PLATES GRIP TC 0.94 Vert(LL) -0.27 17 >999 240 MT20 244/190 BC 0.88 Vert(CT) -0.41 17 >936 180 WB 0.73 Horz(CT) 0.13 22 n/a n/a Matrix -MS Weight: 291 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 4-0-0 oc purlins (4-3-7 max.): 2-6, 7-8. 6-13. Except: 1 Row at midpt 6-13 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 4-15, 4-13, 8-11, 1-20, 2-19, 6-11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1549/280, 3-4=-1549/280, 4-6=-1804/321, 8-9=-1237/223, 19-20=-1890/298, 7-8=-450/127, 6-13=-26/369, 6-7=-357/104 BOT CHORD 16-19=-71/670, 15-16=-71/670, 13-15=257/1797, 11-13=244/1787 WEBS 2-15=-220/1593, 3-15=575/168, 4-15=448/103, 2-19=1659/309, 9-11=-17211341, 6-8=622/114, 6-11=-1149/160, 9-22=1834/276 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=18ft; B=108ft; L=70ft; eave=8ft; 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) 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 = IO.Opsf. 7) Bearing at joint(s) 22 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 285 lb uplift at joint 20 and 274 lb uplift at joint 22, 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,`,IIIIIIIIIII/�I �3QUS CFF��i�i No 34869 O.41 .�RX�P' l�• ....• S,0 N A` Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with 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 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 Intonnation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Baker Residence �PIGGYBACKBASE T26547552 J43423 All 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:30:14 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_??L41xsFJ045mdbjuBy83a6RjVLBkzOUT 3s41zvOsN 3-1$ 3 5r0 9-3-7 18A-1 18-7r4 24-7-7 28-1-11 35-5-12 3-1-8 D-i-'8 5-10-7 8-9-10 0-8- 6.0-3 35-4 7-4-1 6.00 12 5x6 = Scale = 1:69.7 m Plate Offsets (X, 2x4 II 8x8 = 8x8 = 4x4 = 6x6 = v ab 23 21 19 IV 4x8 = _ 12 11 31 1U 32 9 3x4 II 2x4 II 4x6 13 4x8 = 5x6 WB 5x5 = 5x6 = 2x4 II 2x4 II 355-12 [11:0-2-8,0-2-0], [14:0-2-12,Edge], [16:0-2-12,0-2-0], [20:0-3-4,0-3-0], [21:0-2-0,0-0-12], LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.91 Vert(LL) -0.42 9-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.98 Vert(CT) -0.65 9-11 >642 180 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.19 23 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 327 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied, except end verticals, and 1-2: 2x4 SP No.2, 4-5: 2x8 SP No.2 4-0-0 oc purlins (4-8-0 max.): 2-7. BOT CHORD 2x4 SP No.2 `Except* BOT CHORD Rigid ceiling directly applied. Except: 15-20,10-13: 2x4 SP No.1, 5-12: 2x4 SP No.3 1 Row at micipt 5-14 WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 12-14 1-21: 2x6 SP NCA 8-9,11-14: 2x4 SP No.2 WEBS 1 Row at midpt 3-16, 4-16, 6-11, 1-21, 2-20 OTHERS 2x4 SP No.3 *Except* 2 Rows at 1/3 pts 7-9 8-22: 2x8 SP No.3 REACTIONS. (size) 21=0-5-2, 23=0-6-12 Max Horz 21=-84(LC 8) Max Uplift 21=325(LC 8), 23=291(LC 8) Max Grav 21=2168(LC 13), 23=2062(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1763/312, 3-4=-1760/311, 4-5=2290/413, 5-6=-2283/410, 6-7=-1763/337, 7-8=-425/119, 20-21=-2088/330, 9-22=164/1630, 8-22=164/1630 BOT CHORD 17-20=-25/722, 16-17=-25/722, 14-16=259/2131, 5-14=535/151, 9-11 =-1 74/1295 WEBS 2-16=-268/1857, 3-16=-595/169, 4-16=679/158, 6-11=1089/205, 7-11=-103/1260, 7-9=1759/246, 2-20=-1847/353, 11-14=-174/1831, 6-14=113/887, 4-14=56/387, 8-23=-2085/295 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=18ft; B=108ft; L=7011; eave=8ft; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 23 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 325 lb uplift at joint 21 and 291 lb uplift at joint 23. 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. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ����ruiurrrr�� E NS 4b�� ••�'` F•••• �i No 34869 ••4 O to Julius Lee PE No:34869 MiTek USA, Ins. FL Cert 6634 6904 Parke East.Blvd. Tampa FL 33610 Date: January 18,2022 ® 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 m q� �• 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 Duality Criteria, DSB-89 and 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 Baker Residence T26547553 J43423 Al2 PIGGYBACK BASE 1 1 Job Reference (optional) cast C.oasr i russ, R. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:30:16 2022 Page 1 ID:5ww339MuYE?mPA1 gZOk9SCzxjM_ xNTrScuWrdKpOxl6Oc—c8?Bpul4kCsznwlYy9wzvOsL 20-7-4 3-1-8 35-0 9-7-5 17-11-0 18.i-1 26-0-7 30-1-11 35-5-12 3-1-6 0-0-8 6-25 8-3-110. •1 2.6-3 5-9-3 3-9-0 5-0-1 6.00 12 5x5 = 2X4 11 48 = 5x8 = 2x4 25 23 `� 4x8 = 46 — 18 14 13 12 11 33 34 10 44 II 2x4 11 2x4 II 3x6 = 46 = 5x6 = 2x4 11 2x4 11 4x8 = 2x4 11 3x4 = 18-11-0 35-0 9-7-5 17-11-0 18 -1 20-7.4 26-0-7 3ITI 11 35-5.12 3-5-0 6-25 8311 0. -1 1-8-4 5-9-3 3-9-0 5-0-1 0.9-15 Plate Offsets (X,Y)— [2:0-2-8,0-2-4], [4:0-4-0,Edge], [5:0-4-12,0-2-4], [8:0-3-0,0-2-0], [9:0-3-0,Edge], [10:Edge,0-1-8], [11:0-4-0,0-1-12], [15:0-6-0,0-2-8], [20:0-2-12,0-2-0], Scale = 1:79.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.80 Vert(LL) -0.26 20-21 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.78 Vert(CT) -0.41 20-21 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.21 27 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -AS Weight: 310 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except` TOP CHORD Structural wood sheathing directly applied, except end verticals, and 1-2,5-6: 2x4 SP No.2, 8-9: 2x6 SP No.2 4-0-0 oc pudins (4-7-15 max.): 2-5, 6-8. BOT CHORD 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied. Except: 19-24: 2x4 SP No.1 10-0-0 oc bracing: 16-17 WEBS 2x4 SP No.3 `Except' WEBS 1 Row at midpt 3-20, 5-20, 6-13, 7-11, 1-25, 8-10, 2-24 1-25: 2x6 SP No.2, 9-10,11-15: 2x4 SP No.2 OTHERS 2x8 SP No.3 REACTIONS. (size) 25=0-5-2, 27=0-6-12 Max Horz 25=-84(LC 8) Max Uplift 25=322(LC 8), 27=289(LC 8) Max Grav 25=2173(LC 13), 27=2072(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1821/324, 3-5=-1821/324, 5-6=2569/422, 6-7=-2541/413, 7-8=-1770/314, 8-9=-352/91, 24-25=2080/330, 10-26=195/1741, 9-26=195/1741 BOT CHORD 21-24=23/728, 20-21=-23/728, 17-20=265/2246, 16-17=324/2526, 15-16=324/2526, 10-11=151/1110 WEBS 2-20=278/1899, 3-20=-771/224, 5-20=662/114, 6-15=579/97, 7-15=-15611219, 7-11=-1393/265, 8-1 0=-1 799/256, 2-24=-1852/354, 8-11 =1 73/1534, 6-17=8301179, 11-15=-223/1741, 5-17=-109/1112, 9-27=-2091/292 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=18ft; B=108ft; L=70ft; eave=8ft; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Bearing at joint(s) 27 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 322 lb uplift at joint 25 and 289 lb uplift at joint 27. 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. 10) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. �I11111ff11I j%-1US • No 34869 r Julius Lee PE N0.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 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 ANSIfrF11 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 Type Oty Ply Baker Residence TA1U3 T26547554s J43423 PIGGYBACK BASE 1 1 Job Reference o tional East toast Truss, Ft. Pierce, HL - J4ti4b, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:30:17 2022 Page 1 ID:5ww339MuYE7mPA1 gZOk9SCzxjM_ PZ1 Dgyv8cxSgd5KIZJVrhCkzMiOfxLLw9ylvvhMzvOsK 3-18 3�5r0 10-0-0 18-1-1 22-74 26-11-14 32-1-11 35-5-12 3-1 8 0- -8 6-7-0 B-1-1 4.6-3 4-4-10 5-1-13 3-4-1 6.00 F12 5x5 = 2x4 11 2x4 US = 5x8 =2x4 II 24 22 er 4x8 — 3x6 16 15 �J 14 34 35 13 12 11 = 4x4 II 2x4 II 2x4 II 4x8 = Us = 4x8 = 3x4 II 5x6 = 2x4 11 Scale = 1:72.1 ob us 26 a IN 16 3 5 0 10-0-0 17-11-0 1� 11�0 22-74 32-1-11 35-5-12 39 6-7-0 7-11, 344 9-6-7 3 4 1 Plate Offsets (X,Y)— [2:0-2-8,0-2-4], [5:0-4-4,0-2-0], [9:0-3-0,0-2-0], [10:0-1-8,Edge], [12:0-4-0,0-1-12], [14:0-3-0,0-1-12], [17:0-2-12,Edge], [19:0-2-12,0-2-0], [23:0-3-4,Edgel, LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.88 TCDL 15.0 Lumber DOL 1.33 BC 0.93 BCLL 0.0 Rep Stress Incr YES WB 0.75 BCDL 10.0 Code FBC20201TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 *Except* 2-4,4-5: 2x4 SP M 31, 7-9: 2x4 SP No. 1, 9-10: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 `Except' 18-23,13-16: 2x4 SP No. 1, 6-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 14-17: 2x4 SP No.2, 1-24: 2x6 SP No.2 OTHERS 2x8 SP No.3 REACTIONS. (size) 24=0-5-2, 26=0-6-12 Max Horz 24=-84(LC 8) Max Uplift 24=-322(LC 8), 26=289(LC 8) Max Grav 24=2176(LC 14), 26=2048(LC 14) DEFL. in (loc) VdeO Ud PLATES GRIP Vert(LL) -0.28 19-20 >999 240 MT20 244/190 Vert(CT)-0.4717-19 >895 180 Horz(CT) 0.22 26 n/a n/a Weight: 305 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals, and 4-0-0 oc purlins: 2-5, 7-9. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 3-19, 7-14, 8-12, 1-24, 2-23, 5-19 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1874/330, 3-5=1874/330, 5-6=2583/427, 6-7=-2725/421, 7-8=-2440/365, 8-9=-921/166,9-10=-1026/157,23-24=2069/332 BOT CHORD 20-23=19/729, 19-20=-19/729, 17-19=268/2233, 12-14=264/1852 WEBS 2-19=-276/1907, 3-19=-752/220, 5-17=-99/1036, 14-17=274/2690, 7-14=1329/221, 8-14=-93/1112,8-12=-1650/263,2-23=-1864/361,10-12=203/1716, 5-19=588/113, 10-26=-2061/291 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=18ft; 13=108ft; L=70ft; eave=8ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Bearing at joint(s) 26 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 322 lb uplift at joint 24 and 289 Ito uplift at joint 26. 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. 10) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. `,�.� •.��G EN"' �♦! No 34869 V = T' ••� F• •..0 R I Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East.Blvd. Tampa FL 33610 Date:. January 18,2022 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 prepedy Incorporate this design Into 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 Qty Ply Baker Residence T26547555 J43423 A14 Roof Special 1 1 Job Reference o tional East coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Jan 14 15:30:19 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_ My9z4ewO8YiOtOUghkXJmdpJCW44PAwDcGndlFzvOsl M35 0 3,9 5 1174 17-5-4 17T11-0 247-4 29-0-7 341-11 35 5-12 . OW41 6-9-15 6-9-15 0- 2 6-84 4-94 4-94 14-1 6.00 12 5x5 = Scale = 1:71.3 2x4 II 3x6 = 5x5 = 3 4 285 2x4 11 UE 27 axo — 16 2x4 II 2x4 II 3x4 11 4x8 = 3X6 = 4x6 = 3x6 = 2X4 11 4x4 = 4x4 = 34-1-11 1:Edge,0-1-12], [12:0-2-9,0-1-8], [13:0-1-12,0-1-12], [14:0-2-12,0-1-8], [17:0-2-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TIC0.86 Vert(LL) -0.30 17-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.93 Vert(CT) -0.52 17-19 >800 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.18 27 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -AS Weight: 312 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: 6-15: 2x4 SP No.3 1 Row at midpt 6-17 WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 20-21, 15-17 14-17,10-11: 2x4 SP No.2, 1-25: 2x6 SP No.3 WEBS 1 Row at midpt 3-19, 5-19, 8-13, 1-25, 2-20 OTHERS 2x8 SP No.3 REACTIONS. (size) 25=0-5-2, 27=0-6-12 Max Horz 25=92(LC 7) Max Uplift 25=-322(LC 8), 27=289(LC 8) Max Grav 25=2123(LC 14), 27=1991(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=934/159, 2-3=1829/340, 3-5=1829/340, 5-6=2694/474, 6-7=-2732/409, 7-8=-2502/358, 8-9=-1669/249, 9-10=422/50, 24-25=-2075/314, 1-24=-2033/317, 11-26=-245/1512,10-26=-245/1512 BOT CHORD 19-20=27/857, 17-19=251/2099, 6-17=-325/134, 13-14=238/1665, 11-13=55/359 WEBS 2-19=267/1689, 3-19=689/202, 5-19=521/97, 14-17=335/2573, 7-17=-289/89, 7-14=-13961247, 8-14=-183/1400, 8-13=-15311281, 9-11 =1 399/260, 9-13=297/2124, 5-17=191/1310, 2-20=-1312/280, 1-20=-238/1739, 10-27=-2012/292 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=18ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing atjoint(s) 27 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 322 lb uplift at joint 25 and 289 lb uplift at joint 27. 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. ,,��IIIIIIIII��I • G ENS No 34869 JK it, IiE S Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East.Blvd. Tampa FL 33610 Date: January 18,2022 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I1912020 BEFORE USE. Design valid for use only with MTTek® connectors. This design is based only upon parameters shown, 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 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 ANSI?P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply Baker Residence [A15 T26547556 J43423 Roof Special 1 1 Jab Reference o tional East Coast I cuss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:30:20 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_-g6jMl xOvsgEUY2tFS2YJrMTFvQIBdRNrwWAlhzvOsH 3 1 13-8-15 19-5-4 674 30-4-10 355-12122-95 I 3-9-7 5-1-211-7� 6.00 F12 5x5 = 3x4 = 5x5 = 6x6 = 46 i 2 3 4 19 20 5 2x4 11 4x8 = 3x4 = 10-7-4 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress [nor YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP N0.2 *Except* 5-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 11-13: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 8-9: 2x4 SP No.2, 1-16: 2x6 SP No.3 OTHERS 2x8 SP No.3 3x6 = 3x8 = 4x6 4x4 = Scale = 1:65.3 N_ 1 18 1 ♦ IN 4x6 = CSI. DEFL. in ([cc) Vdefl Ud PLATES GRIP TC 0.91 Vert(LL) -0.24 12-14 >999 240 MT20 244/190 BC 0.84 Vert(CT) -0.40 12-14 >999 180 WB 0.99 Horz(CT) 0.15 18 n/a n/a Matrix -AS Weight: 273 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at micipt 2-15, 3-15, 4-14, 4-12, 6-12, 7-9, 1-16 REACTIONS. (size) 16=0-5-2, 18=0-6-12 Max Horz 16=107(LC 8) Max Uplift 16=-339(LC 8). 18=291(LC 8) Max Grav 16=2061(LC 14), 18=1973(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 478/82, 2-3=410/89, 34=1773/308, 4-5=2140/395, 5-6=2470/384, 6-7=-2634/372, 9-17=-236/1814, 8-17=236/1814, 1-16=2106/307 BOT CHORD 14-15=-130/1375, 12-14=-237/1961, 10-12=-379/2667, 9-10=-251/1645 WEBS 3-15=1839/334,3-14=-118/1126,4-14=-729/194,5-12=0/538, 6-12=-710/146, 6-10=-1135/240, 7-10=208/1706, 7-9=2188/343, 1-15=268/1906, 8-18=1999/295 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=18ft; B=108ft; L=70ft; eave=8ft; 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) 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) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 339 lb uplift at joint 16 and 291 lb uplift at joint 18. 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. �11/1111/11j ENg 34869 �cc 441 "1811111tilt" Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ty�'Ply Baker Residence J43423 A16G Roof Special Girder 1 2 I Job Reference (optional) 19:I , - rage, ID:5ww339MuYE7mPA1gZOk9SCzxjM_ EarUUDNeHcGgKoslNssllNiGPadDMFg5nM9C8izu6T 5-8-2 11-0-12 16-5.6 20-10-0 26-3-7 30.8-13 35-5-12 5 8 2 5_,_ 5�-10 4A-10 5-5-7 4 5 7 4-8-15 4x8 = 6x8 = 2x4 II 4x8 = 5x5 = 4x4 II 1 25 26 27 2 28 29 3 4 30 31 532 3334 6 35 4x8 = 4x12 = 7 36 8 37 Scale = 1:62.5 6x8 = 2x4 11 8x16 = 9 10 24 v n u5 0 I9 3x8 II 6x12 = 6x8 = 6x12 = US = 2x4 11 Special 2x4 11 5 8 2 11-0-12 165 6 20-10-0 21-10 26 3-7 30 8-13 355-12 5 8 2 5-0 10 5-0 10 4-0 10 4-5-7 4-5 7 4 8 15 Plate Offsets (X,Y)- [1:0-4-0,0-2-8], [3:0-2-8,0-2-0], [5:0-2-4,0-2-8], [10:0-3-8,0-4-0], [11:0-3-0,0-0-12], [15:0-4-0,Edge], [17:0-0-8,0-2-0], [18:0-2-8.0-2-12], [21:0-5-4,0-2-8], r22:0-4-4,0-0-141 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.99 Vert(LL) -0.40 16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.88 Vert(CT) -0.74 16 >562 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.15 24 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 618 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP SS *Except* TOP CHORD Sheathed or 1-9-2 oc purlins, except end verticals. 7-10: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: BOT CHORD 2x6 SP SS *Except- 10-0-0 oc bracing: 15-17 6-17: 2x6 SP No.2 WEBS 1 Row at midpt 3-21, 8-12 WEBS 2x4 SP No.3 *Except* 1-22: 2x8 SP No.3, 10-11: 2x6 SP No.2 1-21,15-18,10-12: 2x4 SP No.1 OTHERS 2x8 SP No.3 *Except* 14-14: 2x4 SP No.3 REACTIONS. (lb/size) 22=8650/0-6-0 (min. 0-5-2), 24=8359/0-6-12 (min. 0-2-11) Max Uplift 22=-2061(LC 8), 24=-1700(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-22=8520/2059, 1-25=-7651/1810, 25-26=-7651/1810, 26-27=7651/1810, 2-27=-7651/1810, 2-28=-7651/1810, 28-29=-7651/1810, 3-29=-7651/1810, 3-4=-14454/3336, 4-30=-14454/3336, 30-31=-14454/3336, 5-31=14454/3336, 5-32=18556/4182, 32-33=18556/4182, 33-34=18556/4182, 6-34=18556/4182, 6-35=18970/4273, 7-35=-18970/4273, 7-36=-18970/4273, 8-36=18970/4273, 8-37=-9024/1856, 9-37=9024/1856, 9-10=-9024/1856, 11-23=-125/800, 10-23=-125/800 `��, �vL'Ius BOT CHORD 20-21=2927/12460, 19-20=2927/12460, 18-19=2927/12460, 17-18=-473/2030, ��, •' G E N S'$1••.• 15-17=-36/320, 6-15=-2096/575, 14-15=-3243/15187, 13-14=-3243/15187, �� ••�� 13-38=-3243/15187,12-38=3243/15187,12-39=-28811418,39-40=288/1418, 34869 11-40=288/1418 WEBS 1-21=-2449/10356, 2-21=-2550/699, 3-21=-6652/1544, 3-18=-579/2757, 5-18=-6076/1416, 7k ;• ; >Ar 15-18= 3006/13047, 5-15=1150/5567, 8-15=-1240/4857, 8-13=-43/513, 8-12=-8114/1826, * = 9-12=-376/134,10-12=-2191/10624,10-24=-8685/1767 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: i�� •, • ��; .(� •, Q ,� �� ��j Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. ; R Q . •• �� Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. ��j� ' • •' • • c `� �V Webs connected as follows: 2x4 -1 row at 0-9-0 oc.A` 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. Julius Lee PE No.34869 3) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. MiTek USA, Inc. FL Cert 6634 II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 6904 Parke East Blvd. Tampa FL 33610 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to Date•, the use of this truss component. lani tan/ 1 R gfl99 5) Provide adequate drainage to prevent water ponding.- ---- -'' ' -'--- -(%- -oWgM g T,Q"fates-untess-otherwise-indicated---- --- - - - rt 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 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�• is always required for stability and to prevent collapse 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 Qualify Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baker Residence J43423 A16G Roof Special Girder 1 2 Job Reference (optional) wear went i m i. rimcn, FL 54i io NOTES- 6.430 s Mar 22 2021 MiTek Industries, Inc. Tue Jan 18 14:15:11 2022 Page 2 ID:5ww339MuYE?m PA1 gZOk9SCzxjM_-EarUUDNeHcGgKoslNssllNiGPadDMFg5nM9CBizu6T 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 24 considers parallel to grain value using ANSIlrPI 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 2061 lb uplift at joint 22 and 1700 lb uplift at joint 24. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 765 lb down and 251 lb up at 0-9-11, 747 lb down and 254 lb up at 2-9-11, 747 lb down and 254 lb up at 4-9-11, 788 lb down and 259 lb up at 6-9-11, 796 lb down and 262 lb up at B-9-11, 796 lb down and 262 lb up at 10-9-11, 796 lb down and 262 lb up at 12-9-11, 796 lb down and 262 lb up at 14-9-11, 796 lb down and 262 lb up at 16-9-11, 796 lb down and 262 lb up at 18-9-11, 788 lb down and 259 lb up at 20-9-11, 755 lb down and 242 lb up at 22-9-11, and 774 lb down and 224 lb up at 25-0-3, and 793 lb down and 147 lb up at 27-1-11 on top chord, and 899 lb down and 177 lb up at 29-1-11, and 899 lb down and 169 lb up at 31-1-11, and 899 lb down and 164 lb up at 33-1-11 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=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-10=90, 17-22=-20, 16-17=20, 11-15=20 Concentrated Loads (lb) Vert: 6=-735 3=-743 25=765 26=-747 27=-747 28=-735 29=-743 30=743 31=743 32=-743 34=-743 35=-755 36=774 37=793 38=-899(B) 39=-899(B) 40=899(B) 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 properly Incorporate this design Into the overall ago' 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 ANSYTP11 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 er Residence T26547558 J43423 B01G Hip Girder 1 71:ob Reference (optional) as cast nuss, rr. moue, rL - Savo, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Jan 1415:30:25 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_-A6WFLh?9kOTXbJxgl?ejOu3JVwDypxo6?CExzuzvOsC 1.8.8 6-4.8 12-4-8 18-4-8 24-0.8 28-4-8 31-10-8 3514-8 37-5-o 1.8-8 48-0 6-0.0 6-0-0 5-8-0 440 3.6-0 3-6-0 2.0-8 0 0 NAILED NAILED 5x8 = = = 6.00 12 NAILED NAILED NAILED 2x4 II NAILED US = 4x10 3x4 Sx5 — 3 28 29 4 30 5 631 32 7 8 3x6 =2x4 II Special NAILED NAILED NAILED NAILED 3.00 12 5x6 = 3x6 = Scale = 1:66.3 1-B-8 37-5-0 1.4-8 6-4-8 12-0-8 18-0-8 24-0-8 27-0-8 31-10-8 354-8 3 1-0-8 8­4-0 6-0-0 6-0-0 5-8-0 3-0-0 4--1.3E-0 14-8 0-4-0 Plate Offsets (X,Y)— [2:0-0-12,0-1-12] [3:0-6-0,0-2-81,[6:0-2-8 0-1-81[8:0-2-8 0-2-4] [10:0-2-12 0-2-0] [15:0-2-12 0-2-8] [18:0-1-12 0-1-8] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.94 Vert(LL) -0.05 18-20 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.62 Vert(CT) -0.12 18-20 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(CT) 0.02 12 n/a n/a BCDL 10.0 Code FBC2020lfP12014 Matrix -MS Weight: 199 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-21,6-16,10-12: 2x6 SP No.3 REACTIONS. (size) 12=0-8-0, 21=0-8-0, 16=0-8-0 Max Harz 21=122(LC 24) Max Uplift 12=-229(LC 25), 21=-337(LC 8), 16=533(LC 8) Max Grav 12=968(LC 18), 21=1226(LC 17), 16=2639(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-11-7 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1321/359, 3-4=-1074/367, 4-6=1074/367, 6-7=558/368, 7-8=-901/364, 8-9=-987/344, 9-1 0=-1 101 /300 BOT CHORD 18-20=-224/1108, 16-18=-910/256, 15-16=-910/256, 14-15=-243/518, 13-14=201/943 WEBS 2-21 =1 155/342, 2-20=284/1093, 4-18=866/351, 6-18=517/2193, 6-16=2472/587, 6-15=246/1510, 7-15=-800/168, 7-14=35/551, 9-13=256/117, 10-13=-245/1110. 10-12=-864/234 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=18ft; B=108ft; L=70ft; eave=8ft; 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) 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 229 lb uplift at joint 12, 337 lb uplift at joint 21 and 533 lb uplift at joint 16. 8) "NAILED" indicates 3-10d (0.148"xY) or 3-12d (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) 121 lb down and 40 lb up at 6-4-8 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=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-90, 3-8=-90, 8-11=90, 15-22=-20, 14-15=20, 12-14=20, 12-25=-20 'ontinued on page 2 %oll %* GENS 00 34869 % Julius Lee PE No;34869 MTTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK 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 r building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 s Truss Type Qty Ply Baker Residence FBO T26547558 J43423 G Hip Girder 1 1 Job Reference (optional) Cast L oast i russ, t-t. Tierce, t-L-:5494(i, B.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:30:25 2022 Page 2 ID:5ww339MuYE?mPA1gZOk9SC2xjM= A6WFLh?9kOTXbJxg1?ejOu3JVwDypxo6?CExzuzvOsC LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-84(F) 5=-84(F) 20=65(F) 18=24(F) 4=84(F) 28=-84(r) 29=-84(F) 30=-84(F) 33=24(F) 34=24(F) 35=-24(F) 36=-24(F) WARNING - Veri(y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IAII-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 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 ANSI/TP11 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 dence T26547559 J43423 B02 Hip 1 1 =.a (optional) �nm , i,uas, rt. rieroe, ru - oyavD, - t$.43U S Aug 1b 2U21 MI I eK Industries, Inc. Fri Jan 14 15:30:25 2022 Page 1 ID:5ww339MuYE?mPA1 gZ0k9SCzxJM_-f14dY10nVibODTW1 bi9yY6cViKXYYM WFDszUVLzvOsB i 1-1-8 i 8-4.8 13.4-8 18.48 26-4-8 30-10-8 35-4-8 37.5.0 5.0.0 8-0-0 46-0 2.0.8 5x5 = 6.00 F12 3x4 = 4x6 = 3x6 = 5x6 = 4 5 26 27 6 7 Scale = 1:65.7 3.00112 5x6 = 1-8-8 37-5-0 14-8 8-4-8 184-8 24-0-8 27-0-8 364-8 3 14-8 6-8-0 10-0-0 54i-0 3-0-0 84-0 14-8 0-0-0 Plate Offsets (X,Y)—[2:0-2-12,0-2-01,[3:0-3-0,0-2-81,[7:0-3-8,0-2-41,[9:0-1-4 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.84 Vert(LL) -0.17 15-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.62 Vert(CT) -0.34 15-18 >594 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.03 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 200 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 2-19,5-15,10-12: 2x6 SP No.3 REACTIONS. (size) 12=0-8-0, 19=0-8-0, 15=0-8-0 Max Horz 19=153(LC 7) Max Uplift 12=-170(LC 8), 19=208(LC 8), 15=-352(LC 8) Max Grav 12=958(LC 18), 19=939(LC 17), 15=2281(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-840/151, 34=611/174, 4-5=0/730, 7-9=840/169 BOT CHORD 18-19=-110/312, 15-18=80/256, 14-15=730/211, 13-14=0/611, 12-13=-126/892 WEBS 2-19=-900/253, 2-18=-51/449, 3-18=254/97, 4-18=38/557, 4-15=1128/194, 5-15=1354/294, 5-14=-160/1105, 7-14=-881/121, 7-13=14/555, 9-12=-1099/200, 10-12=-355/146 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuft=160mph ,%J111111" (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS left Lumber DOL=1.60 DOL=1.60 ,��� flus - �v�: �F �I, (directional); cantilever and right exposed; plate grip `�� .... E ••. �i� 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,�� .••�G N F ••• to the use of this truss component. �� V 0 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. N O 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 170 lb uplift atjoint 12, 208 lb uplift at joint 19 and 352 lb uplift at joint 15. 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. ,� ••� O R Julius Lee PE No.34869 Welk USA, Inc. FL Cert 6634 6904 Parke East.Blvd. Tampa FL 33610 Date: January 18,2022 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 ANSWF11 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 er Residence T26547560 J43423 B03 Hip 1Reference �Job (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:30:27 2022 Page 1 ID:5ww339MuYE?mPA1 gZOk9SCzxjM= 7Ve?mN 1 PG?jFgd5D9QgB5J8g5kt3HpZOSWj22nzvOsA i t-&8-&I 6-0.84-410-4-8 18-4.8 24-4-8 29.10.5-6-08 35-0-8 37-5.0 18 0 ' 44.0 6.0-0 5-6-0 2-0-8 5x6 = cent' 4x6 = 3x6 = = 5 26 27 6 7 5x5 Scale = 1:65.7 3.00112 5x6 = 1 8 8 375-0 14-8 104-8 184-8 24-0-f1 27-0-8 35-4-6 3 14-8 8-8-0 8-0-0 5-8-0 3-0-0 84-0 14-8 0-4-0 Plate Offsets (X,Y)— [3:0-1-12,0-2-0][4:0-3-4,0-2-8],[7:0-2-8,0-2-41,[9:0-1-12 0-2-0I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.87 Vert(LL) -0.14 12-13 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.60 Vert(CT) -0.29 12-13 >705 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.04 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 210 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-15 2-19,5-15,10-12: 2x6 SP No.3 REACTIONS. (size) 12=0-8-0, 19=0-8-0, 15=0-8-0 Max Horz 19=184(LC 7) Max Uplift 12=-164(LC 8), 19=202(LC 8), 15=-364(LC 8) Max Grav 12=1004(LC 14), 19=951(LC 17), 15=2370(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-636/148, 4-5=0/657, 7-9=-829/162 BOT CHORD 18-19=73/747, 15-18=1/526, 14-15=732/229, 13-14=0/253, 12-13=-110/965 WEBS 2-19=-332/155, 3-19=-749/160, 3-18=261/118, 4-18=0/484, 4-15=-1342/177, 5.15=-1478/322, 5-14=-171/1191, 7-14=-778/115, 7-13=59/806, 9-13=-381/198, 9-12=-1075/164, 10-12=-402/166 NOTES- 1) Unbalanced roof live loads have been considered for this design. it l l l i fill 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; `,(t Us �� .V Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 ,,r,� �� Ie .N 4o 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck ,�� .•'�0 E S '•. , F ••• to the use of this truss component. `� V 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, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 lb uplift at joint 12, 202 lb uplift at joint 19 and 364 lb uplift at joint 15. •„ :: L(/ •�C/ 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 directly to the bottom �� �j�T ' Q;•'�=,�� applied chord. �' Q R 1 Julius Lee PE NoA41869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:, January 18,2022 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall �• building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing " IF, always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the AiTeW fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANShTP/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 Baker Residence T26547561 J43423 604 Hip 1 1 Job Reference (optional) - wavo, a.4Ju S Aug 16 ZU21 MiTek industries, Inc. Fri Jan 14 15:30:29 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxi_-3tlIB32gndzz4xEbGdfAkD50YZBlpfhwgC86gzvOsB i 1-8-8 I 7.0.8 12.48 18-48 22.48 27.0-8 31-2.8 35.4-8 37-5.0 1.8.8 5.40 ' 5.4-0 6.0.0 4-0-0 4-8-0 42-0 42.0 2-0-8 Scale = 1:66.9 6.00 F12 5x5 = 2x4 II 5x5 = 5 6 27 28 7 3.00112 5x6 = 143-8 37.5-0 14-8 , 10-0-8 18-0-8 24-M 27-0-8 354-8 ".14-6 6-0-9 14-8 ' lL4-0 i 8-0-0 r 5-8-0 3-0-0 84-0 43 1 88 _Plate offsets (x,Y)— [5:0-3-0,0-2-81, [7:0-2-8 0-2-41, [8:0-3-4 0-3-01, [10:0-1-0,0-2-01, [14:0-2-8,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.56 Vert(LL) -0.14 16-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.63 Vert(CT) -0.28 13-14 >717 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.03 13 n/a n/a BCDL 10.0 Code FBC2020(rP12014 Matrix -AS Weight: 220 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-16, 7-16 2-20,6-16,11-13: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 13=0-8-0, 20=0-8-0, 16=0-8-0 Max Horz 20=215(LC 7) Max Uplift 13=-151(LC 8), 20=189(LC 8), 16=390(1_C 8) Max Grav 13=930(LC 14), 20=909(LC 17), 16=2544(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-267/57, 3-5=546/145, 5-6=0/787, 6-7=0/787, 9-10=-680/118 BOT CHORD 19-20=-83/672, 14-15=0/557, 13-14=93/772 WEBS 2-20=-390/176, 3-20=-645/109, 3-19=409/171, 5-19=-63/689, 5-16=-12821200, 6-16=-519/140,7-16=-1184/193, 7-15=117/732,9-15=938/148,9-14=0/595, 10-13=968/167, 11-13=-320/136 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=18ft; B=108ft; L=70ft; eave=8ft; 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 13, 189 lb uplift at joint 20 and 390 lb uplift at joint 16. 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. 111111111/1I .,�� •�\G E NSF•. No 34869 • i . ,. 15,0 N A` Julius Lee'PE No:34869 MiTek USA, Inc. k Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. January 18,2022 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 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 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 City Ply Baker Residence T26547562 J43423 B05 Hip 1 1 Job Reference (optional) r russ, Ft. Pierce, FL - avava, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:30:30 2022 Page 1 ID:5ww339MuYE?mPA1 gZOk9SCzxjM= X4JBOP31Yw5gh4pogYEuiymGixvaUGPr8Uxie6zvOs7 1.8.8 8-0-8 14.4-8 18-4-8 20-4-8 27.0-8 31-2-8 35-4-8 37-5-0 1-8.8 6.4-0 6-40 -7 2-0-0 6.8.0 4.2-0 42.0 2-0-8 6.00 12 5x5 = 2x4 II 5x6 = 62728 7 3.00112 5x6 = Scale = 1:67.3 0 o 12 j9 11 v N 1-8-8 37-5-0 14-8 10-M 184-8 24-0-8 27-0-8 354-8 3 -4-8 6-4-0 8-4-0 5-8-0 3-0-0 84-0 14-8 0440 Plate Offsets (X,Y)—[5:0-3-0.0-2-81,17:0-3-8,0-2-4),[8:0-2-4,0-3-0),[10:0-1-0,0-2-01,[14:0-2-8 0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.52 Vert(LL) -0.15 16-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.62 Vert(CT) -0.28 13-14 >717 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.03 13 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -AS Weight: 229 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-16. 7-16 2-20,6-16,11-13: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 13=0-8-0, 20=0-8-0, 16=0-8-0 Max Horz 20=245(LC 7) Max Uplift 13=-150(LC 8), 20=188(LC 8), 16=-392(LC 8) Max Grav 13=901(LC 14), 20=897(LC 17), 16=2657(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=333180, 3-5=555/182, 5-6=0/779, 6-7=0/779, 7-9=102/301, 9-10=643/125 BOT CHORD 19-20=-124/614, 16-19=-371/193, 15-16=-540/231, 14-15=0/546, 13-14=84/706 WEBS 2-20=-464/206, 3-20=-541/102, 3-19=531/213, 5-19=-139/932, 5-16=-1251/213, 6-16=-258/45,7-16=-1288/243,7-15=158/890, 9-15=1018/188, 9-14=01558, 10-13=-896/153,11-13=-335/142 NOTES- �({1111►1►►� 1) Unbalanced roof live loads have been considered for this design. ,��``v��Us 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; =108ft; L=70ft; eave=8ft; �� J .N Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL= .60 plate grip DOL=11.60 ,�� • '�G E S •• �i� F•••. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain to ding 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 C 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 150 lb uplift at joint 13, 188 lb uplift at '�i 411 Z �•• •�(/ joint 20 and 392 lb uplift at joint 16. 8) This truss design that 7/16" be Q . �i T Q`.•• requires a minimum of structural wood sheathing applied directly to the it chord and 1/2" gypsum �� t� �•• �i�` •• R �_ sheetrock be applied directly to the bottom chord. •,� ��, ; �►►►n n l lit{{�` Julius Lee'PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 bite: January 18,2022 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building BEFORE USE. component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this esign into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional tempera and permanent bracing MiTek• Is always required for stability and to prevent collapse with. possible personal injury and property damage. For general guidance fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Crlterla, DSB-69 regarding the and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 206.01 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baker Residence T26547563 J43423 606 Hip 1 1 Job Reference (optional) • •'---• • • •' • •• • "•- �^� o.gau smug 1 O zuzi mi I eK InauslneS, Inc. Ffl Jan 14 10:3U:31 2U22 Pagel ID:Sww339MuYE?mPA1 gZOk9SCzxjM_-?GtWc14wJEDhJEO—OG17F9JRFLGTDfU_NBhFBYzvOs6 5-7.6 10-11-15 16-4-8 18-4.8 24.0.8 29-8-8 35.48 37-5.0 5-7-6 5-4-9 5-4-9 2-0-0 5-8-0 5.8.0 5-8-0 2-0-8 5x8 = 6.00 12 5x5 = 728 3xb = 3.00112 Sx6 = 1-8-8 37-5-0 14-8 9-0-8 164-8 18-0-8 24-0-8 27-0-8 354-8 3 1-0.8 7-0-0 7-4-0 2-0-0 5-8-0 3-0-0 8-4-0 1.4.8 Scale=1:67.3 Plate Offsets (X,Y)— [4:0-2-0,0-3-01,[6:0-6-0 0-2-81,[7:0-3-0 0-2-8] [10:0-1-12,0-2-0],[18:0-2-8 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.54 Vert(LL) -0.14 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.57 Vert(CT) -0.28 13-14 >735 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.02 13 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -AS Weight: 242 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-17, 6-16, 7-16, 8-16 7-16,11-13,2-21: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 13=0-8-0, 16=0-8-0, 21=0-8-0 Max Harz 21=276(LC 7) Max Uplift 13=-145(LC 8), 16= 408(LC 8), 21=176(1_C 8) Max Grav 13=887(LC 14), 16=2656(LC 14), 21=879(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-5=568/220, 5-6=0/668, 6-7=0/746, 7-8=-6/913, 8-10=-514/116 BOT CHORD 20-21 =-1 63/652,17-20=-257/308, 16-17=-623/274, 13-14=-62/719 WEBS 3-20=309/135, 5-20=25/531, 5-17=899/219, 6-17=-1111789, 6-16=-1358/17B, 7-16=-689/88,8-16=-1032/237, 8-14=49/718,10-14=-424/200,10-13=-821/102, 11-13=-420/174, 3-21=-769/136, 2-21=265/122 NOTES - I) 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=18ft; B=108ft; L=7011; eave=Bft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 13, 408 lb uplift at joint 16 and 176 lb uplift at joint 21. 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. ,%�����VL1US ♦,�.` G E NSF•. ,ice 34869 ZZ ON A' E�%% Julius Lee PE No.34869 MTek USA, Inc. FL Cart 6634 6904 Parke East.Blvd. Tampa FL 33610 Date: January 18,2022 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 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 a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall Ii�Yia 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 Quality Cdterta, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety lnformatron available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty er Residence TB'07 T26547564 J43423 Roof Special 1 �61:ob Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:30:33 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_ xe?GOQ5ArrTOYYYNVhnbKaOh69wUhXCHgSAMFRzvOs4 9.1-12 16-0-0 22-&0 28-4-0 3'10-0 TOP' 8-1-12 ' 7-10-4 6.8.0 5-8-0 IS-; 2-0-8 6.00 12 4x6 7x6 3.00112 5x6 = Scale = 1:65.2 36-0-8 8-1-12 15-6-15 22-8-0 25-8-0 34-0-0 8-1-12 7-5-3 7-1-1 3-0-0 84-0 Plate Offsets (X,Y)— [1:0-1-12,0-2-0[,[4:0-3-8,0-2-8[,[7:0-1-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.90 Vert(LL) -0.14 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.60 Vert(CT) -0.29 10-11 >759 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 213 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` WEBS 4-13,8-10,1-16: 2x6 SP No.3 REACTIONS. (size) 16=0-8-0, 10=0-8-0, 13=0-11-5 Max Horz 16=280(LC 7) Max Uplift 16=-79(LC 8). 10=157(LC 8), 13=-417(LC 8) Max Grav 16=607(LC 17). 10=978(LC 14). 13=2701(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-601/331, 2-4=24/943, 4-5=-2/878, 5-7=761/152, 1-16=-530/110 BOT CHORD 15-16=-150/629, 13-15=-275/408, 10-11=-88/892 WEBS 2-15=0/337, 2-13=1141/266, 4-13=1293/170, 5-13=-1166/253, 5-11=-59/775, 7-11=-368/190, 7-10=-1010/131,8-10=432/177, 1-15=416/105 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at micipt 2-13, 4-13, 5-13 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=18ft; B=108ft; L=70ft; eave=8ft; 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) 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) The Fabrication Tolerance at joint 4 = 12% 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 79 lb uplift at joint 16, 157 lb uplift at joint 10 and 417 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. ,,��� ���lU S• •REF i,�� No 34869 •• 7k' f�X\�.S�< O R , N�,�. 4#4 ONA` �:%01 �411111Julius Lee PE W 34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East,Blvd. Tampa FL 33610 Date:. January 18,2022 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 WOO connectors. This design Is based only upon parameters shown, 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 ANSIMP11 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 Truss Type Qty Ply Baker Residence T26547565 J43423 Roof Special 1 1 Job Reference (optional) toast t russ, Ft. Pierce, FL-.34946, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Jan 1415:30:34 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxi_-QrZeEm6oc9bFA17Z3OJgtoxt2ZGiQ2KQ36vvntzvOs3 8.3-15 16-0-0 21-6.11 21 8-3 36-0-8 8-3-15 7-8-1 5-6-11 7-1-8 7-4-5 4x6 7x6 6.00 12 Scale = 1:66.7 14 4x8 = 3x6 = 2x4 II 3x4 11 36-0-8 B-3-15 13-8-16 14 0 15 215-11 -0 28-8-3 34-4-0 3 8-3.15 5-5-0 0 7512 5- 6-8-3 5-7-13 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.88 TCDL 15.0 Lumber DOL 1.33 BC 0.60 BCLL 0.0 Rep Stress Incr YES WB 0.70 BCDL 10.0 Code FBC2020ITP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 4-16,1-19,8-10: 2x6 SP No.3, 12-15: 2x4 SP No.2 REACTIONS. (size) 19=0-8-0, 10=0-8-0, 16=0-8-0 Max Horz 19=280(LC 7) Max Uplift 19=-66(LC 8), 10=182(1_C 8), 16=-400(LC 8) Max Grant 19=533(LC 17), 10=1206(LC 14), 16=2554(LC 13) DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) -0.16 15-16 >999 240 MT20 244/190 Vert(CT) -0.29 15-16 >848 180 Horz(CT) 0.03 10 n/a n/a Weight: 226 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 midpt 2-16, 4-16, 5-16 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-450/304, 2-4=12/833, 4-5=0/550, 5-7=840/173, 7-8=-1279/212, 1-19=-451/99 BOT CHORD 18-19=-136/668, 16-18=-292/297, 15-16=0/637, 5-15=15/713 WEBS 2-18=0/295, 2-16=1029/260, 4-16=1090/139, 5-16=-1357/252, 12-15=-87/1055, 7-15=-483/167, 1-18=-444/131, 8-12= 82/950, 8-10=-1069/228 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=18ft; B=108ft; L=70ft; eave=Bft; 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 19, 182 lb uplift at joint 10 and 400 lb uplift at joint 16. 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. ,`,�(11111111,?"10 US ♦ ; .•� Fes••• i� 34869 lo .o�i� O R X p Jullus Lee"PE W 34869 MTTek I18A Inc: FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 &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 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 ANSIorn ll 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 Baker Residence T26547566 J43423 C01G COMMON GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Jan 14 15:30:35 2022 Page 1 ID:5ww339MuYE?mPAt gZOk9SCzxjM_-ul71 R67QNTj6osild5g3P?T6Gycr9SsalmfTKJzvOs2 1-8.8 7-3-8 12-10-8 18-5-8 24-0-8 25.9A 1-8-8 1 5.7.0 5.7-0 6-7-0 5.7.0 6.00 12 4x4 = 3x6 I I 5x5 = 4x6 = 3x8 = 4x6 = 5x5 = 3x6 11 3x4 = 3x4 = NAILED NAILED NAILED NAILED SUH24 Scale = 1:49.0 IR SUH24 NAILED NAILED i 1-0-8 1r8-0 7-M 12-10 8 18-5-8 24-0-8 24-0,825-9-0 r 1-0-8�04-b 5-7-0 5-7-0 5-7-0 5-7-0 Plate Offsets (X,Y)— [1:0-1-11,0-1-81, [5:0-2-0,0-2-41, [9:0-1-11,0-1-8), [10:0-4-4,0-1-8), [11:0-2-8,0-2-01, [15:0-2-8,0-2-01, [16:0-4-4,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.60 Vert(LL) 0.13 13-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.61 Vert(CT) -0.17 13-15 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 160 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* 8-10,2-16: 2x6 SP No.3 REACTIONS. (size) 10=0-8-0, 16=0-8-0 Max Horz 16=199(LC 7) Max Uplift 10=1000(LC 8), 16=1051(LC 8) Max Grav 10=2237(LC 1), 16=2237(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-327/129, 2-3=2970/1532, 3-5=2209/1391, 5-7=-2209/1391, 7-8=-2970/1539, 8-9=-327/149 BOT CHORD 1-16=-123/350,15-16=-240/491,13-15=-1280/2555,11-13=-1286/2555,10-11=-147/350, 9-10=-147/350 WEBS 5-13=-1098/1405, 7-13=-886/304, 7-11=-201/386, 8-11=1156/2237, 8-10=1982/990, 3-13=886/297, 3-15=-201/392, 2-15=1182/2237, 2-16=1982/1011 Structural wood sheathing directly applied or 3-0-9 oc pudins. Rigid ceiling directly applied or 6-3-1 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=18ft; B=108ft; L=70ft; eave=8ft; 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) 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 1000 lb uplift at joint 10 and 1051 lb uplift at joint 16. 7) Use USP SUH24 (With 4-1Od nails into Girder & 2-1 Old x 1-1/2 nails into Truss) or equivalent spaced at 11-11-8 oc max. starting at 6-10-12 from the left end to 18-10-4 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 3-1Od (0.148"x3") 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=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-5=90, 5-9=90, 17-20=20 + wJUdo S. GENg .� f 3486.9 % Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 -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 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 ANSUTP/i Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Saferylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Baker Residence T26547566 J43423 C01G COMMON GIRDER IP�i 1 Job Reference (optional) Last toast I russ, I-t. Pierce, FL - 34945, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:30:36 2022 Page 2 ID:Sww339MuYE?mPA1gZOk9SCzxjM_ MDhPfS838mrzP?HyBpLIyDOH?My4uAXP00smzvOsl LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 23=-27(F) 24=27(F) 25=41(F) 26=-521(F) 27=-171(F) 28=61(F) 29=61(F) 30=-171(F) 31=-521(F) 32=41(F) 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 ISO 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 Mel( is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSII P11 Duality Criteria, DSB-89 and SCSI 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 Baker Residence T26547567 J43423 CO2 ATTIC 13 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:30:37 2022 Page 1 ID:5ww339MuYE?mPA1 gZOk9SCzxjM_-gQEnso8hv4_g19s8kWsXVQZQSmEsdQptl38aOCzvOsO 17-0-4 45.13 68-12 10-2-5 12-10-8 15-6-11 16s-0 zt-33 25-M 4-113 ' 42-15 7-0 0.10.5 2-8-3 2-8-3 16 0-5 74 42-15 45-13 4x4 = 6.00 12 qxo — 3x4 = 3x4 = US — 3x4 = — — US = Scale=1:44.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.75 Vert(LL) -0.30 17-19 >908 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.89 Vert(CT) -0.36 16-17 >745 180 BCLL 0.0 Rep Stress ]nor YES WE 0.53 Horz(CT) 0.05 14 file n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Attic -0.24 16-17 408 360 Weight: 142 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=199(LC 7) Max Uplift 19=-234(LC 8), 14=183(LC 8) Max Grav 19=1539(LC 14), 14=1539(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-18791194, 5-6=-1574/227, 8-9=1575/227, 9-11=-1881/193 BOT CHORD 17-1 9=-1 0911556, 16-17=-35/1627, 14-16=-122/1408 WEBS 9-16=0/396, 11-16=-60/314, 5-17=0/396, 3-17=-58/314, 6-20=15391219, 8-20=-1539/219, 3-1 9=1 957/240, 11-14=-1960/212 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=18ft; B=108ft; L=70ft; eave=8ft; %%% vL�U Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 • •.. �j� 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,�� ,� • '�C,E N S+'•. �� F •'. 10 to the use of this truss component. �� 10 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3486.9 i 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 • r * will fit between the bottom chord and any other members. �• 6) Ceiling dead load (5.0 psf) on member(s). 5-6, 8-9, 6-20, 8-20 7) Bottom live load bottom dead load applied only to room. 16-17 f E chord (30.0 psf) and additional chord (5.0 psf) 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 234 lb uplift at joint 19 and 183 lb uplift 9 at joint 14. �i��,[� Q:• 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 Q �� R , sheetrock be applied directly to the bottom chord. 1j` • -`�,�� 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ,% ON AL �18111111111�, Julius Lee'PE No.34869 MiTek USA, lac. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUfP11 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 PlyJJob Baker Residence T26547568 J43423 CO3 Common 3 Reference (optional) cast vast truss, rt. r,erce, rL - M0110, 8.430 s Aug 16 2021 MITek Industries, Inc. Fri Jan 14 15:30:38 2022 Page 1 ID:Sww339MuYE?mPA1 gZOk9SCzxjK_ Ico9489JgO6hfJQKIENn1 e5f6AfeMtXO jt7wezvOs? 6-6-11 12-10-8 16-10-8 1 2--1 25.9-0 6-6-11 6313 4-M 43123 4-6-11 4x6 = 6.00 12 Scale = 1:47.1 10 IR 3x6 = 3x4 = 3x4 = 3x8 = 3x6 = 3x4 = 3x4 = 3x4 = 1 4 8 9-3-8 16-10-8 24-4-8 25-M 1-4-8 ' 7-11-0 7-7-0 7.641 1 4 8 Plate Offsets (X,Y)— [8:0-1-1210-2-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud TCLL 30.0 Plate Grip DOL 1.33 TC 0.50 Vert(LL) -0.10 12-15 >999 240 TCDL 15.0 Lumber DOL 1.33 BC 0.54 Vert(CT) -0.15 12-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.01 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- I I I BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* WEBS 2-16,9-11: 2x6 SP No.3 REACTIONS. (size) 12=0-4-0, 16=0-8-0, 11=0-8-0 Max Horz 16=-199(LC 6) Max Uplift 12=-260(LC 8), 16=200(LC 8), 11=57(LC 8) Max Grav 12=1488(LC 14), 16=1018(LC 13), 11=499(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-770/179, 5-7=3/287, 7-8=33/288 BOT CHORD 15-16=-86/917, 12-15=0/350 WEBS 3-15=-387/178, 5-15=-83/672, 5-12=939/122, 7-12=-410/148, 8-12=-337/140, 3-16=-868/165, 2-16=-302/138, 8-11=261/36 NOTES - PLATES GRIP MT20 244/190 Weight: 140 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. 1 Row at midpt 5-12 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=18ft; B=108ft; L=70ft; eave=8ft; 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 260 lb uplift at joint 12, 200 lb uplift at joint 16 and 57 lb uplift at joint 11. 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. Julius Lee'PE No.34869 MTek USA, Inc: FL Cent 6634 6904 Parke East.Blvd. Tampa FL 33610 Date: January 18,2022 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, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall ■■�.YY■ 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/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 Baker Residence T26547569 J43423 Roof Special 3 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:30:39 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_ moMXHUAxRhEYGT?WsxuOarepna_u5DKADNdgT4zv0s_ 6-6-11 12-10-8 16 10-8 23-8-8 6-6-11 6-3-13 4-M 6-10-0 4x6 = 6.00 12 Scale = 1:44.3 3x4 = 3x4 = 4x8 = 2x4 11 3x4 = 1 4 8 9-3-8 16-10-8 23-8-8 7-11-0 7-7-0 6-10-0 Plate Offsets (X,Y)— [6:0-2-0,Edgel, [8:0-6-4,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.50 Vert(LL) -0.10 10-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.54 Vert(CT) -0.14 10-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.02 18 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 132 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except` 2-13: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0-4-0, 13=0-8-0, 18=0-3-8 Max Horz 13=-182(LC 6) Max Uplift 10=-259(LC 8), 13=199(LC 8), 18=-14(LC 8) Max Gram 10=1434(LC 14),13=1028(LC 13),18=267(LC 18) 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 3-5=-788/176 BOT CHORD 12-13=-1161920, 10-12=0/353 WEBS 3-12=-387/180, 5-12=-85/671, 5-10=856/104, 7-10=-525/196, 3-13=-891/163, 2-13=-299/137,8-10=-363/146,8-18=312/29 NOTES - I) 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=18ft; B=108ft; L=70ft; eave=Bft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 259 lb uplift at joint 10, 199 lb uplift at joint 13 and 14 lb uplift at joint 18. 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. J G E N'SF' ��� ••�'` es'• �� i 34869 Julius Lee'PE No:34869 MiTek USA, Ins. FL Cert 6634 6904 Parke fast Blvd. Tampa FL 33610 Date: January 18,2022 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iYl is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the R`�iTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Baker Residence T26547570 J43423 C05 Roof Special 1 1 Job Reference (optional) East toast I russ, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:30:40 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxiK_ E7wvUpBZC7MPudajQfPF63B_ezKzgn8JR1ME_XzvOrz 6-6-11 12-10-8 16 10 8 19-7-15 24-0 8 6-6-11 6-3-13 4 0 0 2-9-7 4 4 9 4x6 = 6.00 12 3x4 = 3x6 = 3x4 = 3x4 = 3x8 = 2x4 II 1x4 II 9-3-8 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 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* 7-14: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 13-15: 2x4 SP No.2, 2-18: 2x6 SP No.3 Scale=1:47.2 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TC 0.49 Vert(LL)-0.1015-17 >999 240 MT20 244/190 BC 0.55 Vert(CT) -0.16 15-17 >999 180 WB 0.55 Horz(CT) 0.01 9 n/a n/a Matrix -AS Weight: 151 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: 9-10 WEBS 1 Row at midpt 5-15 REACTIONS. (size) 15=0-4-0, 18=0-8-0, 9=Mechanical Max Horz 18=158(LC 6) Max Uplift 15=269(LC 8), 18=189(LC 8), 9=29(LC 5) Max Grav 15=1567(LC 14), 18=1003(LC 13), 9=278(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-745/158, 5-6=11/360 BOT CHORD 17-18=-171/866, 15-17=-16/294, 7-13=298/84 WEBS 3-17=-389/181, 5-17=-83/679, 5-15=1008/162, 6-15=-475/135, 3-18=-856/144, 2-18=303/138, 6-13=-41/313 NOTES - I) 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=18ft; B=108ft; L=70ft; eave=8ft; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 269 lb uplift at joint 15, 189 lb uplift at joint 18 and 29 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. ,v�lUSl 00 34869 :jr • Jullus Lee PE No:34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. January 18,2022 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �® a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and 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 Baker Residence T26547571 J43423 C06 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:30:412022 Page 1 ID:5ww339MuYE7m PA1 gZOk9SCzxjM_-iB Uli9BBzJUGWn9vzMxUfGj9ONg7ZEDSgh6nWzzvOry 6.6-11 12-10-8 17-7-15 24-M 6511 613 4-9-6-3-137 6A-9 3 4x6 = 6.00 12 Scale=1:45.6 3x4 = 3x6 = 3x4 = 3x4 = US = 2x4 11 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20201TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-16: 2x6 SP No.3, 10-13: 2x4 SP No.2 24-0.8 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.49 Vert(LL) -0.11 13-15 >999 240 MT20 244/190 BC 0.55 Vert(CT) -0.16 13-15 >999 180 WB 0.56 Horz(CT) 0.01 9 n/a n/a Matrix -AS Weight: 151 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 5-13 REACTIONS. (size) 16=0-8-0, 9=Mechanical, 13=0-4-0 Max Horz 16=155(LC 8) Max Uplift 16=-185(LC 8), 9=39(LC 5), 13=-260(LC 8) Max Grav 16=1019(LC 13), 9=327(LC 18), 13=1515(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-774/151, 5-6=23/315, 8-9=296/44 BOT CHORD 15-16=-203/878, 13-15=-49/312, 7-10=314/103 WEBS 3-15=-382/180, 5-15=-83/674, 5-13=-977/194, 6-13=-513/140, 6-10=-47/337, 3-16=-873/135, 2-16=307/139, 8-10=-40/290 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=18ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 185 lb uplift at joint 16, 39 lb uplift at joint 9 and 260 lb uplift at joint 13. 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/II p%_IUS e4# '.-%G E IVSF•.. ��� 00 69 Jj8 r�ilk'-YA 1811111110 N M � Julius Lee PENo. 34869 MIek USA, Inc. FL Cert 6634 6904 Parke East.Blvd. Tampa FL 33610 Date: January 18,2022 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE t<411-7473 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 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 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 ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baker Residence T26547572 J43423 C07 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:30:42 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_ BN2gvVCpjcc77wk5X3SjCUGK7nORla3cvLrK2PzvOrx 6511 12-10-8 15-7-15 24-0-8 6-6-11 6-3 13 2-9.7 8-4-9 3 4x6 = 6.00 12 16 13 l2 3x4 3x6 = 3x4 = 3x4 = 4x8 = 2x4 11 = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 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 WEBS 2x4 SP No.3 *Except* 10-13: 2x4 SP No.2, 2-16: 2x6 SP No.3 Scale = 1:45.6 CSI. DEFL. in (loc) Udefi Lid PLATES GRIP TC 0.49 Vert(LL) -0.1013-15 >999 240 MT20 244/190 BC 0.55 Vert(CT) -0.1613-15 >999 180 WB 0.97 Horz(CT) 0.01 9 n/a n/a Matrix -AS Weight: 159 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 REACTIONS. (size) 13=0-4-0, 16=0-8-0, 9=Mechanical Max Horz 16=194(LC 8) Max Uplift 13=-265(LC 8). 16=174(LC 8), 9=-45(LC 5) Max Grav 13=1536(LC 13), 16=1018(LC 13), 9=324(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-771/133, 8-9=286/48 BOT CHORD 15-16=-228/868, 13-15=-67/297, 7-10=505/150 WEBS 3-15=-388/186, 5-15=-89/677, 5-13=-857/167, 6-13=-645/162, 3-16=-870/122, 2-16=-300/136, 6-10=-96/490, 8-10=63/341 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=18ft; B=108ft; L=70ft; eave=8ft; 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) 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 = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 265 lb uplift at joint 13, 174 lb uplift at joint 16 and 45 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. .t,,///11111/II,II ,`���vL1US IN 34869 S.<.ORX Julius Lee PE No.34869 MNk USA, Inc. Il Cent 6634 6904 Parke EastSlvd. Tampa IL 33610 Date: January 18,2022 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 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/TP11 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 City Ply Baker Residence T26547573 J43423 C08 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:30:43 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjh_fac27rDSUwk 14Jl5nzykhpVQBPO15N18?bubszvOrw 6-6-11 12-10-8 1 �1-7-15 16-10-8 24-0-8 6_-11 6313 -9-7 3-2-9 7-2-0 i 6.00 12 4x4 = 5 64x4 = 3x4 = 2x4 11 3x4 = 18 17 15 14 13 3x4 = — 2x4 11 4x4 = 3x4 = 3x8 = 2x4 11 3x8 = Scale: 1/4'=1' 14-8 6-6-11 12-10.8 16-10-8 24-M 1 4 8 5-2-3 6-3-13 4-0-0 7-2-0 Plate Offsets (X,Y)— [2:0-0-12,0-2-0] [4:0-2-0 Edge], [5:0-2-0 0-2-8], [11:0-2-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.46 Vert(LL) -0.04 15-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.33 Vert(CT) -0.08 15-17 >999 180 BCLL 0.0 Rep Stress [nor YES WB 0.71 Horz(CT) 0.01 10 n/a n/a BCDL 10.0 Code FBC20201TP12014 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 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 11-13 2-18: 2x6 SP No.3, 11-14: 2x4 SP No.2 REACTIONS. (size) 18=0-8-0, 10=Mechanical, 14=0-3-0 Max Horz 18=232(LC 8) Max Uplift 18=-170(LC 8), 10=55(LC 5), 14=-251(LC 8) Max Grav 18=961(LC 1). 10=311(LC 18), 14=1443(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-927/109, 3-5=-444/72, 9-10=-278/60 BOT CHORD 15-17=245/788, 8-11=-371/109 WEBS 3-15=-577/174, 6-15=-137/617,6-14=-754/161, 7-14=-646/140, 7-11=-27/327, 2-17=-61/783, 2-18=-874/176,9-11=55/266 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=18ft; B=108ft; L=70ft; eave=8ft; t%tl/1111111"If Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project for live load loading v`�US �j engineer responsible verifying applied roof shown covers rain requirements specific . • E •• �i� to the use of this truss component. ,�� .•'�G N S' •� V F•••. �� 4) Provide adequate drainage to prevent water ponding. �4 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 between bottom r will fit the 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 capable of withstanding 170 lb uplift at joint 18, 55 lb uplift at "fl plate joint 10 and 251 lb uplift at joint 14. 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 Cert6634 6904 Parke East.Blvd. Tampa FL 33610 bate: January 18,2022 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 fabdcagon, storage, delivery, erection and bracing of trusses and truss systems, see ANShTP11 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 Baker Residence T26547574 J43423 C09 Half Hip 1 1 Job Reference (optional) Casi (;oast I russ, Ft. Pierce, FL - 34y46, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:30:45 2022 Page 1 ID:5ww339MuYE?mPA1 gZOk9SCzxjM_ byjoYXEiOX_h_OTgCC?Qp6up?_1 EVOu2bJ4?fkzvOru 7-1-15 14-1-1 16 10 8 24-M 7-1-15 6-11-2 2-9-7 7-2-0 R 5x5 = 6.00 12 3x4 = 2x4 11 3x4 = 20 3x4 = 3x6 = 3x4 = 3x4 = 3x8 = 2x4 11 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 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 WEBS 2x4 SP No.3 *Except* 2-16: 2x6 SP No.3, 10-13: 2x4 SP No.2 16-10-8 24-0-8 Scale = 1:47.3 14 0 CSI. DEFL. in ([cc) Udefl L/d PLATES GRIP TC 0.58 Vert(LL) -0.11 13-15 >999 240 MT20 244/190 BC 0.54 Vert(CT) -0.17 13-15 >999 180 WB 0.65 Horz(CT) 0.01 13 n/a n/a Matrix -AS Weight: 173 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 cc bracing: 10-12 WEBS 1 Row at midpt 5-13 REACTIONS. (size) 16=0-8-0, 9=Mechanical, 13=0-3-0 Max Horz 16=270(LC 8) Max Uplift 16=-139(LC 8), 9=40(LC 5). 13=-311(LC 8) Max Grav 16=962(LC 13), 9=280(LC 18), 13=1798(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-703/97, 5-6=32/256 BOT CHORD 15-16=-247/778, 7-10=-390/116 WEBS 3-15=-467/218, 5-15=-145/835, 5-13=926/239, 6-13=-638/131, 6-10=-62/450, 3-16=741/42, 2-16=-343/152 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=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpj=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 139 lb uplift at joint 16, 40 lb uplift at joint 9 and 311 lb uplift at joint 13. 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 " ONA„",���� Julius Lee PE No.34869 MiTek USA, Inc. FL' Cert 6634 6904'Parke East Blvd. Tampa FL 33610 Date: January 18,2022 -- 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 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 ANSVlPN 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 s Truss Type Qty Ply Baker Residence Trluo T26547575 J43423 Half Hip 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:30:46 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_ 39HBItFKnr6YcY2tmvWfMKR1aONkEYbBgzpYBBzvOrt 5-6-4 10-9-10 16-1-1 24-M 5&-0 5 3 6 5-3-6 7-11-7 R 5x6 = 6.00 12 19 2x4 11 3x4 = 3x4 = 3x6 = 3x4 = 3x4 = 3x8 = 2x4 11 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 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 WEBS 2x4 SP No.3 *Except* 2-15: 2x6 SP No.3, 9-12: 2x4 SP No.2 16-M 24-M Scale=1:51.8 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TC 0.40 Vert(LL) -0.08 12-14 >999 240 MT20 244/190 BC 0.52 Vert(CT) -0.13 12-14 >999 180 WB 0.36 Horz(CT) 0.01 8 n/a n/a Matrix -AS Weight: 176 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 4-12. 5-12 REACTIONS. (size) 15=0-8-0, 8=Mechanical, 12=0-4-0 Max Horz 15=308(LC 8) Max Uplift 15=128(LC 8), 8=56(1_13 5), 12=-300(LC 8) Max Grav 15=986(LC 13), 8=332(LC 18), 12=1705(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-714/26, 4-5=68/254, 7-8=-297/59 BOT CHORD 14-15=-285/803, 12-14=-163/512, 6-9=-465/131 WEBS 4-14=-23/449, 4-12=-868/217, 5-12=-833/202, 5-9=-46/403, 3-15=847/63, 2-15=-262/122, 7-9=-62/315 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=18ft; B=108ft; L=70ft; eave=8ft; 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) 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 128 lb uplift at joint 15, 56 lb uplift at joint 8 and 300 lb uplift at joint 12. 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. `,����`�V1.►U S• C�F,,i,�i No 34869 0•• • .• . 41/ Z. ..o4 O R 11,11111111111110 Julius Lee PENo.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall 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 ANS11TFII 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 ly Baker Residence T26547576 J43423 C11 Half Hip 1 1 T Jab Reference (optional) tast Coast I russ, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:30:47 2022 Page 1 ID:5ww339MuYE7mPA1gZOk9SCzxjM_ XLrZyDGyY9EPEid3KdluvXzC7ojKz_HL2dZ5kdzvOrs 5-9-6 11-3-15 16-10-8 18 1-1 24.0.8 5-9.6 5.6-9 5-6-9 1-2-9 5-11-7 3 5x5 = 2x4 11 3x4 = Scale=1:55.9 6.00 12 1x4 II 7 8 9 3x4 = 3x6 = 3x4 = 3x4 = 4x12 = 2x4 II 2x4 II 1 4 8 9-3-8 16-10-8 24-0.8 r 1-4-8 7-11-0 7-7-0 7-2-0 Plate Offsets (X,Y)—17:0-2-8,0-2-41,[11:0-2-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.41 Vert(LL) -0.11 14-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.57 Vert(CT) -0.18 14-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.01 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 195 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* 1 Row at midpt 8-11 2-17: 2x6 SP No.3, 11-14: 2x4 SP No.2 10-0-0 cc bracing: 11-13 WEBS 1 Row at midpt 5-14, 6-14, 7-14, 9-10 REACTIONS. (size) 14=0-4-0, 17=0-8-0, 10=Mechanical Max Horz 17=347(LC 8) Max Uplift 14=349(LC 8), 17=104(LC 8), 10=37(LC 5) Max Grav 14=1853(LC 13), 17=976(LC 13), 10=259(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-5=693/0, 5-6=118/333 BOT CHORD 16-17=290/813, 14-16=-147/436, 8-11=315/92 WEBS 3-16=-273/168, 5-16=-44/513, 5-14=889/233, 6-14=-401/152, 7-14=-531/79, 7-11 =-43/389, 3-17=-832/19, 2-17=274/124 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=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS ,�11111111��� (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 ♦♦��`v`�US 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,♦ ..... I, +'• �� to the use of this truss component. ,♦♦ . tv E N S� i 4) Provide adequate drainage to prevent water ponding.F�•. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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, with BCDL = IO.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 349 lb uplift at joint 14, 104 lb uplift at 'U joint 17 and 37 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 be directly to the bottom .. 13 4U Z �i'%��♦♦i 0J4,,o Q'ONAL sheetrock applied chord. R , Q C? ,•• Julius Lee'PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Baker Residence T26547577 J43423 C12 Half Hip 1 1 Job Reference (optional) tast coast i russ, t-t. merce, rL - MU4b, 8.430 s Aug 16 2021 Mi f-ek Industries, Inc. Fri Jan 1415:30:48 2022 Page 1 ID:5ww339MuYE?mPA1 gZOk9SCzxjM_?XPxAZHaJSMGrrBFuKZ7RIWNsC4TiMIUHH IfG3zvOrr 5-10.1 11-5-4 17-0.8 20.1-1 z4-5-1 ' ,lN ' 5-74 5-71 3.0.9 4-4-7 4x6 // 3x4 = Scale = 1:60.3 7 8 3x4 = 3x6 = 4x8 = 3x4 = 3x4 II 14" 14-e 9-9-2 16-10-8 17 20.1-1 24-5-a 1-4-8 e-0.10 7.1-6 0. -0 3-0-9 44-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 30.0 Plate Grip DOL 1.33 TC 0.41 Vert(LL) 0.06 18-19 >999 240 TCDL 15.0 Lumber DOL 1.33 BC 0.51 Vert(CT) -0.13 18-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.01 16 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* 15-18,13-15: 2x4 SP No.2, 2-19: 2x6 SP No.3 JOINTS REACTIONS. (size) 16=0-4-0, 19=0.8-0, 9=0-5-0 Max Horz 19=385(LC 8) Max Uplift 16=363(LC 8), 19=79(LC 8). 9=-39(LC 5) Max Grav 16=1537(LC 1), 19=936(LC 1), 9=236(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-5=629/0, 5-6=1591313 BOT CHORD 18-19=-296/740, 15-16=-1470/388, 6-15=492/177, 7-13=332/99 WEBS 3-18=-306/181, 5-18=-16/356, 15-18=165/383, 5-15=-758/219, 3-19=-827/0, 2-19=-273/126, 13-15=-454/54 PLATES GRIP MT20 244/190 Weight: 187 lb FT = 20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 6-0-0 oc bracing: 7-14 10-0-0 oc bracing: 9-10 1 Brace at Jt(s): 10 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 363 lb uplift at joint 16, 79 lb uplift at joint 19 and 39 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. ,,��� w1.1U$ LF���ii ,41 '•�'� F•'•• �i No 34869 fit•/ /1 L, * ylrr- Julius Lee'PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 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 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 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, MO 20601 Tampa, FL 36610 Job s Truss Type Qty Ply Baker Residence �ClU3 T26547578 J43423 PIGGYBACK BASE 7 1 Job Reference (optional) test toast I russ, Ft. Pierce, rL - 34V41i, 8.430 s Aug 15 2021 Mi Fek Industries, Inc. Fri Jan 14 15:30:49 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjK_ TjzJNuIC4mU7T?mRR24My3XrcQeRpieV4x2CoVzvOrq i 5-10-1 11-5-4 17-0-8 19-0-0 24.5.8 ' 5.10-1 ' 5.7-4 5.7.4 1-11-8 5-5-8 4x6 // 4x4 = Scale = 1:57.2 A ob 3x4 = 3x6 = 4x8 = 3x4 = 3x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.46 Vert(LL) -0.06 18-19 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.51 Vert(CT) -0.13 18-19 >999 180 BCLL 0.0 Rep Stress [nor YES WB 0.72 Horz(CT) 0.01 16 n/a n/a BCDL 10.0 Code FBC20201 P12014 Matrix -AS Weight: 186 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 puffins (6-0-0 max.): 7-8. 7-14: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 "Except" 6-0-0 oc bracing: 7-14 15-18,13-15: 2x4 SP No.2, 2-19: 2x6 SP No.3 10-0-0 oc bracing: 9-10 REACTIONS. (size) 16=0-4-0, 19=0-8-0, 9=0-5-0 Max Horz 19=364(LC 8) Max Uplift 16=-349(LC 8), 19=93(1_C 8), 9=-40(LC 5) Max Grav 16=1443(LC 1), 19=966(LC 1), 9=296(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-682/0 BOT CHORD 18-19=-293/776, 15-16=-1377/374, 6-15=-397/142, 7-13=345/104 WEBS 3-18=-295/176, 5-18=-12/347, 15-18=170/427, 5-15=-747/217, 3-19=-873/6, 2-19=-274/126, 13-15=-452/67 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; `%%J1111111111' Cat. If; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 % 1US C�F 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck ��� ,v� to the use of this truss component. ,�� .•'�G E N'S •• i� V �•••, 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 five loads. 34869 •�� 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 349 lb uplift atjoint 16, 93 lb uplift at f joint 19 and 40lb 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 be �1 �• 44/ - • • �(/ sheetrock applied directly to the bottom chord. 8) Graphical does depict . �� �i�T • purlin representation not the size or the orientation of the purlin along the top and/or bottom chord. Q Q:� �_��� Julius Lee PE No:34869 MTek USA, Inc. fL Cert 6634 69114 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 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 ISO 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/1 Quality Criterfs, 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 Qty Ply Baker Residence �Clu4 T26547579 J43423 Half Hip 1 1 Job Reference (optional) Last coast Truss, Ft. Pierce, FL - 34945, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:30:50 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_ywXhbElT4c 59Le?lbbWAbjS?m_AFMnibnmLyzvOrp 5-10-1 11S 4 17-0-8 21 8-8 24-5.8 5-10-1 5-7 4 5-7-4 4 8-0 2-9-0 6.00 12 4x6 3x6 = 4x8 = 1-". 9-9-2 Scale = 1:65.0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC20201TPI2014 CSI. TC 0.41 BC 0.50 WB 0.83 Matrix -AS DEFL. in (loc) I/defi L/d Vert(LL) -0.06 17-18 >999 240 Vert(CT) -0.13 17-18 >999 180 Horz(CT) 0.01 15 n/a n/a PLATES GRIP MT20 244/190 Weight: 179 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: 11-13 14-17,11-14: 2x4 SP No.2, 2-18: 2x6 SP No.3 WEBS 1 Row at midpt 11-14 JOINTS 1 Brace at Jt(s): 11 REACTIONS. (size) 15=0-4-0, 18=0-8-0, 10=0-5-0 Max Herz 18=416(LC 8) Max Uplift 15=-348(LC 8), 18=68(LC 8), 10=-54(LC 8) Max Grav 15=1857(LC 13), 18=938(LC 13), 10=248(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-593/0, 5-6=178/414 BOT CHORD 17-18=314/782, 14-15=17431373, 6-14=698/215, 8-11=294/100 WEBS 3-17=-312/186, 5-17=-17/427, 14-17=173/366, 5-14=-853/215, 3-18=790/0, 2-18=-270/125, 11-14=-427/6, 6-11=43/366 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project for live load loading ,,,�Itl engineer responsible verifying applied roof shown covers rain requirements specific to the this truss ,,� '3,w ,S CF I, use of component. 3) Provide adequate drainage to prevent water ponding. �� ,�� .•' G E N ,9 F •••• 4) All plates are 3x4 MT20 unless otherwise indicated. `� V �� • • 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 fit between the bottom BCDL I ; will chord and any other members, with = O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 348 Ib uplift at joint 15, 68 lb uplift at joint 18 and 54 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. 0 0 ;, Julius Lee PE No.34869 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. Design valid for use only with 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 properly Incorporate this design Into the overall �E' 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 ANSbTP/f Qualify 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 Baker Residence T26547580 J43423 C15 Roof Special 4 1 Job Reference (optional) East coast Truss, Ft. Pierce, FL - 34946. 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:30:52 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_ uleSOwK5NhsiKTV07Ad3cbg3OpQJeAZ4CvGsPgzvOm 5.1a1 11.5.4 17.0.8 20-0-8 2 11- 24•a8 5-10.1 5-7-4 6-7-4 3-0-0 11- 3.1.0 4x4 = 6.00 3x6 = 4x8 = 3x4 = 3x4 11 3x4 = 1-8-8 1-4-8 9-9-2 17-041 20-11-8 24-0-8 1-4-8 8-a10 7-3-6 3- N I. Scale = 1:62.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.40 Vert(LL) -0.06 16-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.51 Vert(CT) -0.13 16-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 181 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 1 Row at midpt 7-10 WEBS 2x4 SP No.3 `Except" 10-0-0 oc bracing: 10-12 13-16,10-13: 2x4 SP No.2, 2-17: 2x6 SP No.3 REACTIONS. (size) 14=0-4-0, 9=Mechanical, 17=0-8-0 Max Horz 17=310(LC 8) Max Uplift 14=-303(LC 8), 9=44(LC 8), 17=-128(LC 8) Max Grav 14=1398(LC 1), 9=301(LC 18), 17=978(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-702/24, 8-9=260/57 BOT CHORD 16-17=-285/805, 13-14=-1332/328, 6-13=-731/167, 7-10=258/49 WEBS 3-16=-294/164, 5-16=-4/340, 13-16=170/464, 5-13=-739/210, 6-1 0=-1 01299, 3-17=-892/61, 2-17=-275/128 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=18ft; B=108ft; L=70ft; eave=8ft; 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) 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 303 lb uplift at joint 14, 44 lb uplift at joint 9 and 128 lb uplift at joint 17. 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 %GENq9`* 34869 �- R ��fUf 111I1���, Julius Lee'PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd'. Tampa FL 33610 Date: January 18,2022 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 N 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 ANSI?P/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 Baker Residence T26547581 J43423 C16 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:30:53 2022 Page 1 ID:Sww339MuYE?m PA1 gZOk9SCzxjM_-MVCgDGLjB??Zyd4DgtBl8oDBEDkDNbjDRZOQxHzvOrm 6-0-0 12-4-6 18-5-3 20-0-87p-11-B24-0-8 1. 6-0-0 6-0-12 4x4 = 6.co Fi-2- 2x4 II 3x4 = 3x6 = 4x8 = 3x4 = 3x4 II 1-8-8 i 1-4-8 10-0-13 18-53 20.11-8 24-0-8 14-8 6-4-5 a-0-5 2E-5 3.1-0 Scale = 1:62.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.82 Vert(LL) -0.11 11-13 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.66 Vert(CT) -0.23 11-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 170 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* 10-13: 2x4 SP No.2, 2-14: 2x6 SP No.3 REACTIONS. (size) 9=Mechanical, 14=0-8-0 Max Horz 14=31 O(LC 8) Max Uplift 9=259(LC 8), 14=224(LC 8) Max Gram 9=1213(LC 1). 14=1415(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1461/195, 5-6=-968/193, 6-7=880/258, 7-8=-791/203, 8-9=1151/277 BOT CHORD 13-14=-416/1388, 6-10=-372/133 WEBS 10-13=-340/1251, 5-10=-591/183, 3-14=-1599/219, 2-14=290/130, 8-10=198/911, 7-10=-132/565 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=18ft; B=108ft; L=70ft; eave=8ft; 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) 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 259 lb uplift at joint 9 and 224 lb uplift at joint 14. 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. *t►1111111�� us ••�C ENS 34869 X `. 1111111111,111111W Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with M709 connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly incorporate this design into the overall p �� building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Iy6iTek• is always required for stability and to prevent collapse 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 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 Baker Residence T26547562 J43423 C17 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:30:54 2022 Page 1 ID:5ww339MuYE?m PA1 gZOk9SCzxjM_-ghmCRcLLvl7QamfPEbfXhOmNtd3g69DNfDlzUjzvOrl 6-10.1 13.5.4 20-0-8 2 3 240.8 6-10.1 6-7-4 6.7-4 0. 1 3.7.5 i 4x6 // 6.00 12 14 ' " 11'u 3x6 = 4x4 = 4x4 II 3x4 = 4x8 = 14" 1-0-8 11-2.14 20bJ 24-0-8 14-8 9_" 9-2-5 17-5 LOADING (psf) SPACING- CS'. TCLL 30.0 Plate Grip DOL %0 1.33 TC 0.57 TCDL / 15.0 Lumber DOL 1.33 BC 0.77 BCLL 0.0 Rep Stress Incr YES WB 0.39 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-14: 2x6 SP No.3, 9-13: 2x4 SP No.2 REACTIONS. (size) 8=Mechanical, 14=0-8-0 Max Horz 14=310(LC 8) Max Uplift 8=-255(LC 8). 14=224(LC 8) Max Grav 8=1222(LC 1), 14=1417(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-274/35, 3-5=1393/188, 5-6=-670/143, 6-7=-584/152, 7-8=1168/266 BOT CHORD 13-14=-409/1396 WEBS 3-13=-306/175, 5-13=0/346, 5-9=-820/237, 3-14=-1487/204, 2-14=-356/168, 7-9=-189/918, 9-13=-292/993 Scale: 3/16"=l' DEFL. in (loc) Well Ud PLATES GRIP Vert(LL)-0.1413-14 >999 240 MT20 2441190 Vert(CT) -0.28 13-14 >946 180 Horz(CT) 0.03 8 n/a n/a Weight: 167 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 6-9 10-0-0 oc bracing: 9-11 WEBS 1 Row at midpt 5-9. 3-14, 7-8 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=18ft; B=108ft; L=70ft; eave=8ft; 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) 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 255 lb uplift at joint 8 and 224 lb uplift at joint 14. 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. ,,��IUS IIIIIJJIJI DENS 10 '.. 34869 • .0AL •• �/� IIIJJ1,1111111��` Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East.Blvd. Tampa FL 33610 Date:, January 18,2022 ,& 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, note 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 M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricaeon, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP/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 Baker Residence T26547583 J43423 D01G COMMON GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Jan 1415:30:55 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_ ItKaeyMzgcFHBwEboIBmDDIXaOR?rXzWutVW09zvOrk i 1-1-8 6-4-2 11-8-8 17.0.14 21.81 23.5.0 i ' 1-&8 ' 4-7-10 ' 5-4-6 5-4-6 4.7-10 1-8-8 3 6.00 12 44 = US II 5x5 —_ US= 3x8 —_ NAILED 4x6 = 5x5 — 3x6 II 3x4 = 3x4 = NAILED SUH24 NAILED SUH24 NAILED Scale = 1:44.7 IR LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2020/rP12014 CSI. TC 0.57 BC 0.58 WB 0.74 Matrix -MS DEFL. in (loc) I/deft Ud Vert(LL) -0.09 13-15 >999 240 Vert(CT) -0.14 13-15 >999 180 Horz(CT) 0.03 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 145 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-11 oc bracing. WEBS 2x4 SP No.3 *Except* 8-10,2-16: 2x6 SP No.3 REACTIONS. (size) 10=0-8-0, 16=0-8-0 Max Harz 16=-181(LC 23) Max Uplift 10=-791(LC 8), 16=-842(LC 8), Max Grav 10=2102(LC 1), 16=2102(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=260/95, 2-3=2630/1143, 3-5=2016/1061, 5-7=-2016/1061, 7-8=-2630/1 15 1, 8-9=260/109 BOT CHORD 1-16=-78/258, 15-16=-209/372, 13-15=935/2273, 11-13=943/2273, 10-11=92/258, 9-10=92/258 WEBS 5-13=-802/1242, 7-13=-734/212, 7-11 =212/343, 8-11 =-869/2059, 8-1 0=-1 778/748, 3-13=-734/204, 3-15=212/350, 2-15=894/2059, 2-16=1778/770 NOTES- �rltlllll/��� 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=18ft; B=108ft; L=70ft; eave=811; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 ,�� ,•'�G E .N S+'• �i� •••. F 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific V to the use of this truss component. �` •� 3486.9 •� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • Z * : 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 791 lb uplift at joint 10 and 842 lb uplift at joint 16. ••. •�(/ 7) Use USP SUH24 (With 4-10d nails into Girder & 2-10d x 1-1/2 nails into Truss) or equivalent spaced at 12-1-0 oc max. starting at .0 0 5-8-0 from the left end to 17-9-0 to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. �j` •• R ; t••`�} �� IDd0ftoe-nails ne 110) n the d as front (F) or back (B). LOAD CAS (S) section, loads applied tothea a of the truss a noted LOAD CASE(S) Standard Julius Lee PE No:34869 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 MTek USA, Inc. FL Cert 6634 Uniform Loads (plf) 69D4 Parke East Blvd. Tampa FL 33610 Vert: 1-5=90, 5-9=90, 17-20=-20 Date:. January 18,2022 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 A�, building design. Bracing Indicated is to prevent buckling of individualtruss web and/or chord members only. Additional temporary and permanent bracing IVIiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Baker Residence T26547583 J43423 D01G COMMON GIRDER 1 1 Job Reference (optional) cast toast r Fuss, rt. rierce, r-L - aysvo, 6.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:30:55 2022 Page 2 ID:5ww339MuYE?mPA1 gZOk9SCzxjM_-ItKaeyMzgcFH BwEboIBmD DIXaOR?rXzWutV W09zvOrk LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 23=-521(F) 24=211(F) 25=-83(F) 26=-83(F) 27=-211(F) 28=521(F) WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not 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 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 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, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baker Residence T26547584 J43423 D02 ATTIC 3 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:30:57 2022 Page 1 ID:5ww339MuYE7mPA1gZOk9SCzxjM= EGSL3eOEBDV_REN_vjDEJeOo6g6HJV6pMB_d42zvOd 7-6-12 9-40 9r10-5 11-8-8 13-8-11 rJ1 15-10-4 23-5-0 ' 7-6.12 1-9-4 6- 1-10-3 1-10-3 6- 1-9-4 7-6.12 46 = 6.00 f 12 Scale = 1:41.0 3x4 = 2x4 II 4x6 = 4x4 = 4x4 = 4x6 3x4 2x4 11 = i 1-4-8 1r8.13 7-6-12 15-10-4 21-8-8 2$-Or823-5-0 1-4-8 0-4- 5.10-4 B-3.8 5-10-4 0-4- 1 48 Plate Offsets (X,Y)— [2:0-2-12,0-1-8), [3:0-4-0,Edge], [9:0-4-0,Edge), [10:0-2-12,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TIC 0.89 Vert(LL) -0.40 14-15 >593 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.65 Vert(CT) -0.64 14-15 >378 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 HOrz(CT) 0.02 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Attic -0.30 14-15 330 360 Weight: 113 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except* TOP CHORD Structural wood sheathing directly applied. 1-3,9-11: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* JOINTS 1 Brace at Jt(s): 18 13-16: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 6-7: 2x4 SP No.2, 2-17,10-12: 2x6 SP No.3 REACTIONS. (size) 17=0-8-0, 12=0-8-0 Max Horz 17=-181(LC 6) Max Uplift 17=-213(LC 8), 12=162(1_C 8) Max Grav 17=1421(LC 14), 12=1421(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-251/67, 2-4=1719/148, 4-5=-1413/204, 5-6=-25/360, 6-7=26/359, 7-8=-1413/204, 8-1 0=-1 7191146, 10-11=251/70 BOT CHORD 1-17=-62/312, 15-17=-182/429, 14-15=24/1438, 12-14=-65/312, 11-12=-65/312 WEBS 8-14=-17/338, 4-15=-17/338, 5-18=1774/260, 7-18=1774/260, 2-15=0/1349, 2-17=-1482/235,10-14=0/1352,10-12=-1481/205 NOTES- 1) Unbalanced live loads have been for this design. ��Ius J roof considered �� E N �•. �i� 2) Wind: ASCE 7-16; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; ,�� •••�G S F ••. �� 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck No 3486.9 to the use of this truss component. ,. * :• 4) This truss has been designed for a 10.0 psf bottom chord live load nonccncurrent 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-18, 7-18 L(/ 7) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15 .• �C/`�� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint 17 and 162 lb uplift •.• at joint 12. s • O R .• Cj,`� 9) is truss that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2" gypsum applied requires I shtruck be directly to the bottom 11/111111�� 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. January 18,2022 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, 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/l Quality Criter/a, 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 Qry Ply=tional) T2654J43423 D03 ATTIC 1 rest uuast i russ, r1. rlerce, rL - avavb, 6.43U s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:30:58 2022 Page 1 ID:5ww339MuYE?mPA1 gZOk9SCzxjM_-jSOjGzPsyXdf2OyATRkTrswxXERd2rbyarjBdUzvOrh 104-8 14-1-0 7-6-12 9A-0 9,64 13-0-8 13-10.11 15:10-0 235-0 ' 7-6 12 w 1-9+i 0. -5 241-0 0.10.3 1-9d 7-6-12 0-10-3 0-2-5 Scale=1:39.7 Bx8 = 8x8 = 2x4 = 5 6 ire 4xb = 4x6 3x4 3x4 = 2x4 II 4x4 = 4x4 = 2x4 II = 1-4.8 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.98 BC 0.65 WB 0.87 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in (loc) Vdefl L/d -0.37 13-14 >641 240 -0.58 13-14 >411 180 0.02 11 n/a n/a -0.29 13-14 339 360 PLATES MT20 Weight: 114lb 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. 12-15: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 4-7: 2x4 SP No.2, 2-16,9-11: 2x6 SP No.3 REACTIONS. (size) 16=0-8-0, 11=0-8-0 Max Horz 16=-161(LC 6) Max Uplift 16=-213(LC 8), 11=162(LC 8) Max Grav 16=1424(LC 14), 11=1424(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1725/149, 3-4=-1421/203, 4-5=61/348, 5-6=-12/426, 6-7=61/348, 7-8=l422/203, 8-9=-1725/147 BOT CHORD 1-16=-62/293, 14-16=-170/387, 13-14=26/1449, 11-13=64/293, 10-11=-64/293 WEBS 3-14=-28/333, 4-17=-1792/235, 17-18=1769/237, 7-1 8=1 792/234, 8-13=28/333, 2-14=-22/1383, 2-16=-1481/235. 9-13=24/1386, 9-11 =1 480/205 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=18ft; B=108ft; L=70ft; eave=8ft; 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) 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. 7) Ceiling dead load (5.0 psf) on member(s). 3-4, 7-8, 4-17, 17-18, 7-18 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint 16 and 162 lb uplift at joint 11. 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) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. GRIP 244/190 FT = 20% �11111111��� 34869 1 �r - b; �XX ••.40 •�� O R 1 O P• �`_,�� N AL �?.�`. ���1/111111 ' Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East.Blvd. Tampa FL 33610 Date: January 18,2022 -- WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEk REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. �* Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not , a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall if.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 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 s Truss Type Qty Ply Baker Residence TD'04 T26547586 J43423 ATTIC 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:30:59 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_ BfZ5UJPUjdigYXM18FiO3TDQeo3nNN6pUTk9wzvOrg 7-6.12 8.48 15-0-8 5-1 23.5.0 7-6-12 9.12 6-8-0 112 7-6.12 5x5 = 4x4 i 4 5x5 = 4x4 i 6 Scale=1:39.7 9 4 IR 3x4 = 2x4 II 3xb = 44 = 4x4 = 3x6 = 2x4 11 3x4 = 15-10.4 21-8-8 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.52 BC 0.63 WB 0.52 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in floc) I/defi L/d -0.31 11-12 >764 240 -0.47 11-12 >510 180 0.02 9 n/a n/a -0.28 11-12 360 360 PLATES GRIP MT20 2441190 Weight: 115 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-5: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* 10-13: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 2-14,7-9: 2x6 SP No.3 REACTIONS. (size) 14=0-8-0, 9=0-8-0 Max Horz 14=127(LC 6) Max Uplift 14=-213(LC 8), 9=162(LC 8) Max Grav 14=1422(LC 14), 9=1422(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1767/160, 3-4=-1481/209, 4-5=1473/198, 5-6=-1481/208, 6-7=-1766/161 BOT CHORD 12-14=-163/290, 11-12=-40/1514 WEBS 3-12=-36/313, 6-11=36/313, 2-12=72/1533, 2-14=-1471/228, 7-11=-74/1535, 7-9=-1470/200 NOTES- 1 Unbalanced live loads have been for design.O�lUS ) roof considered this 2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; .N Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 ,�� . '�G E S •• �i� V F• 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck �� . 0� 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 will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-5, 5-6 8) Bottom live load bottom dead load 11-12 4[1 • �(/ chord (30.0 psf) and additional chord (5.0 psf) applied only to room. 9) Provide bearing mechanical connection (by others) of truss to plate capable of withstanding 213 lb uplift at joint 14 and 162 lb uplift at joint 9. i�F R �? 10) mu mo minimum6" structural wood sheathing be applied directly to the top chord and 1/2" gypsum •. �� ����,� �Q N A1- E % sheetrock be applied directly to th e chord. � �/811111111� 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Julius tee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and 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 ANS11TP/1 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lntormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Baker Residence T26547587 J43423 D05G Roof Special Girder 1 1 Job Reference (optional) Last coast Truss, Ft. Pierce, FL - 34945, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:31:00 2022 Page 1 ID:Sww339MuYE7mPA1 gZOk9SCzxjM_ fr7ThfQ6U8tZlh6ZbrmxwHOLK17cWnRF28CHhNzvOrf 1-&B 5-SO 9-1.8 11-10-8 17-0.8 21-8-8 23.5.0 3-8-8 12-9-0 15-2-0 4-8-0 1-&8 Scale = 1:41.0 4x4 = 3x4 = 3x8 = 5x5 = 7x8 = 3x6 11 3x4 = HUS26 NAILED 1-4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 30.0 Plate Grip DOL 1.33 TC 0.77 Vert(LL) -0.09 10-11 >999 240 TCDL 15.0 Lumber DOL 1.33 BC 0.68 Vert(CT) -0.16 10-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(CT) 0.04 9 rile n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -MS � I � LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 8-11: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-13,7-9: 2x6 SP No.3 REACTIONS. (size) 13=0-8-0, 9=0-8-0 Max Harz 13=-141(LC 6) Max Uplift 13=337(LC 8), 9= 420(LC 8) Max Grav 13=1531(LC 1), 9=1948(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1700/387, 4-5=1675/393, 5-6=2211/567, 6-7=2518/591 BOT CHORD 12-13=-237/1405, 11-12=-429/2330, 10-11=-432/2354 WEBS 2-13=-298/134, 3-13=-1723/380, 4-12=259/1164, 5-12=1401/368, 5-10=536/348, 6-10=-92/632, 7-10=-403/2018, 7-9=1831/460 PLATES GRIP MT20 2441190 Weight: 136 lb FT = 20% Structural wood sheathing directly applied or 2-10-11 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-11-7 oc bracing: 11-12. 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=18ft; B=108ft; L=70ft; eave=8ft; 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) 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 337 lb uplift at joint 13 and 420 lb uplift at joint 9. 8) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent at 16-3-4 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) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 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=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 14=90, 4-5=90, 5-6=90, 6-8=90, 14-17=-20 E N'& 0 No 3.4869 k S1ONA� 0�?�'� Jullus Lee PE No.34869 MTek USA, Inc. FL Cori 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 Continued on page 2 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is 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 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 oftrusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 ParkeEast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Baker Residence TDrO5G T26547587 J43423 Roof Special Girder 1 1 Job Reference o floral cast uuasr I rues, N. rierce, rL - AU40, 6.43U S Aug 16 2UZ1 MrfeK Industries, Inc. Fri Jan 14 15:31:00 2022 Page 2 ID:5ww339MuYE?mPA1gZOk9SC7xjM_ fr7ThfQ6U8Oh6ZbrmxwHOLK17cWnRF28CHhNzvOrf LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-27(B) 10=41(B) 20=836(B) 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 MTek0 connectors. This design Is based only upon parameters shown, 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 Mire 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 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 Baker Residence TEm,,s T26547588 J43423 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:31:01 2022 Page 1 ID:5ww339MuYE?mPA1 gZOk9SCzxjM_ 71 hsv?RkFS?Qvrh18ZIATUYd5RTEFEFPHoyrDpzvOre 4 8 0 9.0.0 12-9-6 17-4-0 19-4-8 480 440 3-9-0 4ii10 2-M 4x4 = 6.00 12 5x5 = Scale = 1:36.0 0 O N s lit v LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020rrP12014 CSI. TC 0.32 BC 0.65 WB 0.75 Matrix -AS DEFL. in Vert(LL) -0.14 Vert(CT) -0.31 Horz(CT) 0.07 (loc) Udefl L/d 7-8 >999 240 7-8 >672 180 7 n/a n/a PLATES GRIP MT20 244/190 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 4-7 1-10,5-7: 2x6 SP No.3 REACTIONS. (size) 10=0-8-0, 7=0-8-0 Max Horz 10=119(LC 7) Max Uplift 10=-156(LC 8), 7=193(LC 8) Max Grew 10=927(LC 1), 7=1179(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1464/228, 3-4=-1460/233 BOT CHORD 9-10=180/1626, 8-9=-142/1472, 7-8=169/1327 WEBS 2-1 0=-1 654/313, 2-9=-364/77, 2-8=278/103, 3-8=-91/861, 4-7=-1612/249, 5-7=-370/150 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=18ft; B=108ft; L=70ft; eave=8ft; ,,,�ttl��/����, 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) Building Designer / Project for live load loading ,,� VLIUS �F �j engineer responsible verifying applied roof shown covers rain requirements specific `� E N �1� to the use of this truss component. ,�� .•'�()s V 4 • 00 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 34869 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 '0 will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156 Ib uplift at joint 10 and 193 lb uplift at joint 7. 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 �i • ( Q -0 R % sheetrock be applied directly to the bottom chord. s • ;�� S�ONA`�0`� Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. January 18,2022 & 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 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 building design. Bracing Indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For 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 J Job Truss Truss Type Qty, Ply Baker Residence T26547589 J43423 E02 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:31:02 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCz)jK_bEFE6LSMOm7HX?GxiGpP?i5jSrpV e4YVShOmFzvOrd 6.8.0 9-0-0 13-2-0 174-0 194-8 648-0 ' 2-4-0 4-2-0 4-2-0 20-8 6.00 12 4x4 = 5x5 - Scale = 1:36.0 4 6 6.041 9-0-0 17.4-0 19 0 q 19 4-8 6-0-0 3-0-0 8-4-0 0-8.0 Plate Offsets (X,Y)—[1:0-2-4,0-1-81,[2:0-3-0,0-2-41,[4:0-1-0,0-2-01,[7:0-2-4,0-3.0),[8:0-4-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.60 Vert(LL) -0.14 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.65 Vert(CT) -0.30 7-8 >675 180 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.06 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* 1-105-7: 2x6 SP No.3 REACTIONS. (size) 10=0-8-0, 7=0-8-0 Max Horz 10=-154(LC 8) Max Uplift 10=-162(LC 8), 7=188(LC 8) Max Grav 10=927(LC 1), 7=1179(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-859/185, 1-2=-1215/213, 2-3=1425/228, 3-4=-1458/212 BOT CHORD 8-9=98/1465, 7-8=165/1305 WEBS 1-9=-216/1234, 2-9=-869/154, 2-8=327/102, 3-8=-116/972, 4-7=1632/257, 5-7=323/133 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=18ft; B=108ft; L=70ft; eave=8ft; ,0111111Ifill iq Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 v�flUs 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific • �' �i to the use of this truss component. 4) Provide adequate drainage to �'� C E 1V • • V� SF•••. ��� prevent water ponding. `�� 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is 94869 the responsibility of the fabricator to increase plate sizes to account for these factors. 6) This truss has been designed fora 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: '0 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint 10 and 188 lb uplift at joint 7. 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 �i • ,�� Q P;� ����� •. 0 R chord. SS/ON1A' % Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. January 18,2022 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPil Quality Criterie, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Saletylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Baker Residence T26547590 J43423 F01G HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:31:04 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_ XcN_X1TdYNN?mJQKghrt57A63fUpSfPrzmAVgBzvOrb 1 8 8 641-8 9-8-8 13-0-8 17-M 19-5-0 1 8 8 4.8-0 3-4-0 3A-0 4-8-0 1-8-8 I 3x4 = 2x4 II Special 4x4 = NAILED Special NAILED 3x4 = NAILED 4x4 = 3 19 4 20 5 4x8 = Special .....--- -... 48 = Special 2x4 11 Scale = 1:32.8 r� Iot 1-1-8 18$ 6-4-8 13-0-8 17-M 1$-0,8 19.5-0 1-4.8 4-8-0 6-8-0 4-8-0 -0 1-4-8 Plate Offsets (X,Y)-[2:0-2-12,0-1-81,[6:0-2-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.40 Vert(LL) 0.08 9-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.66 Vert(CT) -0.15 9-11 >999 180 BCLL 0.0 Rep Stress ]nor NO WB 0.47 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 100 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-11 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 *Except* 7-2-9 oc bracing: 9-11. 2-12,6-8: 2x6 SP No.3 REACTIONS. (size) 12=0-8-0, 8=0-8-0 Max Horz 12=99(LC 24) Max Uplift 12=-609(LC 8), 8=557(LC 8) Max Grav 12=1406(LC 1). 8=1406(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1599/696, 3-4=-1349/659, 4-5=1349/664, 5-6=-1599/701 BOT CHORD 9-11=666/1586 WEBS 2-12=-1349/527,2-11=-536/1312, 3-11=-1121268,4-11=392/171,4-9=-392/171, 5-9=-111/268, 6-9=537/1314, 6-8=1349/501 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=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS left left Lumber ,,�i)11 11►�/�/ (directional); cantilever and right exposed ; porch and right exposed; 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. F ••• 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 NO 34869 •� 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 bearing .0 mechanical connection (by others) of truss to plate capable of withstanding 609 lb uplift at joint 12 and 557 lb uplift at joint 8. n Q;•' �� ••• QG••`��,�� 9) "NAILED" indicates 3-10d (0.148"xY) or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. �i ` ..OR X 10) Hanger(s) or topport at load(s)?and/ and 221 lb rlb 221 it BONA, do n and 9 lb up at 6-4-8concentrated lblceup( ts13-0-8 onotop chord, and 187lbsufficient 87 lb down and 9down 6p -4-8, and 299t lbher down a di up ';,,,��,, at 12-11-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Julius Lee PE N8.34869 MiTek USA, Inc. FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 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 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 p� building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek' is always required for stability and to prevent collapse 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/lP/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 Baker Residence T26547590 J43423 F01G HIP GIRDER 1 1 Job Reference o tional ...... o.yOW s r{ug Io ZUZ I Ivn I eK Inaus[nes, Inc, rn aan -w -to:a cu i Buzz rage z ID:5ww339MuYE9mPA1gZOk9SCzxjM_ XcN_X1TdYNN7mJQKghrt57A63fUpSfPrzmAVgBzvOrb LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1-3=90, 3-5=90, 5-7=90, 13-16=20 Concentrated Loads (lb) Vert: 3=111(F) 5=111(F) 11=65(F) 4=-84(F) 9=65(F) 19=84(F) 20=-84(F) 21=24(F) 22=24(F) 23=24(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and'propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSM1.1 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 2.0601 Tampa, Fl- 36610 Job Truss Truss Type Qty Ply Baker Residence T26547591 J43423 F02 HIP I 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:31:05 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxK_?oxMkNUFJhVsOT?WNPM6dKjEd2v?BAn BQw2MazvOra 1 8 8 84-8 11-0.8 17-M 19-5-0 1 8 8 6-8-0 2-8-0 6-8-0 1 8 8 1-9 3x4 = 2x4 II LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 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 WEBS 2x4 SP No.3 *Except* 2-11,5-7: 2x6 SP No.3 REACTIONS. (size) 11=0-8-0, 7=0-8-0 Max Horz 11=-130(LC 6) Max Uplift 11=-447(LC 8), 7=395(LC 8) Max Grav 11=1068(LC 1), 7=1068(LC 1) Scale = 1:32.8 4x8 = ' 4x6 = 4x4 = 4x8 = -- Z h IR CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TC 0.60 Vert(LL) 0.08 7-9 >999 240 MT20 244/190 BC 0.34 Vert(CT) -0.10 7-9 >999 180 WB 0.20 Horz(CT) 0.01 7 n/a n/a Matrix -AS Weight: 103 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=1031/423, 34=492/428, 4-5=1032/425 BOT CHORD 10-11=168/271, 9-10=-264/791 WEBS 2-11=-998/339, 2-10=-169/570, 5-9=170/569, 5-7=-996/310 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=18ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 1 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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. I 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 447 lb uplift at joint 11 and 395 lb uplift at joint 7. j 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. i ,,,(TI1111111I/�I ♦♦��� w-lus LFF��,,. GE 34869 SS,/�INIA' E ♦��♦ Julius Lee'P.E No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East.Blvd. Tampa FL 33610 Date: January 18,2022 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 any with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �I a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design Into the overall �` t 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/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Satetylntoroation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Baker Residence T26547592 J43423 F03 COMMON 3 1 Job Reference c floral test toast I russ, I-t. rlerce, I-L - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:31:06 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_-U?VlyiVt4 djOcZjx6tLAYGUPSC8wbZ8Q4fcvOzvOrZ 4-11-11 9-8-8 14-5-5 19-5-0 4-11-11 4 8 13 4-8-13 4-11-11 4x4 = 3x4 = 3x6 Scale = 1:34.3 7 lot 1 4 8 1 8 9-8-8 17-M 1$-0 8 19-5-0 8-M 8-0-0 1-4-e Plate Offsets (X,Y)—[3:0-1-12,0-2-0),[5:0-1-12,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdeft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.28 Vert(LL) 0.10 8-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.54 Vert(CT) -0.13 8-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.36 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 100 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 2-11,6-8: 2x6 SP No.3 REACTIONS. (size) 11=0-8-0, 8=0-8-0 Max Horz l l=-150(LC 6) Max Uplift l l=-447(LC 8), 8=395(LC 8) Max Grav 11=1068(LC 1), 8=1068(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-895/420, 4-5=895/420 BOT CHORD 10-11 =-288/819,8-10=-297/819 WEBS 4-10=-236/330, 3-11=-1066/347, 5-8=1066/317 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=18ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; porch left and right exposed; Lumber DOL=1.60 DOL=1.60 ,1111111I III, , plate grip 3) Building Designer / Project engineer responsible for live load loading �� %�.ius verifying applied roof shown covers rain requirements speck E N •• �i� to the use of this truss component. `�� .•'�G g V F•••. �� 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. 3486 9 •� 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 447 lb uplift at joint 11 and 395 lb uplift r• 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 be directly to the bottom a'�A/ �j��•• Q', 'N. sheetrock applied chord. • Q 4#' ' • O RI C? .• �� . IO N A' 1��,��. ,8111111111 Julius Lee PE No:34869 MiTek USA, fric. FL Cert 6634 6904 Parke fast Blvd. Tampa FL 33610 Date: January 18,2022 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and,properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Baker Residence T26547593 J43423 F04 Common i 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Jan 1415:31:07 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_ yB2792WVrlladm8vVgOailof5sY9f18HfkP9RTzvOrY 4-11-11 948.8 13-7-8 17-10-0 4-11-11 4-8-13 3-11-0 4-2-8 I 4x4 = Scale = 1:34.0 3x4 = 3x8 3x6 = 9-8-8 17-10-0 14 8 8-0-0 8-1-8 Plate Offsets (X,Y)— [3:0-1-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.28 Vert(LL) -0.07 7-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.56 Vert(CT) -0.14 7-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 95 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-10,6-7: 2x6 SP No.3 REACTIONS. (size) 10=0-8-0, 7=0-5-8 Max Horz 10=-138(LC 6) Max Uplift 10=-226(LC 8), 7=142(LC 8) Max Gram 10=1072(LC 1),7=864(LC 1) I FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-901/187, 4-5=881/193, 5-6=-258/58, 6-7=253/69 BOT CHORD 9-10=-140/836, 7-9=-136/846 WEBS 4-9=-44/347, 3-10=10791239, 5-7=868/164 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; BC1DL=4.0psf; h=18ft; B=108ft; L=70ft; eave=Bft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 fill between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 226 lb uplift at joint 10 and 142 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. �clniln11ii 1vQUS �F �i'0 - �4 i No 3486.9 Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East,Blvd. Tampa FL 33610 Date: January 18,2022 I WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFEREN E 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 ANS/?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 Baker Residence I T26547594 J43423 F05 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 1 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Jan 14 15:31:08 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_ QNcVNOW7cbuRFwj53XwpFzLkGGgEOS9RuO8jzvzvOrX 1 8 8 3-11 8 10-6-8 155-8 17-10-0 1 8 8 2-3-0 6.7-0 4-11-0 2-4-8 4xB = Scale = 1:35.4 US = I0 3x4 = 2x4 II I 1x4 II 2x4 II 1 8 1r8 $ 35-8 3r11 8 10-M 1 155-8 17-10-0 1 4-8 1-10-0 6-7-0 1 4-11-0 24-8 Plate Offsets (X,Y)— [2:0-2-12,0-1-8],[3:0-1-0,0-1-12],[4:0-4-4,0-2-0],[5:0-2-0,0-1r8] [13:0-6-0 0-2-12] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TIC 0.64 Vert(LL) -0.07 14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.82 Vert(CT) -0.15 11-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.55 I Horz(CT) 0.09 6 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -AS Weight: 109 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.2 *Except* BOT CHORD 3-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* WEBS 5-6,2-16: 2x6 SP No.3, 13-16: 2x4 SP No.2 REACTIONS. (size) 6=0-5-8, 16=0-8-0 Max Horz 16=202(LC 8) Max Uplift 6=-172(LC 8), 16-187(LC 8) Max Grav 6=877(LC 1), 16=1084(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1663/391, 3-4=-1075/154, 4-5=825/184, 6-8=830/180, 5-8=791/199 BOT CHORD 11-13=-620/1976 1 WEBS 2-16=-845/212, 13-16=-281/0, 2-13=368/1529, 3-11 =-1 182/434, 5-11=-207/885 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 13-15 1 Row at midpt 3-11 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=1Bft; B=108ft; L=70ft; eave=8ft; 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) 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 viith 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 172 lb uplift at joint 6 and 187 lb uplift at joint 16. 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 sheelrock be applied directly to the bottom chord. I •� GE•.... �I NS '•i 00 No 34869 Julius Lee RE No.34869 MTTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. January 18,2022 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. �* Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not [��' so a truss system. Before use, the building designer must verity the applicability of design parameters and'propedy Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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-99 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2I 0601 Tampa, FL 36610 j Job Truss Type Oty Ply Baker Residence �F06ss I T26547595 J43423 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:31:09 2022 Page 1 ID:5ww339MuYE7mPA1gZOk9SCzxjM_ uaAtakXIMv01t41HcER2oAu_tgC47gva62uGWLzvOrW 1 8-8 3-11 8 733 12-0 8 155-8 17-10-0 1-8-8 2-3-0 3311 5-3 5 2-11-0 2-4.8 R 3x4 = 2x4 I I LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 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* 3-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 7-8,2-17: 2x6 SP No.3, 15-17: 2x4 SP No.2 REACTIONS. (size) 8=0-5-8, 17=0-8-0 Max Horz 17=240(LC 8) Max Uplift 8=-187(LC 8), 17=176(LC 8) Max Grav 8=876(LC 1), 17=1074(LC 1) 6.00 12 4x8 = 3x4 II i 1x4 II 2x4 II Scale = 1:40.0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TC 0.33 Vert(LL) -0.14 14-15 >999 240 MT20 244/190 BC 0.65 Vert(CT) -0.31 14-15 >620 180 WB 0.84 Horz(CT) 0.05 8 n/a n/a Matrix -AS Weight: 117 lb FT = 20% BRACING - I TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. I FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1495/303, 3-4=-1604/342, 4-6=765/107, 8-10=-852/189 BOTCHORD 14-15=-347/1147, 11-14=134/697. 10-11 =-1 34/597 WEBS 2-17=-950/229, 2-15=-267/1329, 4-15=124/430, 4-14=643/240, 6-14=-40/468, 6-10=837/188 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=18ft; B=108ft; L=70ft; eave=8ft; 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) Building Designer / Project engineer responsible for vertfying 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 187 lb uplift at joint 8 and 176 lb uplift at joint 17. 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. i I CFF�i'0 V •'�.G E NSF•. ♦! 3480 • ♦♦� s'o.40 O R 1 �•�• Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 I -- A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE. 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, a9d 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 ANSUTPh Quality Crlterla, 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 Baker Residence T26547596 J43423 F07 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Jan 1415:31:10 2022 Page 1 ID:5ww339MuYE7mPA1gZOk9SCzxjM_ MmkFn4YN7D88UEtUAyyHKOQ6J3ansMCkLiep2ozvOrV 1 8.8 3-11-8 9-3-0 14-6-8 15 5 8 17-10-0 1-8-8 ' 2-3-0 5-3.8 5-3-8 11 2-4-8 R 6.00 12 4x4 = 2x4 11 6x6 = Io 3x4 = 3x6 = 2x4 II 1x4 II 3x4 II 1-4-81r818 3-11-8 9-3-0 155-8 17-10-0 1� 8 0 4-0 2-3 0 5-3-8 6-2-8 2-4.8 Scale = 1:45.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.54 Vert(LL) -0.10 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.56 Vert(CT) -0.21 11-13 >912 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 123 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. 3-16: 2x4 SP No.3 WEBS 1 Row at midpt 4-10 WEBS 2x4 SP No.3 *Except* 7-8,2-17: 2x6 SP No.3, 15-17: 2x4 SP No.2 REACTIONS. (size) 8=0-5-8, 17=0-8-0 Max Horz 17=279(LC 8) Max Uplift 8=-203(LC 8), 17=160(LC 8) Max Grav 8=876(LC 1), 17=1074(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1603/366, 3-4=-11921138, 4-6=303/15, 8-10=824/221 BOT CHORD 13-15=-597/1661, 11-13=-268/999, 10-11=268/999 WEBS 2-17=-896/235, 2-15=-329/1431, 3-13=674/336, 4-13=0/357, 4-10=-926/243, 6-10=320/127 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=18ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 lb uplift at joint 8 and 160 lb uplift at joint 17. 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. ,,111111111/1111 ♦♦♦♦�wL1US LFF�i�i E N's '.� 4$' 34869 �13 '. 411� Imo,, • .. F1 I • �i ♦♦ � i�11,0 N A` '��,�♦♦ Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East,Blvd. Tampa FL 33610 Date: January 18,2022 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 ontywith MiTekS, connectors. This design is based only upon parameters shown, 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 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 s Truss Type Qty Ply Baker Residence 7FO8s T26547597 J43423 Half Hip 1 1 Job Reference (optional) Last Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:31:112022 Page 1 ID:5ww339MuYE?mPA1 gZOk9SCzxjM_-gyle?QZOuWG?6OSgknWlbzGlTvEbpRtaMNNaEzvOrU 1-e•8 , 3.11-8 9.8.8 15-5-e 16-6-9,17-10-0 ' 1-8-8 2-3-0 5.9-0 5-9-0 1-1•o 1-3.8 i 4x6 = 2x4 II 6.00 12 7 6 3x4 = 3x6 = 2x4 II �1x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Inor YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 7-8,2-17: 2x6 SP No.3, 15-17: 2x4 SP No.2 REACTIONS. (size) 8=0-5-8, 17=0-8-0 Max Horz 17=317(LC 8) Max Uplift 8=-223(LC 8), 17=140(LC 8) Max Grav 8=880(LC 13), 17=1074(LC 1) Scale = 1:53.3 CSI. DEFL. in (loc) Udeft Lid PLATES GRIP TC 0.56 Vert(LL) -0.08 11-13 >999 240 MT20 244/190 BC 0.55 Vert(CT) -0.17 11-13 >999 180 WB 0.51 Horz(CT) 0.09 8 n/a n/a Matrix -AS Weight: 127 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 7-8, 4-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1611/363, 3-4=-1166/103, 8-10=835/238 BOT CHORD 13-15=-628/1685, 11-13=-273/983, 10-11 =-273/983 WEBS 2-17=898/234, 2-15=-328/1439, 3-13=714/361, 4-13=01357, 4-10=-1010/282, 6-10=-471/207 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=18ft; B=108ft; L=70ft; eave=8ft; 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) 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 223 lb uplift at joint 8 and 140 lb uplift at joint 17. 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. 3il jus CFF�i��� % GEMS '�i 34869 10 • ONALE?�``• j111111110% Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 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 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 properly Incorporate this design into the overall I, 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 fabdcation, 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 s Truss Type Qty Ply Baker Residence �FO T26547598 J43423 Monopitch 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:31:13 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxiNL mLQOQ6aGQBWjLhc3r4V,y02XGHb_3jAA1gsTf6zvOrS 1.8.8 3-11-8 9.11-12 15-5-8 17-7-8 ' 1-8-8 ' it 6.0.4 5-5-11 2.21 f 6.00 12 Scale = 1:54.5 3x4 = 3x6 = 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 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* 3-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 2-16: 2x6 SP No.3, 14-16: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 16=0-8-0, 21=0-3-8 Max Horz 16=329(LC 8) Max Uplift 16=-132(LC 8), 21=-223(LC 8) Max Grav 16=1067(LC 1), 21=857(LC 13) 1x4 II CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.88 Vert(LL) -0.0710-12 >999 240 MT20 244/190 BC 0.53 Vert(CT) -0.15 10-12 >999 180 WB 0.56 Horz(CT) 0.20 21 n/a n/a Matrix -AS Weight: 113 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 4-9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1602/358, 3-4=-1127/83, 9-17=120/603, 6-17=-120/603 BOT CHORD 12-14=-636/1692, 10-12=265/945, 9-10=-2651945 WEBS 2-16=-892/231, 2-14=-324/1431, 3-12=758/377, 4-12=0/355, 4-9=-1012/287, 6-21=863/225 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS,(directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 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 chord and any other members. 6) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 16 and 223 lb uplift at joint 21. 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. 11111111111" �V)Uus [F��i��i 34869 'o fir: • T #4f Jullus Lee'PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East.Blvd. Tampa FL 33610 bate: January 18,2022 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Fit 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 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 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 A .. Job Truss Truss Type Qty Ply Baker Residence T26547599 J43423 F10 Monopitch 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Jan 1415:31:13 2022 Page 1 ID:5ww339MuYE7mPA1gZOk9SCzxjK_ mLQOQ6aGQ8WjLhc3r4VyO2XOHaa3juAlgsTf6zv0rS 5-11-3 11-5-13 17-7.8 r 5.11-3 5-6-10 6-1-11 Scale = 1:52.3 6.00 12 3x4 = 3x6 = 3x4 = 3x4 = 4x4 = 8 1-4-8 'A. 9.6.4 17-7.8 1-4-8 0.4-0 7-9-12 8-1-4 Plate Offsets_(X,Y)—[6:0-4-8,0-1-4],[7:0-1-8,0-1-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.83 Vert(LL) -0.13 7-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.62 Vert(CT) -0.21 7-9 >893 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Hore(CT) 0.18 15 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 110 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 micipt 5-7 2-10: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 15=0-3-8 Max Horz 10=329(LC 8) Max Uplift 10=-133(LC 8), 15=228(LC 8) Max Grav 10=1136(LC 13), 15=982(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ili) or less except when shown. TOP CHORD 3-5=957/35, 7-11=149/794, 6-11=149/794 BOT CHORD 9-10=-305/1009, 7-9=-175/685 WEBS 5-9=-30/484, 5-7=912/239, 3-10=-1019/53, 2-10=-299/133, 6-15=988/229 NOTES- 1) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 pet 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) Bearing at joint(s) 15 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 10 and 228 lb uplift at joint 15. 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. ,,��IIIIIIIII��I I EN54S* '♦i No 34869 Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East.B[vd. Tampa FL 33610 Date: January 18,2022 ®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 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 Baker Residence TF'1uSS T26547600 J43423 Monopitch 6 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Jan 1415:31:14 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjK_ FXzmdSbuBReazrBFPoODVEbjUhvRoBUJGKc1 BZzvOrR 544 10-6-15 16-0-3 5-4-4 5-2-11 15-5-4 3x4 6.00 12 9 8 712 13 6 4x4 = 3x4 = 3x4 = 4x4 = m 3x6 = Scale = 1:51.9 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC20201rP12014 CSI. TC 0.79 BC 0.64 WB 0.62 Matrix -AS DEFL. in Vert(LL) -0.13 Vert(CT) -0.21 Horz(CT) 0.16 (loc) I/deft Ltd 6-8 >999 240 6-8 >918 180 11 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, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-6 OTHERS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 11=0-3-8 Max Horz 9=295(LC 8) Max Uplift 9=-51(LC 8), 11=231(LC 8) Max Grav 9=948(LC 13). 11=992(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-369/85, 2-4=963/56, 6-10=-163/834, 5-10=-163/834, 1-9=342/92 BOT CHORD 8-9=-294/1022, 6-8=156/604 WEBS 2-8=-308/180, 4-8=-75/610, 4-6=-891/238, 2-9=832/0, 5-11=-997/232 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements 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, with BCDL=10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 11 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 51 Ito uplift at joint 9 and 231 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. .%tit 11111IIrI1I SO-= 40P40 No 34869 ����' • .off O R `O I""11� V r, 0,�,, Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 A 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 chard 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/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 aty Ply Baker Residence T26547601 J43423 F12 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:31:16 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_ Bw5W27c8j3ulC9KeXC3hafg5sUgyG15cje58FRzvOrP 7-10-11 14-6-8 16-3-9 17-7-8 7-10-11 6-7-13 1-9-1 i 1-3-15 5x5 = 5x6 = 6.00 12 7 6 3x4 = 2x4 11 4x8 = 3x4 = 3x4 II LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 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* 5-11: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 9-13: 2x4 SP No.2, 2-14: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 14=0-8-0, 19=0-3-8 Max Horz 14=312(LC 8) Max Uplift 14=140(LC 8). 19=211(LC 8) Max Gram 14=1069(LC 17), 19=851(LC 13) Scale = 1:50.7 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TC 0.67 Vert(LL) -0.0411-13 >999 240 MT20 244/190 BC 0.38 Vert(CT) -0.09 11-13 >999 180 WB 0.68 Horz(CT) 0.07 19 n/a n/a Matrix -AS Weight: 138 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 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1081/54, 3-5=576/29, 5-6=-519/117, 8-15=-190/784, 7-15=190/784 BOT CHORD 13-14=-288/238, 5-9=-489/187 WEBS 9-13=-264/832, 3-9=536/163, 6.9=256/972, 6-8=714/189, 2-13=0/762, 2-14=-984/177, 7-19=-855/212 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=18ft; B=108ft; L=70ft; eave=8ft; 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) 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) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify rapacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 lb uplift at joint 14 and 211 lb uplift at joint 19. 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. ",,,"00U S LFF ♦ 3486.9 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 WARNING - Venfy 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 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 r �, 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 ANS17fP11 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 Baker Residence T26547602 J43423 F13 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:31:17 2022 Page 1 ID:5ww339MuYE7mPA1gZOk9SCzxjM_ f6fvFTdmUM09gJvg4waw6sDlxuOH7XLlylghouzvOrO 9�m 12.8.9 14-2-0 16 3-0 6.6.0 6-2-8 1-5 7 2-1 0 6.00 12 4x4 // 5x8 = 3xf 3x4 II 4x8 = 3x4 = 2x4 11 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 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 *Except* 4-9: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 1-12: 2x6 SP No.3, 7-11: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 14=0-3-8 Max Horz 12=239(LC 8) Max Uplift 12=-81(LC 8), 14=192(LC 8) Max Grav 12=877(LC 1), 14=864(LC 17) 3x6 = 14 Scale=1:44.2 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.52 Vert(LL)-0.0311-12 >999 240 MT20 244/190 BC 0.31 Vert(CT) -0.07 9-11 >999 180 WB 0.49 Hore(CT) 0.05 14 n/a n/a Matrix -AS Weight: 118 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: 7-9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1128/98, 24=611/71, 4-5=-417/99, 1-12=814/104 BOT CHORD 11-12=-289/347 WEBS 2-7=-548/167, 5-7=198/819, 1-11=0/660, 7-11=-261/876, 5-14=875/195 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=18ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements 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) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 12 and 192 lb uplift at joint 14. 10) 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. Ilk %I111111If,?" SOU 40 34869 •�•. iONA� E� �. Julius Lee'PE No.34869 Mfek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 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 �'t iTek� building design. Bracing Indicated is to prevent buckling of Individual taus 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 ANSUTP/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 Baker Residence T26547603 J43423 FG10 FLAT GIRDER 1 q J Job Reference (optional) Cast toast I russ, m. vierce, rL - 34`J4b, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Jan 1415:31:18 2022 Page 1 ID:5ww339MuYE7mPA1gZOk9SCzxjM_ 7JDHTpePFgBOSTU0ed59f41TPIJRkxovByaEKKzvOrN 2 6 14 5-0-0 7-5-2 10-0-0 2-6-14 2-5-2 2-5-2 2-6-14 Scale = 1:18.5 1 5x8 = 22x4 II 5x8 = 2x4 II 5x8 = 5x5 11 5x5 11 2-6-14 5-0-0 75-2 10-0-0 2-6-14 2-5-2 2-5-2 2-6-14 Plate Offsets (X,Y)— [7:0-4-0,0-2-8),[9:0-4-0,0-2-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.53 Vert(LL) -0.09 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.51 Vert(CT) -0.16 8 >722 180 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 189 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 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. 1-10,5-6: 2x8 SP No.3, 1-9,5-7: 2x4 SP No.2 REACTIONS. (size) 10=0-8-0, 6=0-8-0 Max Horz 10=-39(LC 17) Max Uplift 10=-1041(LC 4). 6=1280(LC 5) Max Grav 10=5960(LC 2), 6=7345(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-10=5079/872, 1-2=-10951/1914, 2-3=-10951/1914, 3-4=-10469/1853, 4-5=10469/1853, 5-6=-6510/1117 BOT CHORD 9-10=-400/2171, 8-9=-2675/15230, 7-8=-2675/15230, 6-7=324/1754 WEBS 1-9=-1642/9409, 2-9=-2642/414, 3-9=4549/810, 3-7=-5061/872, 4-7=-2365/382, 5-7=-1642/9339 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top follows: 2x8 2 0-9-0 2x6 2 0-9-0 chords connected as - rows staggered at oc, - rows staggered at oc. ,��� v�flu s CE 1e.. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. �� Ij �i� Webs connected as follows: 2x4 - 1 row at 0-9-0 Do. 2) All loads to if front back in ,�� .•'�C, E N S •• �+ F��•.• �� are considered equally applied all plies, except noted as (F) or (B) face the LOAD CASE(S) section. Ply to % ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 34869 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; 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 1• to the use of this truss component. • 411 • �(/ 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 00.0 the responsibility of the fabricator to increase plate sizes to account for these factors. �.0 This ve load nonconcun nt with ve loads. y other llwhere Thistruss 8) truss has been designed for a live load of 20.Ops onl the bottom chord all areas where arectangle 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 1041 lb uplift at joint 10 and 1280 lb Julius Lee PE No:34869 uplift at joint 6. MiTek USA, Inc. FL Cert 6634 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2508 lb down and 426 lb up at 6904 Parke Fast Blvd. Tampa FL 33610 1-6-2, 2479 lb down and 429 lb up at 3-6-2, 2464 lb down and 430 lb up at 5-6-2, and 2473 lb down and 435 lb up at 7-6-2, and Date: 2489 lb down and 433 lb up at 9-8-6 on top chord. The design/selection of such connection device(s) is the responsibility of January 18, 2022 Contson page 2 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not Rat 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 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 Oty Ply Baker Residence T26547603 J43423 FG10 FLAT GIRDER 1 q J Job Reference o tional tast t;oast i russ, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:31:18 2022 Page 2 ID:5ww339MuYE7mPA1 gZOk9SCzxjM_-7JDHTpePFgBOSTUOed59f4rrPIJRkxovByaEKKzvOrN LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Unlorm Loads (plf) Vert: 1-5=90, 6-10=20 Concentrated Loads (lb) Vert: 5=-2434 4=2402 11=2337 12=-2402 13=-2402 ® 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 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 ANSI?PII 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 Baker Residence T26547604 J43423 FG20 FLAT GIRDER 1 4 Job Reference (optional) test toast I russ, Ft. Pierce, FL - 34945. 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:31:20 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_ 3hL1uVgfnHOkhmePm27dkVdB5vuCnACeG3LOCzvOrL 4-0-0 7 4-0 10.6-15 13 9-9 17-0-3 20-4.8 4-0-0 3-0F 3-2-10 3-2-10 3-2-10 3 4 5 Scale = 1:33.8 10x14 M18SHS = 5x6 = 4x10 = 12x12 = 17 18 19 2 20 21 3 22 23 24 4 25 5 26 6 27 7 28 29 30 8 8x14 II 10x14 M18SHS = 16 15 7:5 6x6 — 10x10 M18SHS = 2x4 II 10x14 = 1 G-6-15 13-9-9 17-M LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.96 TCDL 15.0 Lumber DOL 1.33 BC 0.90 BCLL 0.0 Rep Stress Incr NO WB 0.93 BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x6 SP SS *Except* 5-8: 2x6 SP No.2 BOT CHORD 2x6 SP SS WEBS 2x4 SP No.3 *Except* 1-16,8-9: 2x8 SP No.3, 2-15: 2x6 SP No.3, 3-15: 2x4 SP No.2 3-12,6-12,6-10,8-10: 2x4 SP No.1 DEFL. in floc) Udef1 Lid PLATES GRIP Vert(LL) -0.3511-12 >557 240 MT20 244/190 Vert(CT) -0.6311-12 >306 180 M18SHS 244/190 Horz(CT) 0.06 9 n/a n/a Weight: 510 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-6 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. REACTIONS. All bearings 4-4-0 except fjt=length) 9=Mechanical. (lb) - Max Horz 16=39(LC 5) Max Uplift All uplift 100 lb or less at joint(s) except 16=5402(LC 2), 9=-2652(LC 9). 15=6066(LC 9) Max Grav All reactions 250 lb or less atjoint(s) except 16=1400(LC 9), 9=9833(LC 2). 15=22717(LC 2), 15=22030(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-892/3600, 1-2=-4755/17845, 2-3=-4755/17845, 3-4=-29326/7845, 4-6=29326/7845, 6-7=-23259/6237, 7-8=-23259/6237, 8-9=-8600/2301 BOT CHORD 15-16=-3974/1075, 14-15=2127/7883, 12-14=2127/7883, 11-12=9307/34980, 10-11=-9307/34980,9-10=-1074/3957 WEBS 1-1 5=-1 4255/3817, 2-15=-8919/2383, 3-15=-26585/7108, 3-14=-1795/449, 3-12=-5923/22222, 4-12=-4198/1090, 6-12=-5860/1538, 6-10=-12147/3204, 7-10=-3452/903, 8-10=-5363/20076 NOTES- 1) 4-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: 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 Do. Attach TC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 2) All loads are considered equally applied to all plies, except 9 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=18ft; B=108ft; L=7011; 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) 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 Cot111lNf"atolfti tt3e bottom chord and any other members. �{I/1111/III 3uus In, EIVS' 34869 _� 1k ; •: yF < O R , O P ;�,�. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. January 18,2022 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 basedoniy 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 properly 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 ANSI17P/1 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 Baker Residence T26547604 J43423 FG20 FLAT GIRDER 1 A �'F Job Reference (optional) east toast i russ, M. rlerce, t-L - 34`d4b, 8.43U s Aug 16 2021 MITek Industries, Inc. Fri Jan 14 15:31:20 2022 Page 2 ID:5ww339MuYE?mPA1 gZOk9SCzxjM_-3hL1 uVgfnHOkhmePm27dkVdB5vuCnACeG3LOCzvOrL NOTES- 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5402 lb uplift at joint 16, 2652 lb uplift at joint 9 and 6066 lb uplift at joint 15. 11) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 656 lb down and 428 lb up at 1-4-12, 1946 lb down and 370 lb up at 2-0-1, 656 lb down and 428 lb up at 3-4-12, 2018 lb down and 353 lb up at 4-0-1, 656 lb down and 428 lb up at 5-4-12, 2077 lb down and 354 lb up at 6-0-1, 656 lb down and 428 lb up at 7-4-12, 2078 lb down and 354 lb up at 8-0-1, 656 lb down and 428 lb up at 9-4-12, 2063 lb down and 356 lb up at 10-0-1, 656 lb down and 428 lb up at 11-4-12, 1876 lb down and 316 lb up at 12-0-1, 656 lb down and 428 lb up at 13-4-12, 1878 Ib down and 316 Ib up at 14-0-1, 2447 Ib down and 744 Ib up at 15-4-12, and 2441 lb down and 745 lb up at 17-4-12, and 2462 lb down and 745 lb up at 19-4-12 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=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-8=90, 9-16=20 Concentrated Loads (lb) Vert: 5=-1671 2=1865 3=656 6=1671 17=656 18=1833 19=656 20=656 21=-1865 22=-1865 23=656 24=1859 25=-656 26=-656 27=2326 28=2324 30=-2365 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 i.Y■` 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 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 Baker Residence T26547605 J43423 FG21 FLAT GIRDER 1 q J Job Reference o tional 4x6 = 19 20 2 21 o.43u 5 Aug to zuz1 Nn t eK InOUstnes, Inc. t-n Jan 14 1o:;il:z1 zuzz PA1,gZOk9SCzxjM_ XtvP5rgHYbWbJwDbJmesHiNwUVGcxHBLtwov; 14� 4 17 4-12 20-5-0 2-10$ 2-10.8 3-0-4 Scale=1:33.8 2x4 11 4x6 = 4x6 = 4x10 = 3x4 II 4x6 = 12x12 = 3 22 4 5 23 6 24 7 25 8 26 27 9 12x12 = 5x8 = 5x6 = 6x8 = 4xl0 = 2x4 II 4x12 = 5x6 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2020/TPI2014 CSI. TC 0.80 BC 0.80 WB 0.75 Matrix -MS DEFL. in (loc) Udefl Ud Vert(LL) 0.48 13-14 >491 240 Vert(CT) -0.89 13-14 >266 180 Horz(CT) 0.08 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 387 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, BOT CHORD 2x6 SP SS except end verticals. WEBS 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-18,9-10: 2x8 SP No.3, 2-17,3-16,5-14,6-13,7-12,8-11: 2x4 SP No.3 REACTIONS. (size) 18=0-7-0, 10=Mechanical Max Horz 18=39(LC 18) Max Uplift 18=-1675(LC 4), 10=-1749(LC 5) Max Grav 18=4763(LC 1), 10=5026(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-4139/1441, 1-2=-11949/4208, 2-3=20649/7265, 3-5=-24632/8662, 5-6=-24632/8662, 6-7=-20385/7165, 7-8=-20385/7165, 8-9=-12039/4233, 9-10=-4399/1514 BOT CHORD 17-18=-713/1955, 16-17=-4223/11949, 14-16=7272/20649, 13-14=8908/25343, 12-13=-8908/25343, 11-12=-4231/12039, 10-11=682/1929 WEBS 1-1 7=-3688/10499, 2-17=-3622/1235, 2-16=-3195/9094, 3-16=-2592/875, 3-14=1461/4163, 5-14=1195/394, 6-14=-744/263, 6-12=5183/1825, 7-12=12161403, 8-12=-3070/8724,8-11=-3603/1227,9-11=-3728/10621 NOTES- ,,,,�(1111111/���,, %% Sp 1US 1) 3-ply truss to be connected together with tOd (0.131"x3") nails as follows: , . ....... .. N $*'•. Top chords connected as follows: 2x8 - 2 rows staggered. at G-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. ♦♦♦ ♦ �i � ••• Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 34869 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=18ft; B=108ft; L=70ft; eave=Bft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; porch left and right exposed; Lumber O 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 �i . Q'•• ♦♦_ • R to the use of this truss component. i�� ••`G� `♦♦ 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Julius Lee PE No.34869 8) Refer to girder(s) for truss to truss connections. MiTek USA, Inc. FL Gert 6634 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1675 lb uplift at joint 18 and 1749 lb 6904 Parke East Blvd. Tampa FL 33610 uplift at joint 10. Date:. January 182022 3ontinued on page 2 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 M rekO connectors. This 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 ANSI?P/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 Oty Ply Baker Residence T26547605 J43423 FG21 FLAT GIRDER 1 q J Job Reference (optional) east C oasi I russ, m. rterce, t-L - saaae, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:31:21 2022 Page 2 ID:5ww339MuYE?mPA1 gZOk9SCzxjM_ XtvP5rgHYbWbJwDbJmesHiNwUVGcxHBLtwovxfzvOrK NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 769 lb down and 370 lb up at 1-7-12, 769 lb down and 370 lb up at 3-7-12, 769 lb down and 370 lb up at 5-7-12, 769 lb down and 370 lb up at 7-7-12, 769 lb down and 370 lb up at 9-7-12, 769 lb down and 370 lb up at 11-7-12, 769 lb down and 370 lb up at 13-7-12, 769 lb down and 370 lb up at 15-7-12, and 769 Ib down and 370 lb up at 17-7-12, and 688 lb down and 258 lb up at 19-7-12 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=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1-9=90, 10-18=20 Concentrated Loads (lb) Vert: 3=-769 6=-769 8=769 19=769 21=769 22=-769 23=-769 24=-769 25=769 27=688 WARNING - Vedty 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 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 verify the applicability of design parameters and properly Incorporate this design Into the overall Mal' 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 CrMeda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sulte 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baker Residence T26547606 J43423 FG30 ROOF SPECIAL GIRDER 1 q J Job Reference (optional) a=aar wear r ruaa, rt. rrerce, rL - xUgU, tl.4:1U S Aug it) ZUZ1 MI I eK Industries, Inc. hn Jan 14 15:31:22 ZU72 Page 1 ID:5ww339MuYE?mPA1 gZOk9SCzxjM_ O4SoJBhvJveRw4ontTA5pww6jva4ggZV6aYST5zvOrJ 5-0-1 9 8 9 16-2-0 22-8-3 29-2 0 345-13 39-7-15 44-11-12 5-0-1 4 8 9 6-5-13 6-5 13 6-5-13 5.3.13 5-2-1 5-3 13 Scale = 1:80.2 3x6 = 3x6 = 6x8 = 5x8 = 4x6 = 3x4 II 3x6 = 4x4 = 3x10 = 2x4 11 3x8 = 4x6 = 5x16 = 1 2 29 3 4 5 30 6 7 31 8 9 10 32 11 12 IN 28 O o m v I¢ 26 25 24 23 22 21 20 19 18 5x8 = 4x6 = 4x6 = 3x4 II 3x8 11 6x6 = 5x8 = 8x16 = 4x4 = 7xB WB = 8x12 11 3x4 11 Special 26.2-0 29-2-0 34-5-13 [12:0-3-12,0-3-0). [17:0-3-4,0-4-12], [19:0-2-0,0-0-0], [20:0-5-8,Edge], LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2020fTP12014 CSI. TC 0.71 BC 0.91 WB 1.00 Matrix -MS DEFL. in Vert(LL) -0.56 Vert(CT) -1.04 Horz(CT) 0.06 (loc) I/defl Ud 18 >956 240 18 >514 180 28 ri n/a PLATES GRIP MT20 244/190 Weight: 1016 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc purlins, 10-12: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 8-19: 2x4 SP No.2, 21-24,13-16: 2x6 SP SS 10-0-0 oc bracing: 17-19 WEBS 2x4 SP No.3 *Except* 1-26: 2x8 SP No.3, 12-13,5-23: 2x6 SP No.3, 1-25: 2x4 SP No.2 2-23,17-20: 2x6 SP No.2, 3-23: 2x10 SP No.2 OTHERS 2x8 SP No.3 *Except* 21-21: 2x4 SP No.3 REACTIONS. (size) 26=Mechanical, 28=0-6-12 Max Uplift 26=-2499(LC 8), 28=954(LC 8) Max Grav 26=9916(LC 1), 28=4404(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-9785/2495, 1-2=-10565/2684, 2-3=20521/5262, 3-5=-20521/5262, 5-6=-19217/4702, 6-8=-19690/4504, 8-9=19830/4534, 9-11=-13545/3013, 11-12=7114/'1556 BOT CHORD 23-25=2684/10565, 22-23=-4702/19217, 20-22=3932/16712, 19-20=-238/1003, 8-17=-456/172,15-17=-3013/13545,14-15=-1556/7114,13-14=-217/1001 ,v�1US ,� •,.....• I� WEBS 11-25�3594/14135-23= •���G E N S •••• 40 2188/202095-225-1578 639, 6 2� 1312/37/13516, 213, 6-20=- 897 99557, ,,4% • ` 17-20=-3807/16192, 6-17=655/3405, 9-17=-1673/6911, 9-15=-3437/859, NO 34869 - 11-15=-1678/7408, 11-14=4118/961, 12-14=1604/7322, 12-28=4934/1070 • NOTES- 1) Special connection required to distribute bottom chord loads equally between all plies. �r �'U : • lr 2) 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, 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc, 2x4 - 1 row at 0-9-0 oc. 000 0. Q;•'•� �� Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x10 - 2 rows staggered at 0-9-0 oc. �� •• C 0 f3 1: `�� ��, C% 3) 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. IIFIF�II N A; '%%%, 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 Julius Lee PE No.34869 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck MiTek USA, Inc. FL Cert 6634 to the use of this truss component. 6904 Parke East Blvd! Tampa FL 33610 6) Provide adequate drainage to prevent water ponding. Date:. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,January 18,2022 'ontinued on page 2 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK 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 Val' 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 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 Baker Residence T26547606 J43423 FG30 ROOF SPECIAL GIRDER 1 q J Job Reference (optional) test [;oast I russ, M. Pierce, I-L - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:31:23 2022 Page 2 ID:5ww339MuYE7mPA1gZOk9SCzxjM_ UGOAWNfiiX3CmIYEN_RBhKM7THTJwJP7peKDH??XzvOrl NOTES- 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) Bearing at joint(s) 28 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2499 lb uplift at joint 26 and 954 lb uplift at joint 28. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 9812 lb down and 2674 lb up at 9-8-9 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=1.33, (Plate Increase=1.33 Uniform Loads (plf) Vert: 1-12=90, 19-26=-20, 18-19=-20, 13-17=20 Concentrated Loads (lb) Vert: 23=9474(B) 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 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. Safetylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply Baker Residence 7G'O T26547607 J43423 Common 2 1 Job Reference o tional test Boas[ I russ, Ft. Pierce, FL - 34946. 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:31:23 2022 Page 1 ID:5ww339MuYE7mPA1gZOk9SCzxjM_ UGOAWV iX3CmIYEN_RBhKM7TFtJ29PK eKDH??XzvOfl 1 8 8 9-1-8 16-2-8 1 8 8 7-5-0 7-1-0 46 = Scale = 1:31.2 4Xd = JX4 11 16-2-8 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Cade FBC2020/TPI2014 CSI. TC 0.87 BC 0.41 WB 0.16 Matrix -AS DEFL. in Vert(LL) -0.05 Vert(CT) -0.10 Horz(CT) 0.01 (loc) Vdefl Ud 7-8 >999 240 7-8 >999 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 82 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` 2-8: 2x6 SP No.3 REACTIONS. (size) 8=0-8-0, 5=Mechanical Max Harz 8=-126(LC 6) Max Uplift 8=-212(LC 8), 5=128(LC 8) Max Grav 8=989(LC 1), 5=778(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-891/163, 34=873/163, 4-5=-713/152 BOT CHORD 1-8=-38/290, 7-8=116/385, 5-7=-62/263 WEBS 2-8=-931/279, 2-7=30/454, 4-7=-18/466 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=18ft; B=108ft; L=70ft; eave=8ft; 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) Building Designer / Project for live load loading %,1,II1111 .# engineer responsible verifying applied roof shown covers rain requirements specific to the use of this truss component. ,`�� v�flUs C� 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is ,t ♦♦♦ .•'�G E N S ••. �i� V $ ••. ✓ the responsibility of the fabricator to increase plate sizes to account for these factors. ♦ �� 5) This truss has been designed fora 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide * ;� * " will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing capable 212 lb 8 128 lb plate of withstanding uplift at joint and uplift at joint 5. -'0 i 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 be directly bottom `♦� Q;%��,♦ sheetrock applied to the chord. i� •• O R , Q --S,0 N A' 1111110 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 ® 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 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 Baker Residence TGMO2 T26547608 J43423 COMMON 3 1 Job Reference (optional) test l:oast I russ, I-t. NlefCe, FL - 3494b, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:31:24 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_ ySaYjsjAgWv9AOyA?uCZvL?SwjNE8nHnZt1ZX_zvOrH 1 8 8 9-1-8 165.8 18-3-0 1 8 8 7-5-0 7-5-0 i 1.8.8 4x6 = Scale = 1:32.4 5 1 ir—iBLi Q t o g e 7 e 9 2x4 I I 3x4 = 8 4x8 — a 3x4 = 6 2x4 11 3x4 = 1 4 8 18 8 9-1.8 16-6-8 1G 11-8 18 3-0 1-4-8 d-4-b 7-5-0 7-5-0-4 1-4.8 Plate Offsets (X,Y)—[2:0-2-12,0-1-8],[3:0-3-0,0-2-4] [4:0-2-12 0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.72 Vert(LL) 0.08 6-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.42 Vert(CT) -0.10 6-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020/fP12014 Matrix -AS Weight: 90 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 4-6,2-9: 2x6 SP No.3 REACTIONS. (size) 6=0-8-0, 9=0-8-0 Max Horz 9=141(LC 7) Max Uplift 6=-368(LC 8), 9=420(LC 8) Max Grav 6=1004(LC 1).9=1004(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-920/382, 3-4=920/382 BOT CHORD 1-9=127/280, 8-9=189/327, 6-8=-149/280, 5-6=149/280 WEBS 4-8=-138/429, 4-6=951/290, 2-8=-135/429, 2-9=-951/319 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=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever 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) 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 368 lb uplift at joint 6 and 420 Ib 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. No 34869 i 0 .:�40 E%�`� Julius Lee'PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. January 18,2022 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 ie 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 properly 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. Sefery InPormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baker Residence T26547609 J43423 G03 Common Supported Gable 1 1 Job Reference (optional) test [;oast t russ, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:31:25 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM= Qf8wxgobg1OoXWMYbjoRYYiP6mctEgxoXm64QzvOrG r6 3x4 4x4 = Scale:3/8'=1' lot 3x4 = 18 17 16 15 14 13 12 11 10 3x4 11 3x4 = 16-2-8 16-2.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.42 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.22 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 10 n/a file BCDL 10.0 Code FBC2020/rP12014 Matrix-S Weight: 82 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 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-10-0. (lb) - Max Horz 18=129(LC 7) Max Uplift All uplift 100 lb or less at joints) 15, 16, 17, 13, 12 except 18=377(LC 13), 10=103(LC 8) Max Grav All reactions 250 Ib or less at joint(s) 18, 15, 16, 12 except 14=354(LC 1), 17=515(LC 13). 13=279(LC 18), 10=500(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-29/302, 8-9=47/287 WEBS 5-14=-320/0, 2-17=305/71, 8-10=-350/116 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=18ft; 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 specific to the use of this truss component. 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) All plates are 1x4 MT20 unless otherwise indicated. 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 at joint(s) 15, 16, 17, 13, 12 except (jt=lb) 18=377, 10=103. 11) Non Standard bearing condition. Review required. `�tllti1i1t1���� E IV 34869 • 'W, O NAL E?%�� 18rn11ttt1�� Julius Lee'PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 bate: January 18,2022 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 MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality 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 Baker Residence T26547610 J43423 G04 Roof Special 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:31:26 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM= uril8YkQM79lPh5Z6JE1_m5o0W3wcb44OBWfcszvOrF 43 p 7-1-0 11.6-5 16-2-8 6-9.8 445.5 4-8-3 J3 4x6 = — 11 9xo — LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 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 WEBS 2x4 SP No.3 *Except* 3-5: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 5=0-8-0, 13=D-3-0 Max Horz 13=124(LC 7) Max Uplift 5=-163(LC 8), 13=125(LC 8) Max Grav 5=989(LC 1), 13=745(LC 1) Scale = 1:31.4 I Ia CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.73 Vert(LL) -0.05 5-7 >999 240 MT20 244/190 BC 0.41 Vert(CT) -0.11 5-7 >999 180 WB 0.52 Horz(CT) 0.01 5 n/a n/a Matrix -AS Weight: 83 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 1-2=-864/172, 2-3=890/169 BOT CHORD 7-8=-60/426, 5-7=64/297, 4-5=-64/297 WEBS 1-7=0/331, 3-7=27/443, 3-5=-932/256, 1-13=821/147 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=18ft; B=108ft; L=70ft; eave=8ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) Bearing at joint(s) 13 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=163, 13=125. 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. L )OUS ti .� G�E N.3 34869 • s • ��1111111111��, Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verifythe applicability of design parameters and 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 CrHerfa, 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 Baker Residence T26547611 J43423 GOS Roof Special 1 1 Job Reference (optional) test toast I russ, K. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:31:27 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM= M1 GhMul27RHkl rglgOIGWzdy1wPsL3wEFrFD8lzvOrE 1-10-0 6-1-1 9-3-0 16-M 1-100 ' 431 3-1-15 17-5.0 1 8 8 6.00 12 2x, 4x4 11 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress ]nor YES Code FBC2020/TPI2014 CSI. TC 0.73 BC 0.43 WB 0.48 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 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=-115(LC 8) Max Uplift 14=-144(LC 8), 7=180(LC 8) Max Grav 14=919(LC 1),7=1109(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-861/150, 1-2=-1166/183, 2-3=1165/188, 3-4=-968/215, 4-5=-1087/197, 5-6=-265/46 BOT CHORD 2-13=-281/92, 9-1 0=-1 11 /1078, 7-9=70/321, 6-7=-70/321 WEBS 1-13=210/1340, 10-13=-110/1085, 3-10=-431/62, 3-9=-408/86, 4-9=-16/366, 5-9=-33/530, 5-7=1048/283 in (loc) Vdefl Ud -0.07 7-9 >999 240 -0.14 7-9 >999 180 0.01 7 n/a n/a PLATES MT20 GRIP 244/190 Scale = 1:33.2 Weight: 108 lb FT = 20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 11-13 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=18ft; B=108ft; L=70ft; eave=8ft; 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) Building Designer I 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 atjoint(s) except Ut=lb) 14=144,7=180. 10) 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. W S .•��G E•N W'-. i00 .`.� No 34869 � r .0 •���, • T4 O , R Julius Lee PE No.34869 MiTek USA, Inc. IL Cert 6634 6904 Parke East.Blvd. Tampa FL 33610 Date: January 18,2022 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Oty Ply Baker Residence 7G'06 T26547612 J43423 Roof Special 1 1 Job Reference o tional East toast I fuss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:31:28 2022 Page 1 ID:5ww339MuYE?mPA1 gZOk9SCzxjM_-gEg3ZEmgulPbf?FxEkHV3BACVKnW4XfNUV?mglzvOrD 1-10-0 8-1-1 8-9-0 10-0-0 11-0-0 16-8-0 18.4-8 1-10-0 6-3-1 M05 1-3.0 1-0-0 5-8-0 1-8-8 6.00 12 3x4 = 2x4 11 3x4 = US6 5 4x6 = zx4 II 3x6 = 4x4 = 2x4 II 10-0-0 Scale = 1:32.7 N 4 O LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TIC 0.43 Vert(LL) -0.02 14-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.27 Vert(CT) -0.05 12-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT) 0.01 12 n/a n/a BCDL 10.0 Code FBC2020rrP12014 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 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-16: 2x4 SP No.3 10-0-0 oc bracing: 16-18 WEBS 2x4 SP No.3 *Except* 15-18: 2x4 SP No.2, 10-12: 2x6 SP No.3 REACTIONS. (size) 19=Mechanical, 12=0-8-0 Max Horz 19=-153(LC 8) Max Uplift 19=149(LC 8), 12=174(LC 8) Max Grav 19=919(LC 1). 12=1 109(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-870/156, 1-2=-776/128, 2-3=782/133, 3-4=880/202, 4-6=808/185, 6-7=-863/195, 7-8=907/231, 8-10=11191193 BOT CHORD 2-18=-341/101, 14-15=-69/890 WEBS 1-1 8=-1 78/1073. 15-18=-50/879, 10-14=-44/783, 10-12=1038/234 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=18ft; B=108ft; L=70ft; eave=8ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water 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) 19=149, 12=174. 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 purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ♦11(II11111111��, ,,�♦� wL1E Na US. CE��i��� ' 34869 •• r r r V : 41 " �IIII/11111j1♦♦ Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East,Bivd. Tampa FL 33610 Date: January 18,2022 ® 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 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 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 City Ply Baker Residence T26547613 J43423 G07 Roof Special 1 1 Jab Reference (optional) East Coast Truss, R. Pierce, FL - 34946. 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:31:29 2022 Page 1 ID:5ww339MuYE?m PA1 gZOk9SCzxjM_-IQNRnanlf2XSG9g7nRokcOjPbk75p?YXj9kKDBzvOrC 1-10-0 7-4-15 12-0-0 13 0-0 16 8-0 18 4-8 1-10-0 5-6-15 4-7-1 1-0 0 3-8 0 1.8.8 2x4 3x4 = 2x4 11 48 = 6.00112 1.5 3x4 = 8 2x4 11 2x4 11 3x8 = 3x8 = Scale = 1:34.0 1-10-0 2-10-0 7-4-15 13-0-0 168-0 1 -0 18-4-8 1-10-0 1-0-0 4.6-15 5-7-1 3-B-0 -4 1-4-8 Plate Offsets (X,Y)—[3:0-5-4,0-2-01, [6:0-0-12,0-2-01, [14:0-2-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.28 Vert(LL) -0.03 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.31 Vert(CT) -0.07 10-11 >999 180 BCLL 0.0 Rep Stress ]nor YES WB 0.34 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 122 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=-191(LC 8) Max Uplift 15=-157(LC 8), 8=167(LC 8) Max Grav 15=919(LC 1), 8=1109(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-873/165, 1-2=-580/101, 2-3=586/105, 3-4=905/174, 4-5=909/179, 5-6=-1083/171 BOT CHORD 2-14=-352/112, 10-11 =-1 04/1041 WEBS 1-1 4=-1 681959, 11-14=01736, 4-11=381/125, 4-10=469/101, 5-10=-33/290, 6-10=82/945, 6-8=1034/187 NOTES- 1) Wind: ASCE 7-16; Vult=160mph Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; ,,��111IIIIII�I (3-second gust) eave=8ft; ,,�� v��Us �I� Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 �� •„ ••. �i� 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `�� ,••�C, E N S V �•, �� to the use of this truss component. `� 3) Provide adequate drainage to prevent water ponding. 3486.9 •� 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. ?1 7) Refer to girder(s) for truss to truss connections. 8) Provide bearing 100 lb - O �i •. 17 mechanical connection (by others) of truss to plate capable of withstanding uplift at joints) except (jt=lb) O R 1 Q 15=157,8=167. 9) is truss designrequires a m structural wood sheathing be applied directly to the top chord and 1/2" gypsum •.• .• ��,,s, O N AI- ��``��� sh truck be applied directly bottom chord I�81111111% Julius Lee PE No.34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 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 verity 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 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 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 J43423 G08G Roof Special Girder 1 =BakerResidenceT26547614 Clonal Cast toast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Jan 14 15:31:30 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_ ncxp wnwQMfJuJPKL9Jz8cFTa7KvYTLgxpUtldzvOrB 0,3r8 2-1-0 5-7-15 14.3-0 15-3-0 16-11-0 18-7-8 0.3n-8 1-9-8 3-6-15 8-7-1 1-0.0 1-8.0 1-&8 20 16 3x6 = 5x8 = 2x4 II 4x8 = 13 10 8 2x4 11 4x8 = 3x4 = 3x8 = 2x4 11 3x4 = NAILED Iot Scale = 1:45.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.71 Vert(LL) -0.15 9-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.79 Vert(CT) -0.32 9-11 >629 180 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 125 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 5-9-1 oc puffins, 3-4: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 2-12: 2x4 SP No.3 6-0-0 oc bracing: 12-14 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-11 11-14: 2x4 SP No.2, 6-8: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 20=0-3-0 Max Horz 20=-229(LC 8) Max Uplift 8=-295(LC 8), 20=116(LC 8) Max Grav 8=998(LC 29), 20=883(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=51IV250, 2-3=505/248, 3-4=-848/246, 4-5=-741/227, 5-6=813/231 BOT CHORD 9-11=-302/1146 WEBS 1-14=-77/862, 11-14=-43/696, 3-14=311/74. 4-11=-596/255, 4-9=1085/355, 5-9=-204/715, 6-9=1811865, 6-8=-1030/242, 1-20=-951/138 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) 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) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=295,20=116. 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 Stu n 1 r1��� ♦♦♦♦���VLIUS LFJP��i�i 34869 .ORIQP'�\�,� O N AL E?�`♦♦ 11/11111It��, Julius Lee PENo.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East.Blvd. Tampa FL 33610 Date: January 18,2022 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 ony 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 Mewis always required for stability and to prevent collapse 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 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 s Truss Type Qty Ply Baker Residence T T26547614 J43423 G Roof Special Girder 1 1 Job Reference (optional) test [;oast i russ, t-t. vierce, 1-L - ZKV41 i, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Jan 1415:31:30 2022 Page 2 ID:5ww339MuYE7mPA1gZOk9SCzxjM_ ncxp wnwQMfJuJPKL9Jz8cFTa7KvYTLgxpUtldzvOrB LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=90, 3-4=-90, 4-5=90, 5-7=90, 14-15=-20, 12-13=20, 12-17=20 Concentrated Loads (lb) Vert: 5=79(B) 9=78(B) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not Nil' at russ system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply=tional) �HO T26547615J43423 MONOPITCH 1 1 Fast toast I cuss, Ft. fierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:31:31 2022 Page 1 ID:5ww339MuYE7mPA1gZOk9SCzxjM_ FpVBBGoZBgnAWS_WvsgChpogoXmVHwwpATDQH4zvOrA 7-1-9 14-3-2 7-1-9 7-1-9 6.00 12 3x6 Scale = 1:46.6 3x4 11 4x4 = 3x4 = 3x6 = 0-gr12 7-1-9 14-3-2 0 12 7-0.13 7-1-9 Plate Offsets (X,Y)— [1:0-1-12,0-1-8], [4:0-2-0,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.62 Vert(LL) 0.06 5-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.45 Vert(CT) -0.09 5-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix -AS Weight: 93 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 4-5, 2-5 4-5,1-8: 2x6 SP No.3 REACTIONS. (size) 5=0-5-2, 8=0-5-2 Max Horz 8=264(LC 8) Max Uplift 5=401(LC 8), 8=231(LC 8) Max Grav 5=759(LC 1), 8=759(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=912/221, 4-5=265/102, 1-8=-692/170 BOT CHORD 7-8=-398/334, 5-7=384/703 WEBS 2-7=-148/263, 2-5=799/439, 1-7=-12/403 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project for live load loading t%11111111111 ,# engineer responsible verifying applied roof shown covers rain requirements specific �`iJUS c to the use of this truss component. I� 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It isG E N S ••. �i� V F ••• �� 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. 34869 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 fa 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) except (jt=lb) j 5=401, 8=231. '0 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. /O N A,'1181111,'�,,�� Julius Lee'PE No.34869 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa IL 33610 Date: January 18,2022 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 verity the applicability of design parameters and properly incorporate this design into the overall' building design. Bracing Indicated is to prevent buckling of individual W ss 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 Criterta, 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 Jab Truss Truss Type Qty Ply Baker Residence T26547616 J43423 H02 MONOPITCH 9 1 Job Reference (optional) East L'oast r rubs, rt. rierce, FL - aveva, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:31:32 2022 Page 1 ID:5ww33gMuYE?mPA1 gZOk9SCzx M= j?3aPbpByzvl7cLTaLRDOKrQx5fOM8zP7z_gWzvOr9 8-2-3 15-7-10 ' 8.2-3 7-5.7 6.00 12 4x4 11 5 3x4 = 2x4 11 4x4 = 3x4 = 3x6 = Scale = 1:46.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.63 Vert(LL) 0.08 6-8 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.45 Vert(CT) -0.12 6-8 >999 180 BCLL 0.0 Rep Stress ]nor YES WB 0.29 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight; 96 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-6,2-9: 2x6 SP No.3 REACTIONS. (size) 6=0-5-2, 9=0-5-2 Max Horz 9=295(LC 8) Max Uplift 6=-397(LC 8), 9=308(LC 8) Max Grav 6=746(LC 1), 9=949(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-904/225, 5-6=285/109 BOT CHORD 8-9=338/196, 6-8=392/704 WEBS 3-6=476/435, 2-8=55/585, 2-9=-868/217 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-6, 3-6 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever 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) 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 (A=lb) 6=397, 9=308. 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. ,������VLIUS CF���i�i .� .... ENS 34869 ?��. ��tl Al - Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 WARNING -Verity 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 Iva a truss system. Before use, the building designer must verify the applicability of design parameters and prop edy Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSUrP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Baker Residence T26547617 J43423 J01G Hip Girder 1 2 Job Reference (optional) Casi Goasi t russ, Ft. Pierce, FL - 34u4b, i 6.00 12 3x6 1 c s s 11 g HUS26 4x4 II LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 1-9,4-5: 2x6 SP No.3 REACTIONS. (size) 9=0-8-0, 5=0-8-0 Max Horz 9=68(1_C 23) Max Uplift 9=-434(LC 8), 5=456(LC 8) Max Grav 9=3222(LC 1), 5=3561(LC 1) 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:31:33 2022 Page 1 mPA1gZOk9SC7xi_-BBdycxgpjHlulm8vOHsgmEt2MLR81mT6dniXMyzvOr8 3-5-0, Special 4x8 = Special NAILED II 4x4 = 2 10 3 12 8 13 14 HUS26 4x4 = HUS26 HJC26 NAILED 3x6 4 6 15 16 c 6' 4x4 = HUS26 C — HUS26 5 4x6 II 12-8-0 4 lN Scale = 1:26.4 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TC 0.49 Vert(LL) -0.04 5-7 >999 240 MT20 2441190 BC 0.50 Vert(CT) -0.07I 5-7 >999 180 WB 0.48 Horz(CT) 0.01 5 n/a n/a Matrix -MS Weight: 160 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 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 1-2=3831/584, 2-3=-3449/556, 3-4=3847/585, 1-9=-2413/392, 4-5=-2402/390 BOT CHORD 8-9=-106/770, 7-8=477/3390, 5-7=98/789 WEBS 2-8=-39/1200, 3-7=57/1290, 1-8=-410/2655, 4-7=-408/2621 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 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; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 platelgrip 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) 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. 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 joints) except Ut=lb) 9=434, 5=456. 11) 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 1-8-12 from the left end to 11-8-12 to connect truss(es) to front face of bottom chord. 12) Use USP HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent at 4-7-14 from the left end to connect truss(es) to back face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 13) Fill all nail holes where hanger is in contact with lumber. J-1Ua (U.14ts"XJ") or s-1 LO (U.14U xJ.2b") toe -nags per Nos guldllnes. ,`�ILIIIIIfIII�I ,juus 34869 o. BONA` 11,��•, Julius Lee'PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18.2022 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEF6'RE USE. ' Design valid for use only 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 ANSUTP/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 1 Tampa, FL 36610 Job ss Truss Type Qty Ply Baker Residence 7J01 T26547617 J43423 G Hip Girder 1 Job Reference o tional wa.r " oee, rt. rrerca, rL - �V"CO, tf.46 u s Aug 16 2U21 MI I eK Industries, Inc. Fn Jan 14 15:31:33 2022 Page 2 NOTES- ID:5ww339MUYE7mPA1 gZOk9SCzxjM_-BBdycxgpjH1 ulm8vOHsgm Et2MLR8lmT6dniXMyzvOr8 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 285 lb down and 221 lb up at 4-7-8, and 285 lb down and 221 lb up at 8-0-8 on top chord, and 110 lb down and 46 lb up at 7-11-12 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=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=90, 2-3=90, 3-4=90, 5-9=20 Concentrated Loads (lb) Vert: 2=89(B) 3=-89(B) 8=54(B) 7=899(F=845, B=54) 10=67(B) 11=845(F) 12=845(F) 13=845(F) 14=-18(B) 15=-845(F) 16=847(F) IL 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 Mal 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 ANS11TP/f 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 Baker Residence T26547618 J43423 K01G ROOF SPECIAL GIRDER 2 1 Job Reference (optional) East Coast f russ, ri. rlerce, rL - s4a4o, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:31:34 2022 Page 1 ID:5ww339MuYE?m PA1 gZOk9SCzxjM_-fOBKgHgRUb91Nwi5a_NvIRQFNIm UUHxGsRS5uOzvOr7 4 0 0 84-0 10.3-4 11-8-8 4 0-0 44-0 1-114 6.00112 sxo — Scale: 3/8"=1' Plate Offsets (X,Y)— [4:0-0-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.34 Vert(LL) 0.14 8-9 >864 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.56 Vert(CT) -0.19 8-9 >612 180 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 77 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* except end verticals. 4-7: 2x6 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: 8-9. 1-9: 2x6 SP No.3 REACTIONS. (size) 9=0-8-0, 7=0-7-4 Max Horz 9=-137(LC 8) Max Uplift 9=-300(LC 8), 7=320(LC 8) Max Grav 9=504(LC 1);7=643(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-251/221 BOT CHORD 8-9=-95/331, 6-7=693/370, 4-6=-646/366 WEBS 2-9=-418/256, 4-8=306/439 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 9=300, 7=320. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"4.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb down and 284 Ito up at 8-4-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=90, 2-3=-90, 3-5=90, 7-9=20, 6-10=-20 Continued on page 2 34869 r _ Imo, •. • • ��' �� Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East,Bivd. Tampa FL 33610 Date: January 18,2022 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 ANSI/TPI1 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sufte203 Waldorf, MD20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baker Residence T26547618 J43423 K01G ROOF SPECIAL GIRDER 2 1 Job Reference (optional) yam wear r i u rr. riv—, rL -. Vn , 6.4JU S Aug 16 ZU21 MI I eK Industries, Inc. Fri Jan 14 15:31:34 2022 Page 2 10:5ww339MuYE?mPA1gZOk9SCncjM_ fOBKgHgRUb91Nwi5a_NvIRQFNImUUHxGsRS5uOzvOr7 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=118 14=2(13) 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 MTek0 connectors. This design is based only upon parameters shown, 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 ANSYM11 Quality Crlterfa, 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 s Truss Type Qty Ply Baker Residence TKOm2 T26547619 J43423 ROOF SPECIAL 2 1 Job Reference o tional tast coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:31:35 2022 Page 1 ID:5ww339MuYE7mPA1 gZOk9SCzxjM_ 7alil dr3FuHb_4HH8iv8rfySe8BpDkKP55BeQrnOr6 1-9 8 6-1 8 10-0-12 11_8-0 1-9 8 4 4 0 3-11-4 15 4 6.00112 3xd LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 30.0 Plate Grip DOL 1.33 TC 0.24 Vert(LL) TCDL 15.0 Lumber DOL 1.33 BC 0.23 Vert(CT) BCLL 0.0 Rep Stress [nor YES WB 0.20 Horz(CT) BCDL 10.0 Code FBC2020fTP]2014 Matrix -AS in (loc) Udefl L/d PLATES GRIP 0.04 8-9 >999 240 MT20 244/190 -0.05 8-9 >999 180 0.00 7 n/a n/a I I I LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 4-7: 2x6 SP No.3 WEBS 2x4 SP No.3 *Except* 1-9: 2x6 SP No.3 REACTIONS. (size) 9=0-5-8, 7=0-7-4 Max Horz 9=-133(LC 8) Max Uplift 9=-264(LC 8), 7=206(LC 8) Max Grav 9=512(LC 1), 7=727(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=282/159, 3-4=401/150 BOT CHORD 6-7=698/178, 4-6=660/180 WEBS 2-9=-468/210, 4-8=99/361 NOTES - Scale = 1:31.3 Weight: 80 lb FT = 20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=264, 7=206. 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\'iUs S. •'�G E N S �i� 34869 • E% �%♦♦♦ Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 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 MTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall �• building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnfonnalion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baker Residence T26547620 J43423 K03 ROOF SPECIAL 1 1 Job Reference (optional) test L oast I russ, K. Fierce, rL - :14S415, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:31:36 2022 Page 1 ID:5ww339MuYE?mPA1 gZOk9SCzxjM_-bmJ4FzshOCPScEsUiPQNOsVaiYVtyCfYKIxBzHzvOr5 4-2-4 10-0-12 116-0 4-2.4 5-10-8 1 3x6 _ x4 ' Ito 0 8 2x4 11 3x8 = 6 2x4 11 Scale = 1:33.2 Plate Offsets (X,Y)—[2:0-2-4,0-2-41,[3:0-0-12,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.42 Vert(LL) 0.04 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.30 Vert(CT) -0.05 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 78 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. 3-6: 2x6 SP No.3 WEBS 2x4 SP No.3 *Except* 1-8: 2x6 SP No.3 REACTIONS. (size) 8=0-5-8, 6=0-7-4 Max Horz 8=-140(LC 8) Max Uplift 8=-269(LC 8), 6=201(LC 8) Max Grav 8=512(LC 1), 6=727(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-480/241, 2-3=406/124 BOT CHORD 5-6=-668/145, 3-5=661/159 WEBS 1-7=-242/392, 2-7=306/78 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 8=269, 6=201. 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. IIIIIII'r,I US ,�. •.��G E Ng�.• ii No 34869 ••� • . . •�(/ s RX 10N1A' Julius Lee PE No.348,69 II USA, Inc. FL Cart 6634 6904 Parke East.Blvd. Tampa FL 33610 Date:. January 18,2022 A 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 fg�Nil' 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 ANS171 P/1 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply=(optional) ce T26547621 J43423 K04G ROOF SPECIAL GIRDER 2 Last toast I russ, Ft. Pierce, f L - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:31:37 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_ 3ysTSJtJmWXJENRgF7xcw42gRypBhhPiYPgRrjzvOr4 5-5-8 5-5-8 24 11 v N 5-5.8 ' 55-8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud TCLL 30.0 Plate Grip DOL 1.33 TIC 0.74 Vert(LL) 0.05 3-4 >999 240 TCDL 15.0 Lumber DOL 1.33 BC 0.43 Vert(CT) -0.09 3-4 >660 180 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP I I I LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.3 *Except* BOT CHORD 2-4: 2x4 SP No.3 REACTIONS. (size) 4=0-5-8, 3=0-8-0 Max Horz 4=-155(LC 6) Max Uplift 4=-140(LC 4), 3=104(1_10 8) Max Grav 4=311(LC 1), 3=322(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:24.5 PLATES GRIP MT20 244/190 Weight: 34 lb FT = 20% Structural wood sheathing directly applied or 5-5-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=140, 3=104. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"0.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate'lncrease=1.33 Uniform Loads (plf) Vert: 1-2=90, 3-4=20 Concentrated Loads (lb) Vert: 5=-83(F) `��ltlllll/I1II ♦♦♦♦���VLi IS No 34869 i• O = r '.��, • •.•mot O R , o P �\_�,� s Julius Lee PE No:34869 MiTek USA, inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 oftmsses and truss systems, see ANSUTP11 Quality Ctiteds, 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 Oty Ply Baker Residence T26547622 J43423 K05 ROOF SPECIAL 6 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:31:37 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM= 3ysTSJtJmWXJENRgF7xcw42mFysfhh_YPgIVzvOr4 6-10-0 6-10-0 2x3 11 Scale = 1:24.5 Yn� — 2x3 II LOADING (psf) SPACING- 2-0 0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.37 TCDL 15.0 Lumber DOL 1.33 BC 0.21 BCLL 0.0 Rep Stress Incr YES WB 0.06 BCDL 10.0 Code FBC2020frP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.3 *Except* 2-5: 2x4 SP No.3 REACTIONS. (size) 5=0-5-8, 4=0-8-0 Max Horz 5=-126(LC 8) Max Uplift 5=-154(LC 8), 4=101(LC 8) Max Grav 5=236(LC 1), 4=490(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-423/39 I� DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) 0.03 4-5 >999 240 MT20 244/190 Vert(CT) -0.04 4-5 >999 180 Horz(CT) -0.00 4 n/a n/a Weight: 38 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; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever 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) 5=154, 4=101. 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. sv'IUS •DENS �� 34869 CC +� • 90,�• •, ��i F • ; .O R % P • ��,� J*,, Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East.Blvd. Tampa FL 33610 Date:. January 18,2022 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall t 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-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 Qty Ply Baker Residence T26547623 J43423 M01G HALF HIP GIRDER 2 1 Job Reference (optional) Cuasi Truss, Pi. Pierce, FL - 34u46, ::! 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:31:38 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjK_ Y9QrgfuyXpfArXOspgSrTHay4MCB05xm3Q11AzvOr3 1-5-4 3 8-8 4-11-8 84-8 1-5.4 1-3-0 3-5-0 4x4 = Special NAILED 2x3 II 6.00 12 4 13 5 7 2x3 11 3x10 = 3x4 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2020rrP12014 CSI. TIC 0.30 BC 0.25 WB 0.20 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except* 2-8: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 3-7: 2x6 SP No.3 REACTIONS. (size) 6=Mechanical, 7=0-8-0 Max Horz 7=242(LC 8) Max Uplift 6=-267(LC 8), 7=305(LC 8) Max Grav 6=191(LC 18), 7=835(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-7=-372/30 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) 0.05 6-7 >999 240 MT20 244/190 Vert(CT) 0.04 6-7 >999 180 Horz(CT) -0.00 6 n/a n/a Scale = 1:34.7 Weight: 71 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 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; VuR=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=Bft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; porch left 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 atjoint(s) except Ut=lb) 6=267, 7=305. 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) 219 lb down and 186 lb up at 4-11-8 on top chord, and 71 lb down and 46 lb up at 4-11-8 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 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Continued on page 2 ��{{,IIIII/II •.-`C E N S�.••• � r 34869 • Q ��� F• • O R,OQ.�`�,`. 111lllllfll�\�, Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 A 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 PYRE, builtling design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 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 Baker Residence T26547623 J43423 M01G HALF HIP GIRDER 2 1 Job Reference (optional) test l:oast I russ, m. Nlerce, FL - 34U46, LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=90, 4-5=-90, 9-10=20, 6-8=-20 Concentrated Loads (Ib) Vert: 4=-7(F) 13=-5(F) 14=-3(F) 15=11(F) 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Jan 1415:31:39 2022 Page 2 ID:5ww339MuYE?mPA1gZOk9SCzxhL70L_Dt?ual7n1Thb2NYz4?V77gmYQ9YB?019sZczvOr2 A 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 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 ANS11TP1f 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 Oty Ply Baker ResidenceT26547624 :::3 J43423 HALF HIP 2 1 Job Reference (optional) East toast I russ, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Jan 1415:31:39 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM-0L—Dt?ual7n1Thb2NYz4?V79jmYm9Z1?Oj9sZczvO2 1 5 4 3 8 8 6-11.8 84-8 1-5 4 2-3-4 3-3-0 1-5-0 =w 4x4 = 2x3 II 7 6 2x3 II 3x6 = 4x8 II Scale = 1:40.5 Plate Offsets (X,Y)—[2:0-1-0,0-1-81,[3:0-0-12,0-2-01 [6:0-2-12,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.18 Vert(LL) 0.02 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.23 Vert(CT) -0.03 6-7 >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 FBC2020/TP12014 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'Except' BOT CHORD Rigid ceiling directly applied. 2-8: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 3-7: 2x6 SP No.3 REACTIONS. (size) 6=Mechanical, 7=0-8-0 Max Horz 7=281(LC 8) Max Uplift 6=-213(LC 8), 7=163(1_43 8) Max Grav 6=81(LC 1), 7=824(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-7=-532/0 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108tt; 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 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 Qt=lb) 6=213, 7=163. 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. Ap 34869 �i ' /O N A' ,' �%%%% Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East.Bivd. Tampa FL 33610 Date: January 18,2022 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 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 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Baker Residence T26547625 J43423 M03G HIP GIRDER 2 1 Job Reference (optional) r=ebr wabr r rubb, rr. rierce, rL - Jgsvo, 6.43U s Aug 16 ZU21 MITek Industries, Inc. Fri Jan 14 15:31:40 2022 Page 1 ID:5ww339MuYE?m PA1 gZOk9SCzxjM_-UXYb4LvC3Rwu5rAFxFUJYigHZ9u1u0IBENvP62zvOr1 1-54 3-8-8 4-11.8 84-8 1-5- 2-3-4 1-3-0 3-5-0 4x4 = 2x3 I I Special NAILED ennFi—q- Scale: 3/8"=T LJ[J II JJ[4 154 348 $88 84-8 15-0 1-11-4 -4 4-8-0 Plate Offsets (X,Y)—[2:0-1-0,0-1-81,[4:0-2-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.36 Vert(LL) -0.02 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.23 Vert(CT) -0.03 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.18 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 66 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* except end verticals. 2-8: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* 3-7: 2x6 SP No.3 REACTIONS. (size) 6=Mechanical, 7=0-8-0 Max Horz 7=21 O(LC 8) Max Uplift 6=-198(LC 8), 7=311(LC 8) Max Grav 6=231(LC 18), 7=860(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-7=-395/75 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=18ft; B=108ft; L=70ff; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left exposed; porch left 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 Gt=lb) 6=198, 7=311. 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) 214 lb down and 177 lb up at 4-11-8 on top chord, and 135 lb down and 52 lb up at 4-11-8 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 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Continued on page 2 ,111111111I1,,,` .� •DENS. '*i 34869 �ONA� E��% Julius Lee PE No.34869 MiTek USA, Inc. FL Oert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 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 HIE* building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mew 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 Duality 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 Baker Residence T26547625 J43423 M03G HIP GIRDER 2 1 Job Reference (optional) test [;oast I russ, Ft. Pierce, FL - 34946. 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Jan 14 15:31:40 2022 Page 2 ID:5ww339MuYE?mPA1 gZOk9SCzxjM_-UXYb4LvC3Rwu5rAFxFUJYigHZ9u1 u018ENIvP62zv0r1 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=90, 4-5=90, 9-10=20, 6-8=-20 Concentrated Loads (Ib) Vert: 4=-12(F) 13=47(F) 14=14(F) 15=-18(F) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19J2020 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 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 iVliTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Cdteda, 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 s Truss Type City Ply Baker Residence TMP04 T26547626 J43423 HALF HIP 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:31:412022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_ yk6zlgwggk2li?IRUy?Y5wCV5ZEadSylTleyeVzvOrO 1V 36-11-8 8 4 8 1-5r 23-8-8 4 3-3-0 150 04 = 2x3 11 2x3 II 3x10 = 3x4 = 8A-8 Scale=1:36.8 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020rTP12014 CSI. TC 0.18 BC 0.21 WB 0.25 Matrix -AS DEFL. in Vert(LL) 0.02 Vert(CT) -0.03 Horz(CT) -0.00 (loc) Vdefl Ud 6-7 >999 240 6-7 >999 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 70 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. 2-8: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 3-7: 2x6 SP No.3 REACTIONS. (size) 6=Mechanical, 7=0-8-0 Max Horz 7=248(LC 8) Max Uplift 6=179(LC 8), 7=197(LC 8) Max Grav 6=103(LC 18), 7=824(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-7=-302/91, 4-7=305/0 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=18ft; 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 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 atjoint(s) except (jt=lb) 6=179, 7=197. 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. %tilllll►1,f" US •• PENS 34869 0% ,N A� 1t? Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 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 MTelc® connectors. This design is based only upon parameters shown, 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 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/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 Type Qty Ply Baker ResidenceT26547627 JMG J43423 Monopitch Girder 4 1 Job Reference (optional) tasr toast I russ, m. merce, FL - 34V41b, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:31:42 2022 Page 1 ID:5ww339MuYE7mPA1gZOk9SCzxjM_ QwgMVOxSb2AcK9Kd2gXnd7lYjzQWMyjRihOWAxzvOr7 5-M 5.0.0 2x3 11 5-M 5-0-0 2x3 11 ••••�"' 4x4 = NAILED Scale = 1:23.1 Plate Offsets (X,Y) - (1:0-0-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.70 Vert(LL) -0.10 3-4 >534 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.87 Vert(CT) -0.19 3-4 >292 180 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -MP Weight: 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 8-10-14 oc bracing. 1-4: 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 4=0-8-0 Max Hom 4=88(LC 8) Max Uplift 3=-178(LC 8), 4=39(LC 8) Max Grav 3=541(LC 1), 4=563(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=290/164 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `,{{{11111►II", ,,♦♦♦ to e use of I s truss component. ,, 1U S `F 4 Astirequested, I tes have not been designed to provide for placement tolerances or rough handling and erection conditions. It is P 9 P P 9 9 � � F the responsibility of the fabricator to increase plate sizes to account for these factors. ,�� . • G E N S •• ♦i♦ F•I•• 5) Gable studs spaced at 2-0-0 oc. �� •� V 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 34869 •: 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 * :• 7� will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical truss to bearing 100 lb 4 f 'U : • 1Z connection (by others) of plate capable of withstanding uplift at joint(s) except Qt=lb) 3=178. 10) Use USP SUH24 (With 4-10d nails into Girder & 2-10d x 1-1/2 nails into Truss) or equivalent at 1-7-12 from the left end to connect truss(es) to back face of bottom ♦j •. �� chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) "NAILED" S1s . R . indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 13) In the LOAD CASE(S) I �O E �% section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Jullus Lee PE No.34869 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 MiTek USA, Inc. FLCert6634 Uniform Loads (plf) 6904 Parke East Blvd. Tampa FL 33610 Vert: 1-2=90, 3-4=20 Date:. January 18,2022 Continued on page 2 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not q a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall wi 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 ss Truss Type Qty Ply r Residence �MGOI T26547627 J43423 Monopitch Girder 4 1 rJeferenca to tional ,It vl— 11 u , r-r. rrerce, rl� - . vlo, t0.44u S AUg 16 Zuz1 mi I eK inaustnes, Inc. Fri Jan 14 15:31:42 2022 Page 2 ID:5ww339MuYE7mPA1gZOk9SCzxjM_ QwgMVOxSb2AcK9Kd2gXnd7lYjzQWMyjRihOWAxzvOr7 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 5=95(13) 6=-374(B) 7=155 fl 8=29(B) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. gal' valid for use only 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 p A building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing tytiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 Quafrty Criteria, DSS-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 ss Truss Type Qty Ply Baker Residence TMG T26547628 J43423 02 Monopitch Girder 1 1 Job Reference (optional) cast t,oabt r rubs, rt. rierce, rL - sga4o, UZU S Aug 16 ZUZ1 MI I eK Industries, Inc. Fri Jan 14 15:31:43 2022 Page 1 ID:5ww339MuYE7mPA1gZOk9SCzxjM_ u6EkjMx4MMITylugcN20ALIjiNgS5PzaxL73iNzvOr 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 30.0 Plate Grip DOL 1.33 TC 0.62 Vert(LL) -0.06 3-4 >950 240 TCDL 15.0 Lumber DOL 1.33 BC 0.56 Vert(CT) -0.11 3-4 >505 180 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 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP SS WEBS 2x4 SP No.3 `Except` BOT CHORD 1-4: 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 4=0-8-0 Max Harz 4=88(LC 8) Max Uplift 3=-190(LC 8), 4=167(LC 8) Max Grav 3=856(LC 1), 4=1171(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:21.3 PLATES GRIP MT20 244/190 Weight: 32 lb FT = 20% Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 8-9-8 oc bracing. NOTES- 1) Wind: ASCE 7-16; VuIt=160mph (3-secand gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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) except (jt=lb) 3=190, 4=167. 8) 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 1-0-12 from the left end to 3-0-12 to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 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=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=90, 3-4=20 Concentrated Loads (lb) Vert: 5=760(F) 6=758(F) rj111111#fill J $ REF •' G E Ng hin i� .• 34869 r � :XZ OR I Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904-Parkti East Blvd. Tampa FL 33610 Date:, January 18,2022 ® 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 ony 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 Dal 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 Criferta, 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 s Truss Type Qty PlyL Residence TMV2 T26547629 J43423 Valley 2 ference o tional East Goast I russ, Pt. Pierce, I-L - s4a4o, 2x3 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:31:44 2022 Page 1 ID:5ww339MuYE?m PA1 gZOk9SCzxjM_-MJn6wiyi7fQIQSTOA5ZFYg09nI?gsck9?tcEpzvOgz 2-0-0 2-0.0 Scale = 1:7.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TIC 0.07 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.03 Vert(CT) Na 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 - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=2-0-0, 2=2-0-0, 3=2-0-0 Max Horz 1=26(LC 8) Max Uplift 1=-6(LC 8), 2=-25(LC 8) Max Grav 1=76(LC 1),2=63(LC 13),3=28(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puriins. 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=4.0psf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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. ��I111111,,� )LIU S �� ' • 4S' • �i 34869 10 R •• G�,�` still Julius Lee. PE No.34869 MfTek USA, Inc. FL Cert 6634 69D4 Parke East'Blvd. Tampa FL 33610 Date: January 18,2022 A WARNING - Venfy 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 MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, notq, 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 oftrusses and truss systems, see ANSIITP11 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 Baker Residence T26547630 J43423 MV4 Valley 2 1 Job Reference (optional) Last GOast I fuss, Ft. Pierce, FL - 34945, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:31:45 2022 Page 1 ID:5ww339MuYE7mPA1 gZOk9SCzxjM_-gVLU82zLuzYBBc2Cjo4UFm N6KAbXZjstOfcAmGzvOgy 2x3 - 2x3 II Scale = 1:12.8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.42 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.21 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix-P Weight: 14 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 except end verticals. WEBS 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=62(LC 8) Max Uplift I=14(LC 8), 3=-45(LC 8) Max Grav 1=178(LC 1). 3=180(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=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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. ,,(1111111/11", 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 �� pu) S F .*,, will fit between the bottom chord and any other members. < F �� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. ,�� .•'�G E (� S+ ••. �i� No 3486.9 •• .C..c`4 O R , O P• �`_,�� ,�`SS,ONIA E����• Julius Lee'PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East.Bivd. Tampa FL 33610 Date: January 18,2022 -- WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Baker Residence T26547631 J43423 MV38 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 2x3 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:31:44 2022 Page 1 ID:5ww339MuYE?m PA1 gZOk9SCzxjM_-MJn6wiyi7fQIQSTOA5ZFYgyznGzgsck9?tcEpzvOgz 3-8-0 3-8-0 2x3 II Scale: V=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TIC 0.33 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.16 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 12 lb FT = 20% 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) 1=3-8-0, 3=3-8-0 Max Horz 1=56(LC 8) Max Uplift 1=-13(LC 8), 3=-40(LC 8) Max Grav 1=160(LC 1), 3=162(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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) 1, 3. ,)UuS No 34869 �ON A� ��.*��` Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:, January 18,2022 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ® 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 ANShTP/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 Baker Residence T26547632 J43423 MV46 Valley 1 1 Job Reference o tional Fast coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:31:46 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_ JhvsLO_zfHg2pmdPHWbjozwLOazglmVldlMjlizvOgx -01 -12 2-3-6 4-6-12 0-9-12 2-3-6 2-3-6 Scale = 1:17.9 7 6 3x6 11 1 x4 11 2x3 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.15 Vert(LL) 0.00 1 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.08 Vert(CT) 0.00 1 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 FBC2020rrP12014 Matrix-P Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-14 REACTIONS. (size) 6=4-6-12, 2=4-6-12, 7=4-6-12 Max Horz 2=100(LC 8) Max Uplift 6=22(LC 8), 2=-1O(LC 8), 7=86(LC 8) Max Grav 6=92(LC 13), 2=187(LC 1), 7=293(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 4-6-12 oc purlins, except end verticals. Rigid ceiling directly applied or 10-6-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 pat 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) 6, 2, 7. "%till III//I'IrlI No 3486.9 0 OR I 011111 Julius Lee PE No;34869 MiTek USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 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 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/1 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baker Residence T26547633 J43423 MV58 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:31:46 2022 Page 1 ID:5ww339MuYE7mPA1 gZOk9SCzxjM_-JhvsLO_zfHg2pmdPHWbjozwK8azKImN 1 dlMj IizvOgx 2-10-0 5-8-0 2-10-0 2-10-0 2x3 II 5 4 2x3 1x4 II 2x3 II Scale = 1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.23 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.10 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-P Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=5-8-0, 4=5-8-0, 5=5-8-0 Max Horz 1=94(LC 8) Max Uplift 4=-30(LC 8), 5=-86(LC 8) Max Grav 1=84(LC 1). 4=118(LC 13), 5=343(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=282/110 Structural wood sheathing directly applied or 5-8-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 jive load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. tt/11111jiI pous ' G ESN S 34869 r . � Julius Lee, PE No:34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 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 1e 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 ANSUTF11 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 Baker Residence T26547634 J43423 P601 Piggyback 1 1 Job Reference o lional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:31:47 2022 Page 1 ID:5ww339MuYE7mPA1 gZOk9SCzxjM_ nuTFYk7bQaouQwCbrD6yKBSTE_IN 1 CCAry5Hg8zv0gw 55-10 9-5-15 14-11-9 55-10 4-0-5 5-5-10 Scale = 1:25.3 4x4 = 4x4 = Iot I 3x4 = 9 8 7 3x4 = 1x4 11 3x4 = 14-11-9 14-11-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.33 Vert(LL) 0.01 6 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.18 Vert(CT) 0.02 6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 49 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. All bearings 13-0-14. (lb) - Max Horz 2=79(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 7, 5 Max Grav All reactions 250 lb or less atjoint(s) except 2=292(LC 1), 9=496(LC 17), 7=496(LC 18), 5=292(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-9=-385/96, 4-7=385/96 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=18ft; B=108ft; L=70ft; eave=8ft; 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) 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 chard bearing. 7) This truss has been designed for a 10.0 pelf 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 atjoint(s) 2, 9, 7, 5. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ,,`11111IS L4�'1111/���,,, EN • �.0 No 34869 .4 S �' .0R1 �' • �j�>� S'ONAOC , Julius Lee'PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5f19/2020 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 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 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 Baker Residence T26547635 J43423 PB02 Piggyback 6 1 Job Reference (optional) test L oast I russ, m. Tierce, rL - 34a46, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:31:48 2022 Page 1 ID:5ww339MuYE?m PA1 gZOk9SCzxjM_-F41 dm4?DBuw124nnPxdBtO?ghOfZmfQJ4crgNbzvOgv 7-5-12 14-11-9 7-5-12 7-5-12 3x4 = 4x4 = 1x4 II 3x4 = 1x4 II 3x4 = Scale = 1:25.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.22 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.12 Vert(CT) 0.00 6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 6 n/a file BCDL 10.0 Code FBC2020rTP12014 Matrix-S Weight: 52 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-0-14. (lb) - Max Horz 2=-109(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 6 except 11=107(LC 8), 8=107(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 2, 6 except 10=385(LC 1). 11=428(LC 13), 8=427(LC 14) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-10=-301/35, 3-11=-356/135, 5-8=356/135 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=18ft; B=108ft; L=70ft; eave=8ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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, 10, 6 except (jt=lb) 11=107, 8=107. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ,,/1111111111jII %%%`�VL1US LFF��i,. 34869 '0: r F •. 0RIOP\��� i 00 .• 4#O N AL 11// jn 11100%� Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 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 ago' 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 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 m a Job s Truss Type City Ply Baker Residence FPB03 T26547636 J43423 Piggyback 1 1 Job Reference (optional) East toast Truss, Ft. Pierce, FL - 34946, 75-12 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:31:49 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_iGb?zPOryC2cgDMzye9QPcYr8o_iV6hTJGaNvlzvOqu 22-M 24-0-0 15-0-12 1-11-a Scale = 1:42.4 4x4 = 1t$ tm Ia d 3x4 = 19 18 17 16 15 14 13 12 3x4 = 1x4 II 1x4 II 1x4 II 3x4 = Plate Offsets (X,Y)— [6:0-2-4,0-2-0[,[9:0-4-0,0-1-15[ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.24 Vert(LL) -0.00 10 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.13 Vert(CT) -0.00 11 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-S Weight: 82 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 22-7-6. (lb) - Max Horz 2=109(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 12, 13, 14, 10 except 17=-101(LC 8), 19=106(LC 8) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 17=363(LC 14), 18=383(LC 1), 19=427(LC 13), 15=282(LC 1), 12=315(LC 18), 13=302(LC 1), 14=318(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 5-17=312/121, 4-18=-297/24, 3-19=356/135, 9-12=258/81, 8-13=252/74, 7-14=-264/95 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=1Bft; B=108ft; L=70ft; eave=8ft; 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) 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) 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, 15, 12, 13, 14, 10 except Qt=lb) 17=101, 19=106. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ��111111111�I 34869 Julius Lee'PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. January 18,2022 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 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 permanent bracing M iTe k' I s always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPlf quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baker Residence T26547637 J43423 PBO4 Piggyback 1 1 Job Reference (optional) masi Loos= I russ, ri. rlerce, rL - 34`J46, 6.43U s Aug 16 2021 MiTeK Industries, Inc. Fri Jan 14 15:31:50 2022 Page 1 ID:5ww339MuYE7mPA1gZOk9SCzxjM_ BT9NBI1TjVATHNxAWLgfyp4?XBK6EYvcYwKxRTzvOgt 7-5-12 11-0-1 20-" 24-6-0 7b12 i 3-6-4 9-6-7 3-11 4x4 = Scale = 1:42.4 3x4 = .� .,. .. .. .., ._ .. 3x4 = 3x4 = LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.27 Vert(LL) 0.00 10 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.11 Vert(CT) 0.00 10 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-S Weight: 86 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 22-7-6. (lb) - Max Horz 2=109(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 11, 12, 9 except 15=101(LC 8), 17=111(LC 8) Max Grav All reactions 250 lb or less at joints) 2, 9 except 15=435(LC 18), 16=387(LC 1), 17=449(LC 13), 13=306(LC 1), 11=402(LC 18), 12=303(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 5-15=-359/133, 4-16=305/32, 3-17=378/144, 6-13=-252/82, 8-11=-311/90, 7-12=-258/76 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=18ft; B=108ft; L=70ft; eave=8ft; 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) 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 1x4 MT20 unless otherwise indicated. 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, 13, 11, 12, 9 except (jt=lb) 15=101, 17=111. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. •� G E N S '�i 34869 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 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 applicabilityof 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 Duality 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 Baker Residence T26547638 J43423 PBO5 Piggyback 1 1 Job, eference (optional) casr uuasr I Fuss, ri. Fierce, t-L - 39e4b, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:31:512022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_-ffj 7-5-12 15-12 21-0-3 10525TpIKvXWM43BuV1dBZbgCz?Bmma3U_vzvOgs 124-0-0 75-12 3-11-15 9-6-7 3-513 44 = Scale = 1:42.4 3x4 = ,1 — .. .. ... ... .. 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.25 Vert(LL) 0.00 9 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.12 Vert(CT) 0.00 10 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-S Weight: 85 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 22-7-6. (lb) - Max Horz 2=109(LC 7) Max Uplift All uplift 100 lb or less atjoint(s) 2, 13, 11, 12, 9 except 15=106(LC 8), 17=-104(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 2, 9 except 15=469(LC 18), 16=385(LC 1), 17=423(LC 13), 13=290(LC 1), 11=373(LC 18), 12=316(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 5-15=-386/141, 4-16=-304/30, 3-17=349/131, 8-11=-292/86, 7-12=-265/78 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuR=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; 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) 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 1x4 MT20 unless otherwise indicated. 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 wfihstanding 100 lb uplift at joint(s) 2, 13, 11, 12, 9 except (jt=lb) 15=106, 17=104. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. �111111111,q" •• LENS .� No 3486.9 •I� r N A El 0�� Julius Lee PE No.34869 MiTek USA, Inc. R. Cert 6634 6904 Parke East.Blvd. Tampa FL 33610 Date: January 18,2022 A 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 �Ni !a building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " iTek` is always required for stability and to prevent collapse with possible personalInjury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP/r Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply Baker Residence �PB07 T26547639 J43423 Piggyback 1 1 Job Reference o tional East Coast Truss, R. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:31:52 2022 Page 1 ID:5ww339MuYE?m PA1 gZOk9SCzxjM= 7rG7cR2kE7QBXh5Yemi71 EAMO?OuiTkv?Ep2WMzvOgr 8-3-12 14-11-9 8-3-12 6-7-13 Scale = 1:25.3 4x4 = 4x4 = 12 11 10 9 3x4 = 1x4 II 1x4 II 1x4 II 1x4 II 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.20 Vert(LL) -0.00 7 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.09 Vert(CT) -0.00 8 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2020fIP12014 Matrix-S Weight: 54 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. All bearings 13-0-14. (lb) - Max Horz 2=-97(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 7, 10, 12, 9, 11 Max Grav All reactions 250 lb or less at joints) 2, 7 except 10=295(LC 18), 12=400(LC 13), 9=399(LC 14), 11=295(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-335/131, 6-9=-334/131 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=18ft; B=108ft; L=70ft; eave=81t; 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) 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, 7, 10, 12, 9, 11 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. `{{{IIIIIIII :• 34869 9�,�•. . ���,` RI P•�. Julius Lee PE W34869 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date:, January 18,2022 A 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 property Incorporate this design Into the overall Iva building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 d Job Truss Truss Type City Ply Baker Residence T26547640 J43423 PBOS Piggyback 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:31:53 2022 Page 1 ID:5ww339MuYE?mPA1 gZOk9SCzxjK_ bl gWpn3M?QY29rflBUDMaSiXVPMmRw23EuYb2ozvOgq 4-7-13 10-3-12 14-11-9 4-7-13 5-7-15 4-7-13 Scale=1:25.3 4x4 = 1x4 II 4x4 = 3x4 = 10 9 8 3x4 = 1x4 11 1x4 11 1x4 11 14-11-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defI Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TIC 0.22 Vert(LL) 0.01 7 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.12 Vert(CT) 0.01 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-S Weight: 50 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-0-14. (lb) - Max Horz 2=-66(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=300(LC 17), 10=381(LC 1), 8=381(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-9=273/82, 3-10=281/74, 5-8=-281174 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=18ft; B=108ft; L=70ft; eave=Bft; 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) 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 atjoint(s) 2, 6, 9, 10, 8. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. L1US 34869 i'5 30 <(/�� #I//n n 111"t Julius Lee PE W24869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:, January 18,2022 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/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 Oty Ply Baker Residence T26547641 J43423 P809 Piggyback 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:31:54 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_-4EOuO74 mkgvm7ExlBkb6fFi?piLANPCSYI8aEzvOgp 12-3-12 14-11-9 12-3-12 2-7-13 Scale = 1:25.3 4x4 = 6.00 12 1x4 II 1x4 II 4x4 = 3x4 = 13 12 11 10 9 3x4 = 1x4 II tx4 II 1x4 II 3x4 = 1x4 II 14-11-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TIC 0.24 Vert(LL) -0.00 7 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.10 Vert(CT) -0.00 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 46 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 13-0-14. (lb) - Max Horz 2=35(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 12, 9, 11, 7 Max Grav All reactions 250 lb or less atjoint(s) 2, 7 except 13=326(LC 1), 12=317(LC 18), 9=326(LC 1). 11=317(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-259170, 4-12=-264/77, 6-9=-259/70, 5-11=-264/77 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=18ft; B=108ft; L=70ft; eave=8ft; 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) 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, 13, 12, 9, 11, 7 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 1111111111fill •� G E N, No 34869 i 0 • ON Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke fast Blvd. Tampa FL 33610 Date: January 18,2022 ®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 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 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Plf 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 Qty Ply Baker Residence T26547642 J43423 PB10 Piggyback 1 1 Job Reference (optional) East Goast Truss, Ft. Pierce, FL - 34946, 2x3 = 4x4 = 1x4 II 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:31:55 2022 Page 1 1mPA1gZOk9SCzxjM_ YQyGET5cX2omO8p7JvGgftnviC2lvgtLhCli7hzvOgo 5-5-8 2x3 II 2x3 11 Scale = 1:10.8 Id LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.11 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 16.0 Lumber DOL 1.33 BC 0.05 Vert(CT) 0.00 1 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 FBC2020/TPI2014 Matrix-P Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 5=4-6-3, 2=4-6-3, 6=4-6-3 Max Horz 2=57(LC 8) Max Uplift 5=-23(LC 4), 2=44(LC 8), 6=39(LC 8) Max Grav 5=115(LC 1),2=183(LC 1),6=233(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 5-5-8 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=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) 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 joints) 5, 2, 6. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. `011111111U'r..� `�VL1US �FF�i���� �. •'�GENS •i 34869 -�30 % •:��� ONAL Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. R 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 i�tlii• 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 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 Baker Residence T26547643 J43423 PB11 Piggyback 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Jan 14 15:31:55 2022 Page 1 ID:5ww339MuYE7mPA1gZOk9SC2DgM_ YQyGET5cX2omO8p7JvGgftnvjC2FvgiLhCli7hzvOqo 04-7 i 2x3 11 2x3 = 1x4 II 2x3 II 5-5-8 5-5-8 Id Scale: 3/4"=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.11 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.05 Vert(CT) -0.00 1 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 FBC2020lrP12014 Matrix-P Weight: 20 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 5=4-6-3, 2=4-6-3, 6=4-6-3 Max Horz 2=99(LC 8) Max Uplift 5=30(LC 8), 2=-3(LC 8), 6=73(LC 8) Max Grav 5=117(LC 13), 2=118(LC 1), 6=303(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 5-5-8 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=18ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements 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, 2, 6. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ,,11►IIIIIIIIIII KI 34869 r _ r r _ Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. January 18,2022 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19I2020 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 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 ANSI?P/l 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 City Ply Baker Residence T26547644 J43423 PB12 Piggyback 4 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Jan 1415:31:56 2022 Page 1 ID:5ww339MuYE?mPA1 gZOk9SCzxjM_-OcWeRp5ElLxd010Ktcn3C4K4ScOUeHyVwsnFf7zvOgn 2x3 11 4 6 5 2x3 = 1x4 II 2x3 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeO Ud TCLL 30.0 Plate Grip DOL 1.33 TC 0.11 Vert(LL) 0.00 1 n/r 120 TCDL 15.0 Lumber DOL 1.33 BC 0.05 Vert(CT) -0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 n/a file BCDL 10.0 Code FBC2020frP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 5=4-6-5, 2=4-6-5, 6=4-6-5 Max Horz 2=99(LC 8) Max Uplift 5=-30(LC 8), 2=-3(LC 8), 6=73(1_C 8) Max Grav 5=117(LC 13). 2=118(LC 1), 6=303(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:16.3 PLATES GRIP MT20 244/190 Weight: 20 Ito FT = 20% Structural wood sheathing directly applied or 5-5-10 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=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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, 2, 6. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ,,`,�1111111111jJ* ETV"g :• • 34869 Julius Lee PE No.34869 MTTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 ®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 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 gal building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Critedo, 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 Ply Baker ResidenceT26547645 J43423 P813 Piggyback ry 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:31:57 2022 Page 1 ID:5ww339MuYE?mPA1 gZOk9SCzxjM_-Up4Of96s3f3UdSzWQKIIkltEGgUNkKe9W WoB7zvOgm 3-9-0 5-5.8 3-9-0 1-8-8 4x4 = 2x3 II 3 4 Id 2x3 = 1x4 II 2x3 II Scale = 1:12.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.17 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.07 Vert(CT) 0.00 1 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 FBC2020rrP12014 Matrix-P Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 5=4-6-3, 2=4-6-3, 6=4-6-3 Max Horz 2=70(LC 8) Max Uplift 5=-19(LC 4), 2=-45(LC 8), 6=41(LC 8) Max Grav 5=73(LC 1), 2=215(LC 1), 6=243(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=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements 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) 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) 5, 2, 6. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. jVt1U S � 34869 � • O R IV."* 4rt�nnw Jullus Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904-Parke East Blvd. Tampa FL 33610 Date: January 18,2022 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 ■ al' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iViiTek' is always required for stability and to prevent collapse 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 CrlteAa, 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 Baker Residence T26547646 J43423 V4 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 2-0-0 2x3 i 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:31:57 2022 Page 1 ID:5ww339MuYE7mPA1 gZOk9SCzxjM_-Up4Of96s3f3UdSzWQKIIkItFsOi1 Nkge9W WoBZzvOgm 2x4 = 2 2x3 Scale = 1:7.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.07 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.16 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-P Weight: 11 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=-21(LC 6) Max Uplift 1=25(1-C 8), 3=-25(LC 8) Max Grav 1=152(LC 1), 3=152(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=18ft; B=108ft; L=70ft; eave=8ft; 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) 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 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) 1, 3. GEN 034869 V0 .,titP••It, ♦t� .0RX�• N♦ , ONA1-0- ' 111111100 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. January 18,2022 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not 21' a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall IMF 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 Baker Residence T26547647 J43423 V8 Valley 1 1 Job Reference o tional test coast I russ, K. Fierce, 1-L - 3494b, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:31:58 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_ y?ePsU7UgzBLFcYi_1pXHVPKOQ1i6BJoNAGMj?zvOgl 4-0-0 8-M 4-0-0 4-0-0 2x3 tx4 II 3x4 = 8-0-0 LOADING (psf) SPACING- 2-0 0 CSI. DEFL. in floc) Udefl L/d TCLL 30.0 Plate Grip DOL 1.33 TC 0.47 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.33 BC 0.20 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 FBC2020frP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-0-0, 3=8-0-0, 4=8-0-0 Max Harz 1=-52(LC 6) Max Uplift 1=-45(LC 8), 3=-45(LC 8), 4=34(LC 8) Max Grav 1=192(LC 1). 3=192(LC 1), 4=360(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-276/68 Scale = 1:14.7 24 PLATES GRIP MT20 244/190 Weight: 25 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) 1, 3, 4. 34869 53 1 % �� i/� /ONp' /E♦♦�� Julius Lee_ PE No:34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. January 18,2022 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 MITek® connectors. This design Is based only upon parameters shown, 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 �t /ot building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V'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 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 Qty Ply Baker Residence T26547648 J43423 ZCJ1 Jack -Open 38 1 Job Reference (optional) Cast roast I russ, t-t. v erce, hL -:Mft, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Jan 14 15:31:59 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_-QBCn4g87bGJBtm7uYkKmpjyZ1gNmreKxcq?vGSzvOgk 0-11.4 0-1 1-4 2x3 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 30.0 Plate Grip DOL 1.33 TC 0.15 Vert(LL) -0.00 6 n/r 120 TCDL 15.0 Lumber DOL 1.33 BC 0.21 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 FBC2020ffP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SIP No.3 REACTIONS. (size) 2=Mechanical, 3=Mechanical Max Horz 2=72(LC 1), 3=-72(LC 1) Max Uplift 3=-42(LC 8) Max Grav 3=102(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.7 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=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 Ib uplift at joint(s) 3. ,`��{IIIII►IIIII c�"�v�I IS CFFI���i .� G .ENS+ 34869 Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 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 MTTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not Iva I' 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 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 ANSI/rP/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 Qty Ply Baker Residence T26547649 J43423 ZCJ3 Jack -Open 25 1 Job Reference (optional) test UOaSt 1 russ, m. Hlerce, rL-:i484b, 8.430 s Aug 16 2021 MITek Industries, Inc. Fri Jan 14 15:31:59 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_ QBCn4gB7bGJBtm7uYkKmpjyXlgNOrevxcq?vGSzvOgk LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud TCLL 30.0 Plate Grip DOL 1.33 TC 0.26 Vert(LL) 0.00 5 >999 240 TCDL 15.0 Lumber DOL 1.33 BC 0.26 Vert(CT) 0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix -MP 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=0-8-0 Max Horz 5=55(LC 8) Max Uplift 3=23(LC 3), 4=-56(LC 1), 5=103(LC 8) Max Grav 3=11(LC 6), 4=13(LC 8), 5=390(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:12.7 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 (jt=1b) 5=103. �111111111�I •' i 34869 : 0 R i���i, SONAI % . Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East.Blvd. Tampa FL 33610 bate:. January 18,2022 I & WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119I2020 BEFORE USE. Design valid for use only 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 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 Criteda, 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 Baker Residence T26547650 J43423 ZCJ3A JACK -OPEN 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:32:00 2022 Page 1 ID:5ww339MuYE?mPA1 gZOk9SCzxjM_-u019HA91MaR2Uwi56Sr?MwVhuDjva5a5rUlTouzvOgj 1-5-4 2-11-4 1-5-4 i 1.6-0 6.00 12 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.34 TCDL 15.0 Lumber DOL 1.33 BC 0.21 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TPI2014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 *Except* 2-5: 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 5=0-7-4, 4=Mechanical Max Horz 5=55(LC 8) Max Uplift 3=60(LC 5), 4=-62(LC 8) Max Grav 3=34(LC 6), 5=376(LC 1), 4=35(LC 6) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 5-6=321/49, 2-6=275/7 2x4 11 Scale = 1:26.5 2-11 4 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) -0.00 5 >999 240 MT20 244/190 Vert(CT) 0.00 4-5 >999 180 Horz(CT) -0.04 3 n/a n/a Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puriins. 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=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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. ,,,,I�IIIIIIIII��,I �VL1US OFF �I�i .♦ G E N S �i1 • 34869 i r . ` . Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6134 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 ® 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 � al, 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 ANSIMP11 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 Baker Residence T26547651 J43423 ZCJ36 JACK -OPEN 4 1 Job Reference (optional) Cast Coast Truss, Ft. tierce, hL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:32:012022 Page 1 ID:Sww339MuYE7mPA1 gZOk9SCzxjM_ MaJXU W9N7uZv63HHf9MEv81 ssd4hJYgE48UOKKzvOgi 1-5-4 2-11-4 1-5-4 11-6 0 6.00 12 5 2x3 11 Scale = 1:23.5 1- 1-5-4 5-4 1.6 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TIC 0.32 Vert(LL) -0.00 5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.18 Vert(CT) 0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MR Weight: 16Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-114 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=0-7-4, 4=Mechanical Max Horz 5=55(LC 8) Max Uplift 3=-51(LC 5), 5=-7(LC 4), 4=47(LC 8) Max Grav 3=29(LC 6), 5=376(LC 1), 4=28(LC 6) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-317/60, 2-6=270/21 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18fl; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements 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 ���• �C�F �4* will fit between the bottom chord and any other members. E N'•''• '� 6) Refer to girder(s) for truss to truss connections. `�� •'' V� SF'�•• �� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 5, 4. No 34869 .* 00 r Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 A 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 �e 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 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baker Residence T26547652 J43423 ZCJ3C JACK -OPEN 4 1 Job Reference c tional East Coast Truss, R. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:32:01 2022 Page 1 ID:5ww339MuYE?mPA1 gZOk9SCzxjM_-MaJXU W9N7uZv63H Hf9MEv81 t6d3RJYgE48UOKKzvOgi 1-5-4 2-11-4 1-5-4 1S0 Scale = 1:20.5 2x3 11 1-5-4 2-11-4 1ST 1�-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TIC 0.31 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.19 Vert(CT) 0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MR Weight: 15 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 `Except` 2-5: 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 5=0-8-0, 4=Mechanical Max Horz 5=55(LC 8) Max Uplift 3=-42(LC 5), 5=-30(LC 8), 4=43(LC 14) Max Grav 3=25(LC 6), 5=376(LC 1), 4=20(LC 6) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-313/71, 2-6=265/36 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=6.0psf; BCDL=4.0psf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements 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, 5, 4. S 34869 �t ON A' Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date - January 18,2022 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, note Ni truss ss 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/rPH 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 Baker Residence T26547653 J43423 ZCJ5 Jack -Open 22 1 Job Reference (optional) rase L oasr I cuss, I-t. Pierce, t-L-:14M4b, 2x3 11 4-1 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:32:02 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_rmtvisA?uBhmkDrTDtuTRLa1x1Og2?VNIoEZsnzvOgh Scale = 1:17.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.37 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.19 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.02 3 n/a file BCDL 10.0 Code FBC2020/rP12014 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 Herz 5=93(LC 8) Max Uplift 3=-53(LC 8), 5=-87(LC 8) Max Grav 3=118(LC 13), 4=45(LC 3). 5=413(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-324/108 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 live load 20.Opsf the bottom in 3-6-0 by 2-0-0 t1111111111 1%.0 ���� a of on chord all areas where a rectangle tall wide will fit between the bottom chord and any other members.Us 6) Refer to girder(s) for truss to truss connections. ♦♦♦ .•'� G E N S • • �ido 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 5. ♦ V 4S 00 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 34869 sheetrock be applied directly to the bottom chord. = r [1 , '. • ..... C� Julius Lee PE No:34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East.Blvd. Tampa FL 33610 Date: January 18,2022 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 Zs a truss system. Before use, the building designer must verify the applicability of design parameters and property 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 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 ANSUlP11 Quality Criteria, DSB-89 and Best 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 TrussTruss Type Qty Ply Baker Residence [Ji T26547654 43423 ZCJSA Jack -Open 2 1 Job Reference (optional) rest L'uasr I russ, rt. merce, t-L - 34`1413, 6.430 s Aug 16 2021 MITek Industries, Inc. Fri Jan 14 15:32:03 2022 Page 1 ID:5ww339MuYE7mPA1gZOk9SCzxjM_-JzRlvCBdfVpdLNQgnaPi_Z7CsRknnSJXXSz7PDzvOgg 3-6-12 3.6-12 T 2x3 11 Scale = 1:17.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.35 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.20 Vert(CT) -0.02 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 2 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -MR Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc pudins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x6 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 4=63(LC 8) Max Uplift 2=-59(LC 8), 3=-5(LC 8) Max Grav 4=180(LC 1), 2=138(LC 13), 3=64(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=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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) 2, 3. ,%� C E N �+'•. ��� 34869 r 10 r O O N A1- E%�` ///n1111 Julius Lee PE No:34869 MITek USA, Inc. FL.Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 A 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 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 systeins, 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 Type Qty Ply Baker Residence TTruss T26547655 J43423 2 Jack -Open 2 1 Job Reference (optional) East toast I russ, Ft. Fierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:32:04 2022 Page 1 ID:5ww339MuYE?mPA1 gZOk9SCzxjM_-n9?g7YCFQpxUzX?sLlwxwmfQlr56WvZgm6jgxfzvOgf 2-M 22-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20201TPI2014 6.00 12 1x4 0 9 A 4 2x3 11 i 22-0-0-0-0 CSI. DEFL. in (loc) Udefl L/d TC 0.15 Vert(LL) -0.00 4 >999 240 BC 0.13 Vert(CT) -0.00 3-4 >999 180 WB 0.00 Horz(CT) -0.03 2 file n/a Matrix -MR 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) 4=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 4=35(LC 8) Max Uplift 2=-54(LC 8), 3=-18(LC 8) Max Grav 4=101(LC 1), 2=89(LC 13), 3=37(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale=1:21.7 PLATES GRIP MT20 244/190 Weight: 10 lb FT = 20% Structural wood sheathing directly applied or 2-0-0 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=18ft; B=108ft; L=70ft; eave=Bft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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) 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) 2, 3. is spol ♦�♦ •\G E•N No 34869 Julius Lee PE No:34869 MiTek USA, Inc. FL Cert 6634 69D4 Parke East'tvd. Tampa FL 33610 Date: January 18,2022 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -- Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mire i[• is always required for stability and to prevent collapse with possible personal. injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baker Residence T26547656 J43423 ZEJ5 JACK -OPEN 2 1 Job Reference o tional Last toast I russ, Ft. Fierce, f IL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:32:05 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM= FLZ2KuCtA63Lbha2u?RA3_CX?EM6FMpq_mSET5zvOge 1-7-8 4 11-8 1-7-8 3-0-0 5 3x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 30.0 Plate Grip DOL 1.33 TC 0.44 Vert(LL) TCDL 15.0 Lumber DOL 1.33 BC 0.47 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) BCDL 10.0 Code FBC2020ITP12014 Matrix -AS in (loc) Vdefl Lid PLATES GRIP 0.02 4-5 >999 240 MT20 244/190 0.02 4-5 >999 180 -0.21 3 n/a n/a I I I LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (size) 3=Mechanical, 5=Mechanical, 4=Mechanical Max Horz 5=94(LC 8) Max Uplift 3=-92(LC 8), 5=-10(LC 8), 4=36(LC 8) Max Grav 3=124(LC 13), 5=422(LC 1). 4=53(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-382/71, 2-6=356/0 Scale = 1:31.3 Weight: 21 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vu@=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=1811t; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 5, 4. 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. ,�w�u�rrrrrh vL1US • cENs • • 34869 'J*i, �0 N AI �E 00 Julius Lee PE No:34869 MiTek USA, Inc. R Cert 6634 6904 Parke East Blvd. Tampa FL 33610 bate: January 18,2022 A 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 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 fabdcaeon, 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 Truss Truss Type Qty Ply Baker ResidenceT26547657 P 423 ZEJ5A Jack -Open 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:32:06 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_ jY7QYEDWxQBCCr9FSjyPbBlh7eni_pEzDQCn7YzvOgd -1-7-8 3-4.0 1-7-8 3-4-0 LOADING (psi) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.48 TCDL 15.0 Lumber DOL 1.33 BC 0.19 BCLL 0.0 Rep Stress Incr YES WB 0.05 BCDL 10.0 Code FBC20201TPI2014 Matrix -MP 6 4 1x4 11 3x3 = DEFL. in floc) I/deft Ud PLATES GRIP Vert(LL) -0.01 5-6 >999 240 MT20 244/190 Vert(CT) -0.01 5-6 >999 180 Horz(CT) -0.00 3 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) 6=Mechanical, 3=Mechanical, 4=Mechanical Max Horz 6=112(LC 8) Max Uplift 3=-29(LC 5), 4=121(LC 8) Max Grav 6=376(LC 1).3=100(LC 13),4=75(LC 6) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-345/0 Scale = 1:31.6 Weight: 25 lb FT = 20% Structural wood sheathing directly applied or 3-4-0 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=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Ut=lb) 4=121. {�{11111/��� •` •' G E N,9 3486.9 �ar i� O RBI V.' NNAL nn{ Julius Lee'PE No.34869 MI'Tek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 A 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 oftrusses and truss systems, see ANS11TP11 Quality Cdterla, 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 Baker Residence T26547658 J43423 ZEJ5C JACK -OPEN 2 I 1 Job Reference (optional) East l:oast I runs, r[. Hlefce, hL - 34U415, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:32:07 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_ BkgoIZE8ikJ3q_kROQTeBPHt?23tjGJ6S4xKY_zvOgc 1� 12 4-11-8 1-6-12 3-4-12 3x3 11 1.6-12 Scale = 1:28.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TIC 0.41 Vert(LL) 0.02 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.38 Vert(CT) 0.02 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.14 3 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix -AS Weight: 20 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. REACTIONS. (size) 3=Mechanical, 5=Mechanical, 4=Mechanical Max Horz 5=94(LC 8) Max Uplift 3=-84(LC 8), 5=-25(LC 8), 4=27(LC 8) Max Grav 3=127(LC 13), 5=414(LC 1), 4=53(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-373/78, 2-6=348/9 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements 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) 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) 3, 5, 4. 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. I ,'tit 11111/IIII CFF����i �.� C E N"S+ `. :.� F••. i� 34869 < p R X O•.�,��. Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East.Blvd. Tampa FL 33610 Date: January 18,2022 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 l• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baker Residence T26547659 J43423 ZEJ5D Jack -Open 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:32:07 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_-BkgoiZE8ikJ3q_kROQTe8PHuY24ejGJ6S4xKY_zvOgc 3-4-12 3-4-12 6.00 12 2x4 3x3 11 Scale = 1:28.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.37 Vert(LL) 0.02 3-4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.34 Vert(CT) -0.02 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.15 2 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MR Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 4=61(LC 8) Max Uplift 2=-82(LC 8), 3=-22(LC 8) Max Grav 4=175(LC 1), 2=149(LC 13), 3=63(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=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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) 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) 2, 3. E IV 34869 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 ® WARNING -Verity 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 trusaweb 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 Truss Truss Type Qty Ply Baker Residence �ob T26547660 43423 ZEJ6 Jack -Open 3 1 Job Reference o ticnal East coast truss, Ft. Pierce, FL - 34u46, 2x3 11 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Jan 1415:32:08 2022 Page 1 ID:Sww339MUYE7mPAl gZOk9SCzxjM_-fwEByvFmT1 RwS8Jda7_thcgl 1 SRASjsGhkhu4QzvOgb 6-0-0 6-M I$ Scale = 1:21.1 1 4 8 4-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.45 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.25 Vert(CT) -0.03 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.03 3 file n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 21 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=114(LC 8) Max Uplift 3=-71(LC 8), 5=-88(LC 8) Max Grav 3=168(LC 13), 4=70(LC 3), 5=458(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=397/139 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements 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. ,,�1/111111�111 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 �� tIll S will fit between the bottom chord and any other members. `� • . F �� 6) Refer to girder(s) for truss to truss connections. ,�� .•'�C E N g •• �i� F 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 5. •• V •••• �� 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 No 34869 sheetrock be applied directly to the bottom chord. r 1S�0NA� Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East.Blvd. Tampa FL 33610 Date:. January 18,2022 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 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 property incorporate this design Into the overall A�e building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing tytiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7rP/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, F.L 36610 s Truss Type Qty Ply Baker Residence �Job �ZEJ'18 T26547661 43423 JACK -OPEN 1 1 Job Reference (optional) East Coast Truss, R. Pierce, FL - 34946. 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:32:03 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_ JzRlvCBdfVpdLNQgnaPi_Z7FORmTnSyXXSz7PDzvOgg 1-8-8 1-8-8 2x3 = 1-8-8 1-8-8 Avd II Scale = 1:9.6 Plate Offsets (X,Y)— [2:0-2-0,0-1-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.13 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.09 Vert(CT) -0.00 6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -MP Weight: 7 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-8-8 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=Mechanical Max Horz 3=-138(LC 1), 2=138(LC 1) Max Uplift 3=-72(LC 8) Max Grav 3=172(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=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 10.0 bottom live load live loads. a psf chord nonconcurrent with any other 5) ' This truss has been designed for live load 20.Opsf the bottom in 3-6-0 tall by 2-0-0 ,�� i�i S � ,vL a of on chord all areas where a rectangle wide '�G E •• �i� will fit between the bottom chord and any other members. 6) Refer for truss ,�� , N 3 •• V' F•••• to girder(s) to truss connections. ,4% 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 34869 r � • � � % • • ��� Julius Lee PE No.34869 M7ek USA, Inc. FL Cert 6634 6904 Parke East,Blvd. Tampa FL 33610 Date: January 18,2022 & 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 HV 11e building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeka is always required for stability and to prevent collapse 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, MD20601 Tampa, FL 36610 Truss Truss Type City Ply Baker ResidenceT26547662 �ob 43423 ZEJ36 JACK -OPEN 2 1 Job Reference (optional) East Goast Truss, Ft. Pierce, FL - 34945. 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:32:05 2022 Page 1 ID:5ww339MuYE7mPA1gZOk9SCzxjM_ FLZ2KuCtA63Lbha2u?RA3_CVhEJfFL_q_mSET5zvOge 3-" 3.6.8 2x4 = 3.6-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d TCLL 30.0 Plate Grip DOL 1.33 TC 0.53 Vert(LL) -0.00 6 n/r 120 TCDL 15.0 Lumber DOL 1.33 BC 0.69 Vert(CT) -0.02 3-6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.12 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=584(LC 4). 2=-435(LC 4) Max Uplift 3=575(LC 4) Max Grav 3=374(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=581/426 BOT CHORD 1-3=-336/584 WEBS 2-3=310/395 Scale = 1:14.2 PLATES GRIP MT20 244/190 Weight: 14 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc pudins. 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=18ft; Cat. II; Exp B; Encl., GCpi=0.18; C-C Exterior(2E); cantilever 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=575. ,,�111111111I��I so-lus ♦� X 0 ENS i ♦♦ •� �. Fes'• 00 34869 0 •. • �� AL 111111111 Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke EastBlvd. Tampa FL 33610 Date: January 18,2022 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 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 ANSt?P/t 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 yob s Truss Type Qty Ply Baker Residence rZEsl64 T26547663 J43423 Jack -Open 11 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 5 2x3 11 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:32:09 2022 Page 1 ID:5ww339MuYE?mPA1 gZOk9SCzxjM_-86oZAFGOELZn3lup7rW6DgN B4rmNB93PvNQRctzvOga Scale=1:22.1 14-8 1a, go 64-8 4.8.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.56 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.32 Vert(CT) -0.04 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.04 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 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, 5=0-8-0 Max Horz 5=121(LC 8) Max Uplift 3=-78(LC 8), 5=-88(LC 8) Max Grav 3=185(LC 13), 4=78(LC 3), 5=476(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-424/151 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements 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 by 2-0-0 ��t 1111'� a of on chord all areas where a rectangle tall wideIU will fit between the bottom S �v�' chord and any other members, ��� E 1U ••. �i� 6) Refer to girder(s) for truss to truss connections. ,�� .•'\G g V F ••. �� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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 N O 34869 sheetrock be applied directly to the bottom chord. F �� DR��• Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 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/rP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Selefylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Baker Residence T26547664 J43423 ZHJ3 Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:32:10 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_-cJMxNbGO?fhehSTOhY1LmlvMHF3MwcKZ81A?8JzvOgZ 2-4-10 4-8-8 2-4-10 2-3-15 2x3 11 b 1-10-15 NAILED N T Scale = 1:13.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.53 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.46 Vert(CT) 0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) -0.07 3 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -MP Weight: 17lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-11-5 Max Horz 5=63(LC 8) Max Uplift 3=-61(LC 17), 4=111(LC 17), 5=228(LC 8) Max Grant 3=6(LC 20). 4=1O(LC 8). 5=721(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-405/137 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins. 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=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide forplacement 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) 4=111, 5=228. 8) "NAILED" Indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=90, 4-6=20 Concentrated Loads (lb) Vert: 9=40(B) 10=147(F=73, 13=73) 11=39(B) ♦�>)It111111/IIII ,,,�♦♦ w�tUS• LFFI����. `,�. •.��C E N'S�.•• No 34869 X y •� • III/lllll/� Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system.. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall Igo 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 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 fob s Truss Type Oty Ply Baker Residence FZH T26547665 J43423 5A DIAGONAL HIP GIRDER 2 1 Job Reference (optional) eater uoasi I runs, ri. rierce, FL - 341146, 6.430 S Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:32:11 2022 Page 1 ID:5ww339MuYE?mPA1 gZOk9SCzxjM_-4VwJbxHemypVJcl CFGYalFSaefrZf29iNhvYhlzvOgY 2-M 4-8-8 2-" 2-8-2 NAILED NAILED 4.24 12 2x3 11 v�V Scale = 1:21.2 Plate Offsets (X,Y)-[3:0-1-12,0-2-01,[8:0-7-4,0-4-41 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.37 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.21 Vert(CT) -0.00 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Weight: 33 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 2-7: 2x6 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP N0.3 *Except* 10-0-0 oc bracing: 5-6. 3-6: 2x6 SP No.3 REACTIONS. (size) 7=0-9-14, 6=0-11-5 Max Horz 7=76(LC 8) Max Uplift 7=-151(LC 8), 6=203(LC 17) Max Grav 7=702(LC 1), 6=37(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-199/522, 2-3=109/352 BOT CHORD 1-8=-448/197, 7-8=683/159, 2-8=-373/135 WEBS 3-8=384/99 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left 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 ANSUTPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 7=151, 6=203. 9) "NAILED" indicates 3-1 Old (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=1.33, Plate Increase=1.33 Uniform Loads (pIf) Vert: 1-3=90, 3-4=90, 8-9=20, 5-7=20 Continued on page 2 ,,�1111111111j�I ,,0 Spk IUS• •`,�� • vxc E N S�.•• i�i 34869 AX- Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 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 property incorporate this design into the overall H T It 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 ANSYM11 Quality Criterf , 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 ,lob Truss Truss Type City Ply Residence T26547665 TJO J43423 ZHJ5A DIAGONAL HIP GIRDER 2 ferenceo tionat East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 16:32:112022 Page 2 ID:5ww339MuYE?mPA1 gZOk9SCzujM_-4VwJbxHemypVJcl CFGYaIFSaefTZf29iNhvYhlzvOgY LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=87(F=43, B=43) 12=-147(F=-73, B=-73) 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 ANS1YTP11 Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ob Truss Truss Type Qty Ply Baker Residence IJ43423 T267666 54 ZHJ6 Diagonal Hip Girder 2 1 Job Reference optional Cast toast i russ, K. VIerce, FL - 3494b, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 14 15:32:12 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_-YhUhoHIGXGyLwmcOpz3prS?k 3obOVesbLfSDCzvOgX 2 4-10 5-3-2 8-5-1 2�-10 2-10-8 3-2-0 NAILED 2x3 II NAILED NAILED LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 30.0 Plate Grip DOL 1.33 TC 0.39 Vert(LL) -0.08 6 >860 240 TCDL 15.0 Lumber DOL 1.33 BC 0.29 Vert(CT) 0.09 6 >772 180 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) -0.03 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-7: 2x6 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 7=0-11-5 Max Horz 7=113(LC 8) Max Uplift 4=98(LC 8), 5=-42(LC 8), 7=299(LC 8) Max Grav 4=165(LC 28), 5=81(LC 22), 7=677(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=95/371 BOT CHORD 1-7=-321/106, 6-7=321/4 WEBS 2-7=-484/144, 2-6=-4/341 Scale = 1:20.8 PLATES GRIP MT20 244/190 Weight: 34 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. 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=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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) 7=299. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 14=90, 5-8=20 Concentrated Loads (lb) Vert: 11=110(F=55, B=55) 12=-12(B) 13=147(F=73, B=73) 14=98(F=49, B=49) 15=16(F=4, B=-20) ,,�\IIIIII/II��I S E N S ♦ 34869 44/ ,��� Julius Lee PE W 34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 bate: January 18,2022 ®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�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 ANSI?P/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 Sob Truss Truss Type Qty Ply Baker Residence T26547667 J43423 ZHJ7 DIAGONAL HIP GIRDER 2 1 Job Reference o tional Last Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 Mi-rek Industries, Inc. Fri Jan 1415:32:14 2022 Page 1 ID:5ww339MuYE7mPA1gZOk9SCzxjM_ U4cSDzJX3tC3A3mnwO5Hwt46isTIsQJ83f8C14zvOgV i 1-1-15 2-0-6 4-4-2, 5.2.3 , 6.11-6 i-1-15 0-10-9 2-3-12 0.10.0 1-14 Scale: 3/8' =T 2x3 11 3x6 = 5-2-3 2-Ob 4-8-8 4-9-0 6.11-6 29 1 2$-2 1-9-0 0-5.2 Plate Offsets (X,Y)- [2:0-1-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.32 Vert(LL) -0.00 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.37 Vert(CT) -0.00 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 46 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: 2-7: 2x6 SP No.3 10-0-0 oc bracing: 5-6. WEBS 2x6 SP No.3 *Except* 2-6: 2x4 SP No.3 REACTIONS. All bearings Mechanical except (jt=length) 7=0-9-14, 6=0-11-5. (lb) - Max Horz 7=93(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 4 except 7=117(1_C 8), 6=-189(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4, 5, 6 except 7=651(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-117/379 BOT CHORD 1-8=-301/110, 7-8=627/126, 2-8=-516/82 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 except Ut=lb) 7=117, 6=189. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=90, 8-9=20, 5-7=20 Concentrated Loads (lb) Vert: 12=123(F=61, B=61) 13=-147(F=-73, B=-73) ,,/IIIIIIIf/��� )Uus t, !,O ♦ •� No 34869 Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East:Blvd. Tampa FL 33610 Date:. January 18,2022 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 HV 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 ANSI/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 -3ob s Truss Type City Ply Baker Residence TZHJ7A T26547668 J43423 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:32:15 2022 Page 1 ID:5ww339MuYE?mPA1gZOk9SCzxjM_ yG9gRIK9gBKwnDLzU5cWr5cGxGoTbtUIIJIIqWzvOqU 1-1-15 2 0-0 5-2-3 6-11 6 1-1-15 ' 0-10-8 ' 3-1-13 1-9-3 4.24 12 4 NAILED 2x3 II I� NAILED 3 12 4x4 2 q r N 1 � 13 8 14 5 2x4 = 3x6 = NAILED NAILED LJ Spedal REF 7 6 2x3 I I 3x6 = Special Scale=1:31.2 2-0-0 5-21 6-11-6 2 0-0 3-1-13 1-9-3 Plate Offsets (X,Y)- [2:0-1-0,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.28 Vert(LL) 0.00 6-7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.34 Vert(CT) 0.01 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -MP Weight: 43 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 2-7: 2x6 SP No.3 10-0-0 oc bracing: 5-6. WEBS 2x6 SP No.3 *Except* 2-6: 2x4 SP No.3 REACTIONS. All bearings Mechanical except (jt=length) 7=0-9-14, 6=0-11-5. (lb) - Max Horz 7=93(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 4, 5 except 7=160(LC 8), 6=-292(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4, 5, 6 except 7=635(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=121/385 POT CHORD 1-8=-309/114, 7-8=627/143, 2-8=-515/98 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18tt; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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) 4, 5 except at=lb) 7=160, 6=292. 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) 23 lb down and 84 lb up at 4-2-15, and 23 lb down and 84 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=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=90, 8-9=20, 5-7=20 ,0,XaN �111111111/��,, '•10 No 34869 is • G" �� �449 /O N A' IEc'% Julius Lee'PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 hate:. January 18,2022 Continued on page 2 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119t202O BEFORE USE. Design valid for use only 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 Nall' 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 fabricagon, storage, delivery, erection and bracing of trusses and truss systems, see ANS11 P/f Quality Cdterfa, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite= Waldorf, MD 20601 Tampa, FL 36610 tlob Truss Truss Type Qty Ply Baker Residence T26547668 J43423 ZHJ7A DIAGONAL HIP GIRDER 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 1415:32:15 2022 Page 2 ID:5ww339MuYE?mPA1gZOk9SCzxjM= yG9gRIK9gBKwnDLzU5cWT5cGxGoTbtUIIJtlqWzvOqU LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 12=119(F=60, B=60) 13=-147(F=-73, B=-73) 14=77(F=38, B=38) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is foran individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall 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 ANSIITP/1 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 66b Truss Type Oty Ply Baker Residence TZHJ8 T26547669 J43423 Diagonal Hip Girder 2 1 Job Reference (optional) �a�r wa•, r r uaa, ri. nerve, rL - i4U w, 6.43U s Aug 16 2021 MTek Industries, Inc. Fri Jan 1415:32:16 2022 Page 1 ID:5ww339MuYE7mPA1gZOk9SCzxjM_ OTCeeLnbVSnPNwA2p81?19Mog9DKJmRWzdJMzzVOgT 2� 10 9-6-7 24-10 7-1-14 4x4 11 3 4 NAILED 2x3 II NAILED NAILED 4x6 = 9-6-1 Scale = 1:25.2 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2020/TPI2014 CSI. TC 0.60 BC 0.31 WB 0.11 Matrix -MS DEFL. in (loc) Vdefl Lid Vert(LL) -0.04 6-7 >999 240 Vert(CT) 0.04 6-7 >999 180 Horz(CT) -0.00 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 48 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x6 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-6: 2x4 SP No.3 REACTIONS. (size) 6=0-7-0, 7=0-10-15 Max Horz 7=132(LC 24) Max Uplift 6=-139(LC 8), 7=298(1_C 8) Max Grav 6=312(LC 28), 7=696(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-143/339, 3-6=282/141 BOT CHORD 1-7=266/160, 6-7=266/48 WEBS 2-7=613/244, 2-6=0/318 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, have not been designed to for tolerances handling plates provide placement or rough and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. ,�� .••�C E N S •• �i� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� �. 4$' �.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 Z 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=139, 7=298. 7) "NAILED" Indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 4(/ LOAD CASE(S) Standard .0jOT '. Q, • �4�, �i : 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 R ` �% ��j/ "•• Uniform Loads (plf) �` �� Vert: 1-3=90, 34=90, 5-8=20 Concentrated Loads (lb) Vert: 11=110(F=55, B=55) 13=147(F=73, B=-73) 14=98(F=49, B=49) 15=7(F=4, B=4) Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 ® 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 verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and 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 slob Truss Truss Type Qty��Job er Residence T26547670 J43423 ZHJ8A Diagonal Hip Girder 2 Reference (optional) East coast I russ, Ft. Pierce, FL - 34946, 8.430 s Aug 16 2021 Mi-rek Industries, Inc. Fri Jan 1415:32:17 2022 Page 1 ID:5ww339MuYE7mPA1gZOk9SCzxjM_-vfHar MPMoaelXVMbwf YWiYg4VN3m2bldMsuPzvOgS W o 7-10-6 2-4-16 5-&12 NAILED NAILED NAILED • NAILED 24 11 NAILED Scale = 1:20.4 ' 1-10-15 '0-5-10' 5-5-12 Plate Offsets (X,Y)— [2:0-1-0,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.52 Vert(LL) 0.03 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.31 Vert(CT) 0.05 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020rfP12014 Matrix -MP Weight: 34 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 2x6 SP No.3 *Except* 2-5: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 6=0-11-5 Max Horz 6=105(LC 8) Max Uplift 3=121(LC 8), 4=55(LC 17), 6=289(LC 8) Max Grav 3=187(LC 1). 4=66(LC 20), 6=656(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=115/376 BOT CHORD 1-6=307/130, 5-6=307/33 WEBS 2-6=-573/221, 2-5=33/313 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpj=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is �i� the responsibility of the fabricator to increase plate sizes to account for these factors. 4:� E N'$ •• F•••• 4) This truss has been designed fora 10.0 psf bottom chord live load nonwncurrent with any other live loads. ♦_ v 5) ' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide =` 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) 4 except Qt=lb) 3=121, 6=289. 'O 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. In LOAD ••. • �(/�� 9) the CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). .0Q LOAD CASE(S) Standard 40 ��i •� R •'•\�� `�� ��` 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 ��I� •� ��� �i11110NA{��% Uniform Loads (plf) Vert: 1-3=90, 4-7=20 Concentrated Loads (lb) Julius Lee'PE No.34869 Vert: 10=110(F=55, B=55) 11=21(F=11, B=-11) 12=-147(F=-73, B=-73) 13=98(F=49, B=49) 14=7(F=4, B=4) MITek USA, Inc. FLCert6634 6904 Parke East Blvd. Tampa FL 33610 bate: January 18,2022 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 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 ANSLITP11 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 ,.tab Truss Truss Type Qly Ply Baker Residence T26547671 J43423 ZHJ64 Diagonal Hip Girder 6 1 Job Reference (optional) East Coast I russ, Ft. rierce, rL - J4bl4b, 8.430 s Aug 16 2021 MTek Industries, Inc. Fri Jan 1415:32:13 2022 Page 1 ID:5ww339MuYE?mPA1 gZOk9SCzxjM_-0u24OdJvla4CYvBbMha2OgXw7TBT7yy?q?OflezvOq W 2� 10 5-10-7 8-11-7 2-4-16 3-5-13 3-1-0 N_ 14 A NAILED 2x3 II NAILED NAILED Scale = 1:23.1 1-10-15 4 10' 5-10-7 B-11-7 1-10-15 5103-513 31-0 Plate Offsets (X,Y)— 12:0-1-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.37 Vert(LL) -0.11 6 >688 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.31 Vert(CT) -0.13 6 >620 180 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) 0.04 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2x4 SP No.3 *Except* 2-7: 2x6 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 7=0-11-5 Max Horz 7=120(LC 8) Max Uplift 4=86(LC 8), 5=33(LC 8), 7=299(LC 8) Max Grav 4=176(LC 28), 5=88(LC 22), 7=686(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-114/366 BOT CHORD 1-7=315/126, 6-7=315/20 WEBS 2-7=-488/145, 2-6=21/330 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=18ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 1111I11'r" to the use of this truss component. ,till ``u S 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. .••�G E .� S •• �i� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦♦ ♦ �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 3-6.0 tall by 2-0-0 wide 00 No 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) 4, 5 except Ot=lb) 7=299. 8) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS gujdlines. 0 �• ((/ 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ��� •• ; �(/,♦ •• Q;`��♦ LOAD CASE(S) Standard ♦ 0 R SlS • • •.....• 1) Dead +Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 I ! \ �♦ ��I� �� N A' %% Uniform Loads (plf) ,; Vert: 1-4=90, 5-8=20 Concentrated Loads (lb) Julius Lee PE No.34869 Vert: 11=110(F=55, B=55) 13=-147(F=73, B=73) 14=98(F=49, B=49) 15=7(F=4, B=4) MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 18,2022 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEF( REFERENCE PAGE MII-7473 rev. 61192020 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 INV so' building design. Bracing Indicated is to prevent buckling of individual truss web and/or 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 oftrusses and truss systems, see ANSUTP/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, MO 20601 Tampa, FL 36610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 ' � /4 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) I Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system, e.g. Apply plates to both Sides of truss 1 2 3 diagonal or X-bracing, is always required. See BCSI. J� and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer. For 0-176 c1-2 c2-3 wide truss spacing, individual lateral braces themselves bracing, Tor I WEBS S 4 0 ��� �� W may require or alternative bracing should be considered. 3. Never exceed the design loading shown and never U a� O stack materials on inadequately braced trusses. U 4. Provide d copies of this truss design to the building O designer, erection supervisor, property owner and For 4 x 2 orientation, locate c7-8 csa c5 s l­_ all other interested parties. plates 0- 1/1e' from outside BOTTOM CHORDS 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 7, Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/rPI 1. • Plate location details available in MiTek 20120 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber software or upon request shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for PLATE SIZE PRODUCT CODE APPROVALS use with fire retardant, preservative treated, or green lumber. ICC-ES Reports: 10. Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator. General practice is to 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 camber for dead load deflection. to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 11. Plate type, size, orientation and location dimensions the length parallel to Slots. indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. Output. Use T Or I bracing if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by Others. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports) occur. Icons vary but reaction section indicates joint © 2012 MiTek® All Rights Reserved 17. Install and load vertically unless indicated otherwise. number where bearings occur. Min size shown is for crushing only. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry standards: 19. Review all portions of this design (front, back, words ANSI/TPI1: National Design Specification for Metal and pictures) before use. Reviewing, pictures alone is not sufficient. Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. 20. Design assumes manufacture in accordance with BCSI: Building Component Safety Information, MiTek ANSUTPI 1 Quality Criteria. Guide to Good Practice for Handling, Installing & Bracing of Metal Plate 21.The design does not take into account any dynamic Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 or other loads other than those expressly stated.