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HomeMy WebLinkAboutTruss2-to� Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: J40709 - Smith Residence Site Information: Customer Info: Hopet6yir Ytith Project Lot/Block: Address: 4800 Indrio Road MiTek USA, Inc: 6904 Parke East Blvd. me: Smith Residence Model: Custom Tampa, FL 33610-4115 Subdivision: City: Ft. Pierce State: Florida Name Address and License # of Structural Engineer of. Record, If there is one, for the building. Name: License M Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FB.C2017/TP12014 Design Program: MiTek 20/20 8.4 Wind Code:. ASCE 7-10 [All HeighII Wind Speed: 170 mph Roof Load: 65.0 psf Floor Load: N/A psf This package includes 83 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 T21878625. A01G 11/13/20. 23 T21878647 C01 11/13/20 2 T21878626 A02 11/13/20 •24 T21878648 CO2 11/13/20 3 T21878627 A03 11/13/20 25 T21878649 CO3G 11/13/20 4 T21878628 A04 11/13/20 26. T21878650 D01 11/13/20 5 T21878629 A05 11/13/20 '27 T21878651 D02 11/13/20 6 T21878630 A06 11/13/20 28 T21878652 D03 11/13/20 7 T21878631. A07 11/13/20 29 T21878653 D04 11/13/20 8 T21878632 A08G 11/13/20 30 T21878654 D05 11/13/20 9 T21878633 B01 11/13/20 31 T21878655 D06 11/13/20 10 T21878634 B02 11/13/20 32 . T21878656 D07 11/13/20 11 T21878635 B03 11/13/20 33 T21878657 D08 11/13/20 12 T21878636 B04 11/13/20 34 T21878658 D09 11/13/20 13 T21878637 B05 11/13/20 35 T21878659 D10 11/13/20 14 T21878638 B06 11/13/20 36 T21878660 D11 11/13/20 15 T21878639 B07 11/13/20 37 T21878661 D12 11/13/20 16 T21878640 B08 11/13/20 38 T21878662 D13 11/13/20 17 T21878641 B09 11/13/20 39 T21878663 D14 11/13/20 18 T21878642 B10 11/13/20 40 T21878664 D15 11/13/20 19 T21878643 B 11 11/13/20 41 T21878665 D 16 11/13/20 20 T21878644 B12 11/13/20 42 T21878666 D17 11/13/20 21 T21878645 B13 11/13/20 43 T21878667 D18 11/13/20 22 T21878646 B14G 11/13/20 44 T21878668 D19G 11/13/20 The truss drawings) referenced. above have been prepared by MiTek USA, Inc. ER' P. F 1 under my direct supervision based on the parameters ,��?�� ���.' Q�;..�?•���.. /ti .�♦ provided by East Coast Truss. Truss Design Engineer's Name: Finn, Walter .22839 .o My license renewal date for the state ot.Florida is February 28, 2021. = * �• •� -:lhIPORTANT NOTE: The seal on these truss component designs is a certification STATE OF y, that the engineer named is licensed in the jurisdiction(s) identified and that the des)gns comply with ANSUTPI 1. These designs are based upon i �i♦'n•• :�(: P N parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were Q s �? ♦ ♦♦�iS��N'A� project ncluded is f Teles or to MiTekorTRENCO. npurpose ��� fe egiven t taken into accouor nt nt in the TRENCO's customers file eonly,cific and was not op preparation of these designs. MiTek or TRENCO has not independently verified the Walter.R.Finn P.E;No.22839 applicability of the design parameters or the designs for:any particular building. Before use, MIT* USA, Inc: FL'Cert 6634 the building designer should verify applicability of design. parameters and properly 6904 Farke'East'Blvd. Tampa FL 33610 incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Date: November 13,2020 Finn, Walter 1 of 2 a T MiTek � RE: J40709 -Smith Residence MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: Hopeton. Smith Project Name: Smith Residence Model: Custom Lot/Block: Subdivision: Address:- 4800 Indrio Road City: Ft. Pierce. State: Florida No. Seal# Truss Name Date 45 T21878669 'D20G 11/13/20 46 T21878670 E01 11/13/20 47 T21878671 E02G .11/13/20 48 T21878672 F01G 11/13/20 49 T21878673 F02 11/13/20 50 T21878674 F03 11/13/20 51 T21878675 F04G 11/13/20 52 T21878676 G01 G 11/13/20 53 T21878677 G02G 11/13/20 54 T21878678 MV1 11/13/20 55 T21878679 MV2 11/13/20 56 T21878680 MV3 11/13/20 57 T21878681 MV4 11/13/20 58 T21878682 MV6 11/13/20 59 T21878683 MV8 11/13/20 60 T21878684 MV10 11/13/20 61 T21878685 V8 11/13/20 62 T21878686 V8A 11/13/20 63 T21878687 V8C 11/13/20 64 T21878688 V8D 11/13/20 65 T21878689 WE 11/13/20 66 T21878690 ZCJ1 11/13/20 67 T21878691 ZCAE 11/13/20 68 T21878692 ZCJ3 11/13/20 69 T21878693 ZCJ5 11/13/20 70 T21878694 ZEJ2 11/13/20 71 T21878695 ZEJ2A 11/13/20 72 T21878696 ZEJ2B 11/13/20 73 T21878697 ZEJ2C 11/13/20 74 T21878698 ZEJ3 11/13/20. 75 T21878699 ZEJ5 11/13/20 76 T21878700 .ZEJ7 11/13/20 77 T21878701 ZERA 11/13/20 78 T21878702 ZEJ7B 11/13/20 79 T21878703 ZHJ2 11/13/20 80 T21878704 ZHJ2A 11/13/20 81 T21878705 ZHJ3 11/13/20 82 T21878706 ZHJ5 11/13/20 83 T21878707 ZHJ7 11/13/20 2 of 2 MAY 7, 2019 F\naa � DO 0 00 MTek USA, Inc(. AfQMAHWe- LATERAL TOE -NAIL DETAIL I MII-TOENAIL SP MiTek USA, Inc. Page 1 of 1 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. OE -NAIL SINGLE SHEAR VALUES PER NDS 2018 (lb/nail) DIAM. SP DF HF SPF SPFS Cs .131 8B.0 80.6 69.9 68.4 59.7 O.135 93.5 85.6 74.2 72.8 63.4 .162 108.8 99.6 86.4 84.5 73.8 of z Z .128 74.2 67.9 58.9 57.6 50.3 .131 75.9 I 69.5 60.3 nx 51.1 N .148 81.4 74.5 64.6 632 52.5 of VALUES SHOWN ARE CAPACr1Y PER TOE -NAIL. . APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED_ EXAMPLE: ft 164(0.162" X 3.5") NAILS WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X.84.5 (Ib/naiQ X 1.15 (DOL) - 291.5 lb Maximum Capacity ANGLE MAY VARY FROM 30'TO 60' 45.00' ANGLE MAY VARY FROM 30"TO 60' THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW (20) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW SIDE VIEW 4 ) 3 NA 3 NAILS NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE. NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30' TO 60' 45.00' 45.00' � M � S No.047182-10 0 STATE OF jo Xk �l e 4 O R 1 90* Z1 ����i��sIONA1 ,��``�. V. Job. Truss Type Qty Ply Smith Residence rl T21878625 Job. Half Hip Girder 1 Job Reference (optional) r=asr wam . russ, rt. nerve, rr.. W40 - m4zu s UCt 9 ZUZU MI IeK mOUSVIes, Inc. Ind NOV 12 13:b3:51 ZUZU Pagel ID:zofKAQxZpPyBH000XmVIXEyK 2p-0HrMo8tMCJGNkxl1ldFzWBS_6j_HJD04iOSheCyJvOk -2-0-0 3-2-0 5-1� 7-1-8 11.6-0 14-11-7 19-8-11 24-2-0 286-5 33-0-0 2-0 0 3-2-0 1-11-0 2 0� 4-4.8 3-5-7 4-9-4 4-5-11 4315 4-5 11 TRUSS DESIGNED FOR MWFRS ONLY, PER BUILDING DESIGNER REQUEST. TYPICAL IN THIS JOB. 5x8M18SHS = 1x4 II sxs = 8x8 = 5.00 12 9 26 10 11 12 6x10 M18SHS i LL 8x10 M18SHS II 4x6 = Zi lu 16 - 8x8 = 8xl4 M78SHS = 8x8 = HUS26 THD28-2 HUS26 HUS26 HUS26 HUS26 17 ._ _. __ 15 __ _. 14 10x10 = HUS26 10x10 = HUS26 10x10 = HUS26 8x8 WB = HUS26 HUS26 HUS2E HUS26 3x10 M18SHS 11 Scale = 1:71.5 3-2-0 7-1-8 11. _o 1411-7 19-8-11 242-0 28-0-5 3-2-0 ' 3-11-8 ' 4.4-8 3-5-7 4_94 ff-o 4.5.11 4%3 4-5-11 Plate Offsets (X,Y)— [2:0-6-2,0-3-4], [2:0-1-7,1-6-6], [8:0-1-12,0-2-0], [9:0-5-4,0-2-0], [11:0-3-0,0-2-4], [12:0-4-0,0-1-12], [13:0-6-4,0-3-2], [14:0-3-8,0-5-8], [15:0-5-0,0-5-8], [17:0-3-8,0-6-41,[18:0-3-8 0-5.4] [20:0-5-12 0-6-01 [21:0-3-B 0-6-0] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.57 19 >686 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.98 Vert(CT) -0.88 19 >444 180 M18SHS 244/190 BCLL 10.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.15 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 616 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except* TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc pudins, 9-12: 2x4 SP No.2 except end verticals. BOT CHORD 2x8 SP SS *Except* BOT CHORD Rigid ceiling directly applied or 5-6-14 oc bracing. 2-20: 2x8 SP DSS WEBS 1 Row at midpt 12-13, 8-17, 9-17, 9-15, 11-15, 11-14, WEBS 2x4 SP No.3 *Except* 12-14 12-13: 2x8 SP No.2, 8-18,9-15,11-15: 2x4 SP No.2 9-17,10-15,11-14,12-14: 2x4 SP No.1 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 13=0-8-0, 2=0-8-0 Max Horz 2=638(LC 8) Max Uplift 13=-6758(LC 8), 2=5704(LC 8) Max Grav 13=12343(LC 2), 2=10546(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-25883/13599, 3-4=-25618/13506, 4-5=-27003/14340, 5-7=-22370/11930, 7-8=-18848/10134,8-9=-13836/7513,9-10=-10314/5672,10-11=-10314/5672, 11111111111� 11-12=-6001/3291, 12-13=11683/6436 ,����,�ER P 4.. BOTCHORD 2-22=-12946/23713, 21-22=13541/24746, 19-21=-13618/24898, 18-19=-11300/20609, �� `Q�....••.., /N �j 17-18=-9535/17355, 15-17=7082/12873, 14-15=3291/6001 �� V .• G E N AIL 11 WEBS 5-21=-2246/4373, 5-19=-5116/2765, 7-19=-2846/5450, 7-18=-5498/2967, `�� •• V\ S�••••. 8-18=-3908/7385, 8-17=-7427/4062, 9-17=-5186/9605, 9-15=-5296/2918, 10-15=-421/271, NO 22839 11-15=-5057/9158, 11-14=8347/4688, 12-14=7082/12921, 3-22=-383/662, 4-21=-397/336, 4-22=-1547/957 NOTES- -0 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: ••• OF 41/ � Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. 1C/ Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc. �'0'IO R 1 Q Q;•� ��,�� 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 ��I Sl�/ • • • • ��` ply connections have been provided to distribute only loads noted as (F) or (B), unless:otherwise indicated. �I�,1� N NO 3) 1.4ibalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Wafter R Finn PE No.22839 Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 MiTek USA, Inc. FL Cert 6634 5) Provide adequate drainage to prevent water ponding. 6904 Parke East Blvd. Tampa FL 33610 6) All plates are MT20 plates unless otherwise indicated. Date: CTdrfliWbftdwphgdfDr a plus or minus 0 degree rotation about its center. November 13,2020 ®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 ANS11TP11 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job 1 Truss Truss Type Qty Ply Smith Residence T21878625 J40709 A01G Half Hip Girder 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:53:51 2020 Page 2 ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-6HrMo8tMCJGNkxl11 dFzWBS_6j_HJD04iOSheCyJvOk NOTES- 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. • 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 13=6758, 2=5704. 11) Use USP THD28-2 (With 28-16d nails into Girder & 16-10d nails into Truss) or equivalent at 7-1-10 from the left end to connect truss(es) to front face of bottom chord. 12) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 30-6-0 to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=90, 9-12=90, 13-23=-20 Concentrated Loads (lb) Vert: 20=-1347(F) 21=2766(F) 18=-1347(F) 14=1331(F) 16=-1344(F) 27=1339(F) 28=-1347(F) 29=-1347(F) 30=1347(F) 32=-1359(F) 33=1331(F) 34=-1331(F) 35=-1331(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 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 Padre East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job r Truss Truss Type Qty Ply Smith Residence T21878626 J40709 A02 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:53:52 2020 Page 1 ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-bUPk?Ut zc0EM5KDbKmC207By7LO2kvDx2CEAeyJvOj 2 0 0 6-9-3 12-10-10 19-0-0 26-0-0 33-0-0 2-0-0 ' 6-9-3 616 6-1-6 7-0-0 7-0-0 46 = 5.no 18 3x4 = Scale = 1:58.3 3x6 = 3x6 = 3x4 = 04 = 3x8 = 3x4 = 4x4 = 3x6 II LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017rrP12014 CSI. TC 0.84 BC 0.94 WB 0.72 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except* 11-13: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 8-9: 2x6 SP No.2 REACTIONS. (size) 9=0-8-0, 2=0-8-0 Max Harz 2=617(LC 8) Max Uplift 9=-956(LC 8), 2=1035(LC 8) Max Grav 9=2032(LC 13), 2=2244(LC 13) DEFL. in floc) Udefl L/d PLATES GRIP Vert(LL) -0.32 12-14 >999 240 MT20 2441190 Vert(CT) -0.57 12-14 >694 180 Horz(CT) 0.10 9 n/a n/a Weight: 201 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-9, 5-12, 7-12, 7-10, 8-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4302/1698, 3-5=-3860/1525, 5-6=-2352/1014, 6-7=2108/1005, 7-8=1441/689, 8-9=-1885/965 BOT CHORD 2-14=-1988/4038, 12-14=-1518/3080, 10-12=-689/1441 WEBS 3-14=-652/437, 5-14=-287/949, 5-12=1293/678, 6-12=45/375, 7-12=-485/1023, 7-1 0=1 368/827, 8-1 0=-1 04512182 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=956, 2=1035. `%10%11111/��� % No 22839 9 k:50 F 101111111 OA; 0�,`�� Walter P. Ann PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: November 13,2020 ®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 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 t Truss Truss Type City Ply Smith Residence T21878627 J40709 A03 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 1213:53:53 2020 Page 1 I D:zofKAQx7pPyBHOU CXmVIXEyK_2p-3gz6CqudkwW5_FvQ921RbeYM6Xh?n8 H NAixoj4yJvO i 2 0-0 6-1-3 11.6-10 17-M 25-0-0 33-0-0 2-0 0 ' 6-1-3 5-" 5-5-0 8-0-0 8-0.0 4x6 = 5.00 12 18 3x4 = Scale = 1:58.3 3x6 = 3x8 = 3x4 = 4x4 = 3x8 = 4x4 = 4x4 = 3x6 II 8-9-14 17-0-0 25-0-0 33-0-0 8-9-14 8-2-2 840-0 840-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.88 Vert(LL) -0.22 12-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.90 Vert(CT) -0.43 12-14 >919 180 BCLL 10.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.10 9 We n/a BCDL 10.0 Code FBC2017f rPI2014 Matrix -MS Weight: 194 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-5-10 oc bracing. BOT CHORD 2x4 SP No.1 'Except* WEBS 1 Row at midpt 8-9. 5-12, 7-10. 8-10 11-13: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 8-9: 2x6 SP No.2 REACTIONS. (size) 9=0-8-0, 2=0-8-0 Max Horz 2=562(LC 8) Max Uplift 9=-943(LC 8), 2=1047(LC 8) Max Grav 9=1996(LC 13), 2=2212(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4287/1753, 3-5=-3896/1604, 5-6=-2609/1163, 6-7=-2359/1139, 7-8=1761/846. 8-9=-1834/954 BOT CHORD 2-14=1991/4016, 12-14=-1585/3191, 10-12=-846/1761 WEBS 3-14=-577/382, 5-14=-246/800, 5-12=1113/592, 6-12=-93/471, 7-12=-396/808, 7-1 0=-1 265/798, 8-1 0=-1 125/2337 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; xp C; Encl., GCge t.18; ent RS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 ,,,��``P�.� �R p 2) Provides 3) Plates checked for a plus or minus 0 degree rotation about its center. ,�� V �C' E (� S •• �/ i� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `� F•••. �.0 5) . This truss has been designed fora live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ; • No 22 839 will fit between the bottom chord and any other members, with BCDL = 10.Opsf. = * : •: 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=943, 2=1047. '33: S •:�� 1PiS0IV Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19I2020 BEFORE USE. k® Design valid for use only with MiTeconnectors. This design Is based only upon parameters shown, 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 ANSI17P/1 Quality Criteria, DSO-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job, Truss Truss Type City Ply Smith Residence �A(014 T21878628 J40709 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 1213:53:64 2020 Page 1 I D: zofKAQxZpPyBH OU CXmVIXEyK_2p-XsXU QAvFV EeybPUcjlpg8p4X—x3 P WZQ WOMh LFXyJvOh 2.0-0 5-5 3 10-2-10 15-0-0 17-4-0 22-4-0 27�-0 33-0-0 2 0 0 ' 5-5-3 4-9 6 4-9-6 2-4-0 5-0-0 5 0 0 5-8-0 5.00 12 48 = 2x4 II Scale = 1:59.6 3x4 = 3x4 = 2x4 II 3x6 = 823 9 10 11 Ig 3x6 = 3x4 = 4x4 = 5x12 = 1x4 II 2x4 II 5x5 = 7-9-14 15-0-0 174-0 27 4-0 33-0-0 7-9-14 7-2-2 2 4-0 10-0-0 548-0 Plate Offsets (X,Y)— [6:0-5-4,0-2-0], [12:0-2-4,0-3-0], [14:0-2-4,Edge], [15:0-2-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.43 14-15 >920 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.82 Vert(CT) -0.81 14-15 >486 180 BCLL 10.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.15 12 file n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 215 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 `Except* 2-18: 2x4 SP No. 1, 7-16,10-13: 2x4 SP No.3, 14-15: 2x4 SP M 31 BOT CHORD WEBS 2x4 SP No.3 *Except* WEBS 11-12: 2x6 SP No.2 REACTIONS. (size) 12=0-8-0, 2=0-8-0 Max Horz 2=506(LC 8) Max Uplift 12=-932(LC 8), 2=1059(LC 8) Max Grav 12=1913(LC 13),2=2192(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4317/1797, 3-5=-3972/1675, 5-6=2853/1304, 6-7=3067/1484, 7-8=3096/1494, 8-10=-1694/808,10-11=-1678/808,11-12=-1842/938 BOT CHORD 2-19=-1983/4020, 17-19=-1652/3325, 7-15=-349/241, 14-15=1302/2591, 10-14=-496/325 WEBS 3-19=-485/318, 5-19=-194/684, 5-17=993/526, 6-17=-492/266, 15-17=1299/2962, 6-15=-616/1312,8-15=-276/724,8-14=1287/708,11-14=1129/2341 Structural wood sheathing directly applied or 2-5-3 cc purlins, except end verticals. Rigid ceiling directly applied or 4-5-11 oc bracing. 1 Row at midpt 8-14, 11-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.0psf 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (A=lb) 12=932, 2=1059. %11111111111 �. • EN"',.'L .`` • �'� F • '. No 22839 ;cam OF . 44/: Walter P. Finn PE No.22839 MiTek USA, Inc. R Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ® 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 iYl is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the +niTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/t Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job r Truss Truss Type Oily Ply ith Residence T21878629 J40709 A05 Half Hip 1 1 [Jobi eference o tionat East coast Truss, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 1213:53:55 2020 Page 1 ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-135sd WwtFXmpDZ3oGTKvg1 di1LM6FOxgdOQunzyJvOg -2-0.0 6-9-14 13-0-0 17-4-0 22-4-0 27-4-0 33.0.0 ' 2-a0 ' 6-9-14 ' 12-2 4-4-0 5.0-0 '6 0_ 5-8.0 5.00 12 Scale = 1:59.6 4x8 = 2x4 II 3x4 = 3x4 = 2x4 II 06 = 5 6 722 8 9 10 Ib 3x6 = 1x4 II 5x5 WB = 5x12 = 2x4 II 2x4 II Sx51= i 6-9-14 13-0-0 17' 0 27-4-0 33-0-0 6-2-2 4-4-0 10-0-0 5-8-0 Plate Offsets (X,Y)— [5:0-5-4,0-2-01 [11:0-2-4,0-3-0j,[13:0-2-4 Edoe),[14:0-2-12,0-2-12) [16:0-2-4 0-2-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.41 13-14 >952 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.98 Vert(CT) -0.86 13-14 >455 180 BCLL 10.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.18 11 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Weight: 203 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except* 6-15,9-12: 2x4 SP No.3, 13-14: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 10-11: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=0-10-9, 2=0-8-0 Max Horz 2=450(LC 8) Max Uplift 11=-922(LC 8), 2=1069(LC 8) Max Grav 11=1870(LC 13), 2=2164(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-16, 7-13, 10-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4192/1778, 3-5=-3120/1425, 5-6=3531/1730, 6-7=3568/1742, 7-9=1954/948, 9-10=-19331947,10-11=-17921928 BOT CHORD 2-18=-1896/3870,16-18=-1896/3870,6-14=-439/293,13-14=-1520/2987,9-13=-499/327 WEBS 3-18=0/275, 3-16=1169/563. 14-16=-1332/2894, 5-14=531/1110, 7-14=-294/769, 7-13=1367/757, 10-13=-1222/2491 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except fjt=lb) 11=922, 2=1069. ,t1111111/lot If-R P. F� �ii� •\V�G E I i No 22839 *10 nnl Walter P. Finn PE No.22839 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 A 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 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 ANSbTP/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 r Truss Truss Type Qty Ply Smith Residence T21878630 J40709 A06 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:53:58 2020 Page 1 ID:zofKAQxZpPyB H OUCXmVIXEyK_2p-Pem?GXylYS804OoNybtclfFFfYOpSO C6J_fZOIyJvOd 5-9-14 11-0.0 17-4-0 224-0 27-4-0 31-0.0 S-9-14 ' 5-2-2 6-4-0 5-0-0 5-0-0 34 = 5x5 WB = Scale = 1:56.2 4x8 = 2x4 II 3x4 3x4 = 2x4 II 3x6 = = 4 5 621 7 8 9 5x8 = 3x4 II 5-9-14 11-0.0 17-4-0 27-4-0 10 2x4 I I 5x5 = 30-11-10 31- 0 5-9-14 5-2-2 6-4-0 10-0-0 3-7-10 0- 6 Plate Offsets (X,Y)— [4:0-5-4,0-2-0],[10:0-2-4,0-3-0],[12:0-2-8,Edge] [13:0-2-B 0-2-12],[15:0-4-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.76 Vert(LL) -0.40 12-13 >931 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.92 Vert(CT) -0.83 12-13 >443 180 BCLL 10.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.17 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 186 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD 4-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 5-14,8-11: 2x4 SP No.3, 12-13,14-16: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 *Except* 9-10: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0-10-9, 2=0-8-0 Max Horz 2=395(LC 8) Max Uplift 10=-859(LC 8), 2=-1022(LC 8) Max Grav 10=1747(LC 13), 2=2032(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3927/1681, 3-4=-3107/1423, 4-5=-3763/1849, 5-6=3807/1855, 6-8=1515/723, 8-9=-1472/711, 9-10=-1713/853 BOT CHORD 2-17=-1761/3622,15-17=-1761/3622,5-13=-556/371,12-13=-1498/2929,8-12=-407/268 WEBS 3-15=-901/429, 13-15=-1294/2748, 4-13=-582/1219, 6-13=-437/1073, 6-12=-1731/949, 9-12=-1049/2169 Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 6-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=71t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb) 10=859,2=1022. ,,`,�1111111/1/��,, � P�I ER P. � �. GEIVS;• N� �i. No 22839 Intl Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ® 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' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPlf Quality Criteria, 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 f Job Truss Truss Type Qty Ply Smith Residence T21878631 J40709 A07 Half Hip 1 1 Job Reference (optional) t Last toast I cuss, m. vierce, hL :5494b 6.42U S UCt 9 P02U MI I eK Industries, Inc. Thu Nov 12 13:53:59 2020 Pagel ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-tgKNTtzNJmGFiANaVJ PrrtoTpyjCBufFYeO6wkyJvOc 2 0-0 4-9 14 9 0 0 13-2-0 17-4-0 22-4-0 27-4-0 3t7-0-0 2-0-0 ' 4-9-14 4-2-2 4-2-0 4-2-0 5-M 5 0 0 2-8-0 4x8 = 3x4 = 2x4 II 5 6 Scale = 1:54.5 3x6 = 3x4 = 2x4 II 3x6 = 722 8 9 10 I9 3x6 = 3x4 = 4x4 = 4x10 = 2x4 II 2x4 11 5x5 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 10.0 BCOL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.54 BC 0.97 WB 0.72 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud -0.43 13-14 >841 240 -0.88 13-14 >404 180 0.19 11 n/a n/a PLATES GRIP MT20 2441190 Weight: 174 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 2-17,13-14: 2x4 SP No.1, 6-15,9-12: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 7-13 10-11: 2x6 SP No.2, 14-16: 2x4 SP No.2 REACTIONS. (size) 11=0-8-0, 2=0-8-0 Max Horz 2=339(LC 8) Max Uplift 11=-825(LC 8), 2=1002(LC 8) Max Grav 11=1679(LC 13), 2=1956(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3726/1685, 3-4=-3202/1455, 4-5=3327/1635, 5-6=-4407/2146, 6-7=4499/2177, 7-9=-1396/656, 9-10=-1327/634, 10-11=-1667/807 BOT CHORD 2-18=-171913461,16-18=-1400/2924,6-14=-391/268,13-14=-1705/3320,9-13=-364/243 WEBS 3-18=-608/351, 4-18=-101/510, 7-14=537/1341, 7-13=2190/1194, 10-13=993/2072, 4-16=-370/738,5-16=-1127/607,14-16=-1557/3312,5-14=-622/1314 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph Vasd=132mph; TCDL=4.Opsf; ,t%1111111111//1"�, (3-second gust) BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., �� -� ER PF GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide drainage ♦� ......... V E •• adequate to prevent water ponding. ♦♦♦ .• �G V F•*•, 0. 4) Plates checked for a plus or minus 0 degree rotation about its center. ♦♦ 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 22839 •• •� 6) ' This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Z * �• * = will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Z 11=825, 2=1002. �'U • .. i� S ,O N A ��,`�� ; nn� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ®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 ��eeec 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 ANSI1TP/f Quality Cdteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job r Truss Truss Type Qty Ply Smith Residence T21878632 J40709 A08G Half Hip Girder 1 ] 2 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:54:01 2020 Page 1 ID:zofKAQxZpPyBH000XmVIXEyK 2p-gDSBuZ—erNWyxUWydjRJwltkRIR7flbY?ytD?dyJvOa 2-0-0 3-9-14 7-0-0 12-2-0 174-0 22-4-0 27-4-0 30-0-0 2-0-0 3-9-14 3-2-2 5-2-0 5-2-0 5-0-0 5-0-0 248-0 5.00 12 4x8 = 4x10 = 4x4 = 4x4 = 1x4 II 4 24 25 5 26 27 6 28 7 82930 31 Scale = 1:54.5 3x8 = 06 = 932 33 10 Ig la 34 30 3ti ut -- '- 43 '' 3x6 — tx4 II 5x5 = 3x4 7x8 — 3x4 II 2x4 II 5x5 — 3-9-14 7-0-0 12-2-0 17-0-0 224-0 27-4-0 30-0-0 3-9-14 ' 3-2-2 5-2-0 5-2-0 5-0-0 5-0-0 2-8-0 Plate Offsets (X,Y)— [4:0-5-4,0-2-01,[5:0-3-8 0-2-01,[7:0-2-0,Edoe),[11:0-2-4 0-3-0) [13:0-5-8 0-4-0) [15:0-8-4 0-4-41 LOADING (psi) SPACING- 2-0-0 CS1. DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.63 16 >566 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.88 Vert(CT) -0.98 14-15 >365 180 M18SHS 244/190 BCLL 10.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.31 11 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 340 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 4-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 13-15: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 10-11: 2x6 SP No.2, 15-17,6-14,9-14: 2x4 SP No.2 REACTIONS. (size) 11=0-8-0, 2=0-8-0 Max Horz 2=283(LC 21) Max Uplift 11=-1910(LC 8), 2=1818(LC 8) Max Grav 11=3738(LC 25), 2=3535(LC 25) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7744/3654, 3-4=-7515/3673, 4-5=9203/4631, 5-6=14601/7438, 6-8=-10721/5454, 8-9=-10721/5454, 9-10=-4469/2296, 10-11=-3561/1865 BOT CHORD 2-20=-3486/7122, 18-20=3486/7122, 17-18=-3454/6975, 16-17=-451/922, 15-16=-38/278, 6-15=294/932, 14-15=-7677/15093, 13-14=-2456/4782, 9-13=-2893/1597 WEBS 3-18=-526/361, 4-18=-259/937, 4-17=1403/2646, 5-17=-2839/1679, 15-17=-4372/8636, 5-15=-2891/5581, 6-14=-4666/2373, 8-14=-831/561, 9-14=-3215/6372, 10-13=-2856/5553 Structural wood sheathing directly applied or 2-8-14 oc puriins, except end verticals. Rigid ceiling directly applied or 6-0-4 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except ()t=lb) 11=1910, 2=1818. Continued on page 2 ,�/1111111//� �J• •�.�G E N S4S' No 22839 rid OF ION Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ® 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 E�, a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job r Truss Truss Type Qty Ply Smith Residence �IAOIBG T21878632 J40709 Half Hip Girder 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:54:012020 Page 2 ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-gDS8uZ erNWyxUWydjRJwltkRIR7flbY7ytD?dyJvOa NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 Ib down and 223 Ib up at 7-0-0, 231 Ib down and 213 Ib up at 9-0-12, 231 Ib down and 213 Ib up at 11-0-12, 231 Ib down and 213 Ib up at 13-0-12, 231 Ib down and 213 Ib up at 15-0-12, 231 Ib down and 213 Ib up at 17-0-12, 219 Ib down and 185 Ib up at 19-0-12, 219 Ib down and 185 Ib up at 21-0-12, 219 Ib down and 185 Ib up at 23-0-12, 219 Ib down and 185 Ib up at 25-0-12, and 219 Ib down • and 185 Ib up at 27-0-12, and 222 Ib down and 212 Ib up at 29-0-12 on top chord, and 547 Ib down and 227 Ib up at 7-0-0, 99 Ib down and 26 Ib up at 9-0-12, 99 Ib down and 26 Ib up at 11-0-12, 99 Ib down and 26 Ib up at 13-0-12, 99 Ib down and 26 Ib up at 15-0-12, 99 Ib down and 26 Ib up at 17-2-4, 109 Ib down and 54 Ib up at 19-0-12, 109 Ib down and 54 Ib up at 21-0-12, 109 Ib down and 54 Ib up at 23-0-12, 109 Ib down and 54 Ib up at 25-0-12, and 109 Ib down and 54 Ib up at 27-0-12, and 104 Ib down and 26 Ib up at 29-0-12 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=1.25 Uniform Loads (plf) Vert: 1-4=90, 4-10=90, 16-21=-20, 13-15=20, 11-12=20 Concentrated Loads (lb) Vert: 4=-169(B) 7=145(B) 16=-76(B) 6=-169(B) 18=-433(B) 24=169(121) 25=-169(B) 26=-169(B) 27=-169(B) 28=-145(B) 30=-145(B) 31=-145(B) 32=-145(B) 33=-182(B) 34=76(B) 35=76(8) 36=76(B) 37=-76(B) 38=-98(B) 39=98(B) 40=-98(B) 41=98(B) 42=-98(B) 43=79(B) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 6/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M�Te �• is always required for stability and to prevent collapse 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 Smith Residence T21878633 J40709 B01 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:54:02 2020 Page 1 I D:zofKAQxZpPyB HO UCXm VIXEyll2p-IPO W5v?GchepZd58B RyYSVQvC9m hO DoiEcdmX3yJvOZ 2-0-0 2-10-0 5-0-0 12-4-0 14-8-0 19.1.8 23-3-0 27-8-0 2-0-0 ' 2 6:6 ' 2-2-0 ' 7-4-0 2.4-0 4-5-8 4-1-8 4-5-0 Scale = 1:54.8 4x4 = 3x4 2x4 II = 8 19 9 10 I4 3X8 : ' 3x6 = 5x5 = 3x8 = 3x6 = 5.00 12 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.33 BCLL 10.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 10-11,7-13: 2x6 SP No.2 2741-0 CSI. DEFL. in floc) War! L/d PLATES GRIP TC 0.85 Vert(ILL) 0.2911-12 >537 240 MT20 244/190 BC 0.92 Vert(CT)-0.3311-12 >468 180 WB 0.89 Horz(CT) 0.04 13 n/a n/a Matrix -MS Weight: 196 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-15 oc bracing. WEBS 1 Row at micipt 10-11, 9-12, 9-11, 4-15 REACTIONS. (size) 11=0-8-0, 2=0-8-0, 13=0-8-0 Max Horz 2=620(LC 8) Max Uplift 11=-502(LC 5), 2=293(LC 8). 13=1546(LC 8) Max Grav 11=346(LC 2), 2=676(LC 1), 13=2397(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-453/119, 3-4=-1213/249, 4-6=-566/878, 6-7=-576/1052, 7-8=0/357, 8-9=0/277 BOT CHORD 3-16=-728/1326, 15-16=-729/1329, 6-15=-79/348, 13-14=579/204, 12-13=947/397 WEBS 8-12=-460/229, 9-12=-501/86, 9-11=78/275, 4-15=19761955, 4-16=0/329, 7-12=-805/1180,7-13=-1421/1016,6-13=-887/464 NOTES- 1) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch right exposed: Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=502, 2=293, 13=1546. 0111111111111 No 22839 L :9: OF .41 A111 �����♦ Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��®® a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/i 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 Smith Residence T21878634 J40709 802 Half Hip 1 1 JJob Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 1213:54:03 2020 Page 1 ID:zofKAQxZpPyBH000XmVIXEyK 2p-mbauJFOuN?ngBngLk8Tn?jy3FZ627iQrTGMK3VyJvOY -2 0 0 2-10-0 5 0-0 12-4-0 14-M 17-1-8 22-4-12 27 8 -0-- 20 2.10-0 2O 7-4-0 2-4-0 2-5.8 5-3-4 5-31 Scale = 1:51.2 4x4 = 3x4 = 3x6 = 5.00 12 8 209 I¢ axn v 3x6 = 5x5 = 3x8 = 3x4 = 3x8 II 5.00 12 2 8 0 2-1A-0 5-0-0 12-2-0 12 4-0 14 8-0 17-1 8 224-12 27-8-0 2-8-0 0- -0 2-2-0 7-2-0 D- -0 2-d-0 2-5-A5-:i-d Plate Offsets (X,Y)— [2:0-1-0,Edge], [3:0-4-0,0-2-0], [5:0-2-0 Edge], [14:0-24,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.18 17-18 >992 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.92 Vert(CT) -0.28 17-18 >637 180 BCLL 10.0 Rep Stress [nor YES WB 0.74 Horz(CT) 0.04 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 201 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 10-11,7-14: 2x6 SP No.2 WEBS REACTIONS. (size) 11=0-8-0, 2=0-8-0, 14=0-8-0 Max Horz 2=564(LC 8) Max Uplift 11=-503(LC 5), 2=313(LC 8), 14=-1537(LC 8) Max Grav 11=354(LC 2), 2=674(LC 1), 14=2375(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-395/98, 3-4=1216/289, 4-6=-516/868, 6-7=-519/1037, 7-8=134/602, 8-9=-82/510, 10-11=261 /407 BOT CHORD 3-17=-708/1312, 16-17=-709/1315, 6-16=66/322, 14-15=581/210, 13-14=964/416 WEBS 8-13=-537/279, 9-13=-753/447, 10-12=394/117, 4-16=1967/944, 4-17=0/329, 7-14=-1333/967, 7-13=-872/1231, 6-14=-922/497 Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 5-9-2 oc bracing. 1 Row at midpt 9-13. 4-16 NOTES- 1) Wind: ASCE 7-10; VuR=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in 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) 2 considers parallel to grain value using ANSlrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=503, 2=313, 14=1537. R P. F� �i�♦♦ N o do No 22839 i� �% Waiter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: November 13,2020 ® 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 Milrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is ahvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Smith Residence TE3'03 T21878635 J40709 Half Hip 1 1 Job Reference (optional) tast Coast Truss, Ft. Pierce, FL 34945 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:54:05 2020 Page 1 ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-i_iekw28vc10Q5gjsZVF481 QeNnObeG8warQ8OyJvO W -2-0-0 2-10-0 5-0 0 12-4-0 15-1.8 21-4-12 27-" 2-0 0 2-10-0 2-2-0 740 2-9-8 6-34 6-3-4 —I 5.00 12 48 = 2x4 11 7 8 Scale = 1:50.2 sxo -i 3x6 = 6x10 = 3x8 = 2x4 II 5.00 12 2-8-0 5-0-0 27-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.17 16-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.92 Vert(CT) -0.28 16-17 >635 180 BCLL 10.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.04 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 186 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-13 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 10-11,7-13: 2x6 SP No.2 WEBS 1 Row at midpt 4-15. 8-13. 8-12 REACTIONS. (size) 11=0-8-0, 2=0-8-0, 13=0-8-0 Max Horz 2=509(LC 8) Max Uplift 11=-502(LC 5), 2=332(LC 8), 13=-1525(LC 8) Max Grav 11=340(LC 2), 2=675(LC 1), 13=2350(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-336/76, 34=1243/333, 4-6=-470/848, 6-7=-455/1018, 7-8=466/1063, 8-9=-50/294, 9-10=50/294, 10-11=251/387 BOT CHORD 3-16=-692/1324, 15-16=693111327, 6-15=-18/337, 13-14=581/226, 12-13=849/333 WEBS 9-12=-640/417, 10-12=-407/39, 4-15=-1976/942, 4-16=0/327, 6-13=-890/421, 8-13=-14181938,8-12=-753/1060 NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in 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 atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=502, 2=332, 13=1525. I; ,/llllllllllll�,' ER P. E N No 22839 �cc ' O:•• 'i % OF •.�10 nnl Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and proper Incorporate this design into 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 I Truss Truss Type City Ply Smith Residence T21878636 J40709 B04 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 1213:54:06 2020 Page 1 ID:zofKAQxZpPyBH000XmVIXEyK 2p-AAF1xG2ngw9F2FPwQH1UdLaaXm8UK41H9Eb_ggyJvOV -2-0-0 2-11-0 5-0-0 12-4-0 131 $ 147-7 , 20-3-0 27-M 2 0 0 2-10-0 2-2-0 7.4-0 9 8 1-5 15 5-7-9 7-5-0 5.00 12 3x4 = 2x4 II 5x5 6 7 8 3x4 = 19 Scale = 1:50.2 34 = 10 uxe — 3x6 = 6x10 = 3x4 = 2x4 II 5.00 12 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.33 BCLL 10.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 'Except* 10-11,8-13: 2x6 SP No.2 14-7-7 20-3-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TIC 0.90 Vert(LL) 0.1611-12 >934 240 MT20 244/190 BC 0.87 Vert(CT) -0.26 16-17 >671 180 WB 0.70 Horz(CT) 0.03 11 n/a n/a Matrix -MS Weight: 171 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-12, 4-15, 9-13 REACTIONS. (size) 11=0-8-0, 2=0-9-1, 13=0-9-1 Max Horz 2=453(LC 8) Max Uplift 11=-494(LC 5), 2=343(LC 8), 13=-1524(LC 8) Max Grav 11=326(LC 2),2=661(LC 13),13=2303(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-280/58, 3-4=1176/329. 4-6=-447/876, 6-7=-428/986, 7-8=479/1082, 8-9= 479/1082, 9-10=01358, 10-11=227/347 BOT CHORD 3-16=-631/1242, 15-16=-632/1245, 6-15=38/332, 13-14=605/251, 12-13=358/0 WEBS 9-12=-209/337, 10-12=-452/0, 4-15=11933/914, 4-16=0/328, 9-13=-1221/914, 8-13=-320/236, 6-13=-1166/558 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in 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) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=494, 2=343, 13=1524. Ib t111111111111 i.0 No 22839 i:c� �0 OQ.0 R 1 �• G�=� Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ® 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 ANSIVTPH Duality Criteda, DSB-89 and BCS/ 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 Smith Residence T21878637 J40709 B05 Half Hip 1 1 Job Reference (optional) 01. East Coast Truss, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:54:07 2020 Page 1 I D:zofKAQxZpPyBH OUCXm VIXEyK_2p-eMpP8c3PR DH6fP_6z_Yj9Z7p2AYM3UzROuKXCGyJvOU 2A-0 2-3-7 510-10 11-1-8 12-8-9 17-2-10 23-3-11 29415 2-0-0 2-3 7 3-7 4 5-2-14 1-7-1 45 0 6-1-2 6 4-10 5x5 = 2x4 II 3x4 = 5 6 7 Scale = 1:53.4 3x4 = 3x4 = 2x4 II 20 8 9 10 3x4 = 2x4 II 3x8 = U10 = 3x4 = 3x4 = 5x5 = 237 5-10-10 11-1-8 12.8-9 21-0-11 29-7-15 29 -5 2-3-7 3-7 4 5-2-14 1-7-1 8-4-2 8-7-4 V. Plate Offsets (X,Y)— [11:0-2-4,0-2-121 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.26 11-12 >783 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.63 Vert(CT) 0.23 11-12 >861 180 BCLL 10.0 Rep Stress Incr YES WB 0.89 Horz(CT) -0.01 11 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 177 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 10-11,6-14,3-16: 2x6 SP No.2 REACTIONS. All bearings 0-11-5 except (jt=length) 11=0-10-9, 2=0-8-0. (lb) - Max Horz 2=398(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 11=762(1_C 5), 2=-228(LC 8), 14=1467(LC 8), 16=164(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 11=778(LC 1), 2=308(LC 1), 14=1851(LC 2). 16=667(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=280/259, 3-4=-45210, 4-5=-536/55, 5-6=339/466, 6-7=-339/466, 7-8=596/644 BOT CHORD 14-15=-258/203, 12-14=-342/309, 11-12=-621/642 WEBS 7-14=1118/959, 7-12=-484/483, 8-11=755/724, 6-14=253/184, 5-14=701/464, 5-15=-403/816,4-15=-485/368,3-16=619/188,3-15=-1131599 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.0psf 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 762 lb uplift at joint 11, 228 lb uplift at joint 2, 1467 lb uplift atjoint 14 and 164 lb uplift at joint 16. ER P, , 'Pre i No 22839 OF .• Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 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 pal, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse 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 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 Smith Residence T21878638 J40709 B06 Monopitch 1 1 Job Reference (optional) East coast Truss, Ft. Pierce, FL 34945 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 1213:54:10 2020 Page 1 ID:zofKAWpPyBH000XmVIXEyi 2p-3xVXne5Hj6fhWsihf65QnBIE00VfGsCt4rZBpbyJvOR -2-0-0 2-10-0 5-0-0 12-4-0 15-0-0 2-0-0 2-10-0 2-2-0 7-" 2 8 0 5.00 12 I4 5.00 12 — " 5x5 2 8 0 2-}17,-0 5-0A 12-2-0 12 0 15-0-0 22 -0 2-2A 7-2-0 Scale = 1:36.5 Plate Offsets (x Y)— [2:0-5-6,Edgej, [3:0-5-8,0-2-0), [8:0-2-4,0-2-121 [10:0-2-8,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.99 Vert(LL) 0.34 11-12 >519 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.85 Vert(CT) -0.54 11-12 >329 180 M18SHS 244/190 BCLL 10.0 Rep Stress ]nor YES WB 0.80 Horz(CT) 0.28 8 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 95 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-5: 2x4 SP No.1 BOT CHORD 2x4 SP N0.2 *Except* 3-10: 2x4 SP M 31, 6-9: 2x4 SP No.3 WEBS 2x4 SP No,3 *Except* 7-8: 2x6 SP No.2 REACTIONS. (size) 8=0-8-0, 2=0-8-0 Max Horz 2=498(LC 8) Max Uplift 8=-477(LC 8), 2=520(LC 8) Max Grav 8=959(LC 13), 2=1084(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-368/0, 3-4=3263/1240, 4-6=-689/151, 6-7=-643/288, 7-8=-911/463 BOT CHORD 3-11 =-1 543/3239. 10-11 =-1 543/3239, 6-1O=553/413 WEBS 7-10=-629/1237, 4-10=-2685/1258, 4-11=-96/581 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-10 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in 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) 2 considers parallel to grain value using ANSIfrPI 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 477 lb uplift at joint 8 and 520 lb uplift at joint 2. �IIIIIIIII/� Jf_R P- -" C E N No 22839 (ram �0NA �����• nnl Walter P, Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ® 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�e building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Smith Residence TB'07 �Monopitch T218J40709 1 1 Job Reference (optional) Cast (;oast i russ, m. merce, t-L 3494b 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:54:11 2020 Page 1 ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-X83w_6vUSnY8OHtCgcfKP HRwnrS?IxOJV IIL1 yJvOQ 2 0 0 2-10- 5-0-0 12-4-0 16-0-0 2 0-0 2-10-0 2-2-0 7-4-0 3 8-0 t 2-10-0 c G9 I r' 5.00 12 2X4 5X5 = Ia Scale = 1:38.6 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017frP12014 CSI. TC 0.85 BC 0.88 WB 0.83 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d 0.36 11-12 >529 240 -0.56 11-12 >339 180 0.29 8 n/a n/a PLATES MT20 M18SHS Weight: 97 lb GRIP 244/190 244/190 FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, 1-5: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 5-8-10 oc bracing. 3-10: 2x4 SP M 31, 6-9: 2x4 SP No.3, 2-3: 2x4 SP No.1 WEBS 1 Row at midpt 4-10 WEBS 2x4 SP No.3 REACTIONS. (size) 8=Mechanical, 2=0-8-0 Max Horz 2=528(LC 8) Max Uplift 8=514(1-C 8), 2=542(LC 8) Max Grav 8=1030(LC 13), 2=1151(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-395/0, 3-4=3576/1371, 4-6=-906/231, 6-7=-866/375, 7-8=965/509 BOT CHORD 3-11 =-1 704/3557, 10-11 =-1 70413557, 6-10=-569/423 WEBS 7-10=-699/1384, 4-10=-2796/1315, 4-11=99/585 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a 0 degree its `t11111111111", 1. plus or minus rotation about center. �� -� ER P. R //y 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 �� ``Q.�, •. • • • �j' E N �/ a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,�� V .• �G S+'•. �� V F �•. 00 will fit between the bottom chord and any other members, with BCDL = 10.0psf. �� •• 6) Refer to girder(s) for truss to truss connections. No 22$39 �� 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 514 lb uplift at joint 8 and 542 lb uplift at joint 2. '0 OF 41/: . ��iF�•�OR1�P'�\��� /ONA nn1 Walter P, Rnn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 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 MiTekD connectors. This design is based only upon parameters shown, and Is for an individual building component, not �® a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeic• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 I Truss Truss Type Qty Ply Smith Residence T21878640 J40709 B08 Monopitch 3 1 Job Reference (optional) 0 m4zu s Uct 9 2UZU MI I eK Industries, Inc. Thu Nov 12 13:54:12 2020 Page 1 ID: zofKAQxZpPyBH 0 U CXm VIXEyK_2p-7KdICK7XFmvPmAs3mX7uscgjP B Enki2AX921u UyJvOP 2 0 0 5-8-1 10-8-4 16-0-0 2-0-0 5-8-1 5-0.4 5-3-12 Scale = 1:39.9 2x4 II i 8-2-2 16-0-0 ' 8-2-2 7_Q_1d 5x5 = Plate Offsets (X,Y)— 17:0-2-8 0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.09 8-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.68 Vert(CT) -0.19 8-11 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 84 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 2=0-8-0, 7=Mechanical Max Horz 2=529(LC 8) Max Uplift 2=-550(LC 8), 7=513(LC 8) Max Grav 2=1170(LC 13), 7=1026(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1682/495, 3-5=-1322/360 BOT CHORD 2-8=-805/1611, 7-8=-436/833 WEBS 3-8=-537/348, 5-8=222/773, 5-7=1081/570 Structural wood sheathing directly applied or 4-1-2 oc purlins, except end verticals. Rigid ceiling directly applied or 6-7-1 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) • This truss has been designed for a live load of 10.0psf 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, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 550 lb uplift at joint 2 and 513 lb uplift at joint 7. RP. 111►11j,,, No 22839 O •• O F �r�: O R� i• •• C? �` Waiter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 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 ontywith MiTeM connectors. This design is based only upon parameters shown, 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 ANSlyiplf Quality Criteria, DSBA9 and BCS/ Building Component 6904 Parke East Blvd. Safetylnformat/on available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' Truss Truss Type Qty Ply Smith Residence T21878641 J40709 B09 Half Hip 1 1 Job Reference (optional) Puss, Fi. Pierce, Pi_ 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:54:13 2020 Page 1 ID:zofKAQxZpPyBH000XmVIXEyK 2p-TWAgPf8AO31FNKRGKFf7PgNnmbZITCrJmpnrQwyJv00 2 0-0 7-9-14 15-0-0 16-0-0 2-0.0 7-9-14 7-2-2 1-0-0 5x5 = Scale = 1:39.6 2x4 II 5.00 12 5 6 3x4 = 3x4 = 5x5 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.17 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.76 Vert(CT) -0.28 7-8 >676 180 BCLL 10.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 89 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=506(LC 8) Max Uplift 7=-503(LC 8), 2=560(LC 8) Max Grav 7=1046(LC 13), 2=1178(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1597/441, 3-5=-1696/680 BOT CHORD 2-8=-706/1478 WEBS 3-8=-795/562, 5-7=-1051/652, 5-8=823/1758 Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-9-10 oc bracing. 1 Row at midpt 5-8 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 503 lb uplift at joint 7 and 560 lb uplift at joint 2. `{{{I11111/II�,,/ ,%�� P,1 ER P,_ ,�� i4: ee OP No 22839 .0 S . �: .,-40� S/ONAI Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ® 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 ITS building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse 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, 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 i Truss Truss Type Qty Ply Smith Residence T21878642 J40709 B10 Half Hip 1 1 Job Reference (optional) East Coast t russ, Ft. Pierce, FL J4,d4b 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:54:14 2020 Page 1 ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-xjk2c78onN967TOSuyAMx1 v7D7xrCm Wr7TXPyMyJvON -2-0-0 6-0-14 13-0-0 16-0-0 2-0_0 6-9-14 6-2-2 3-0-0 4x4 = 3x4 = 5.00 12 1X4 II 3X8 = JXo 11 6-9-14 Scale = 1:35.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.09 9-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.58 Vert(CT) -0.17 9-12 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 90 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=450(LC 8) Max Uplift 7=-483(LC 8), 2=580(LC 8) Max Grav 7=975(LC 13), 2=1174(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1672/534, 3-5=-563/164, 5-6=438/213, 6-7=-949/481 BOT CHORD 2-9=749/1547, 8-9=-749/1547 WEBS 3-9=0/289, 3-8=-12121582, 6-8=-475/979 Structural wood sheathing directly applied or 3-11-2 cc puffins, except end verticals. Rigid ceiling directly applied or 6-9-4 cc bracing. 1 Row at midpt 3-8 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 7 and 580 lb uplift at joint 2. i� No 22839 ="0: :cam ?fit OF . 41I %,O�s�� O R,OPN��C/, A' Walter P. Hnn PE No.22839 M1Tek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ® 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 oftrusses and truss systems, see ANSbTP/f Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' Truss Truss Type Qty Ply Smith Residence T21878643 J40709 B11 Half Hip 1 1 Job Reference (optional) Eas[ Coast Truss, Fi. Pierce, FL 34946 8.420 Is Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:54:15 2020 Page 1 ID: zofKAQxZpPyBH 0 UCXm VIXEyK_2p-PvlQq L9QYhHzddbeRghbU FS EZPJZx95cD7GyUpyJvO M -2-0.0 5-9-14 11-0-0 16-0-0 2-0-0 5-9-14 5-2-2 5.0.0 44 = Scale = 1:31.4 3x4 = 3x4 = axo u r 5-9-14 11-0-0 16-0-0 ' 5-9-14 ' 5-2-2 5-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in floc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.06 8-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.49 Vert(CT) -0.11 8-11 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.02 6 n/a file BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 86 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-9-1 oc bracing. REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=395(LC 8) Max Uplift 6=465(LC 8), 2=-598(LC 8) Max Grav 6=946(LC 13), 2=1170(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1749/607, 34=-859/324, 4-5=729/353, 5-6=-873/471 BOT CHORD 2-8=772/1616, 7-8=-772/1616 WEBS 3-7=-974/456, 5-7=481/997 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Dpsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 1 O.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and BCDL = 10.Opsf. 1!t any other members, with 6) Refer to for truss to truss ��� ,� ER P girder(s) connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 465 lb uplift at joint 6 and 598 lb uplift at ,� ``Q�.• •.... A "� E (1J S+'•.: y �0 joint 2. No 22839 ... 4; A . not Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa I'L 33610 Date: November 13,2020 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall, building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job , russ Type Qty Ply Smith ResidenceT21878644 T [Half J40709 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Fierce, FL 34tl4t) 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:54:17 2020 Page 1 ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-MIQBFI Bg4lXhsx11Z4j3ZgXRDCxeP31vhR13ZhyJvOK -2-0-0 4-9-14 9-0-0 16-0-0 2-0-0 4-9-14 4-2-2 7-0-0 4x6 = i Scale = 1:29.9 3x6 = 9.0.0 16-0-0 9-" 7-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.12 7-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.70 Vert(CT) -0.27 7-10 >712 180 BCLL 10.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 80 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=339(LC 8) Max Uplift 6=-450(LC 8), 2=613(LC 8) Max Grav 6=922(LC 13). 2=1162(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1711/689, 3-4=-1192/469, 4-5=1055/486, 5-6=-828/456 BOT CHORD 2-7=802/1606 WEBS 3-7=600/337, 5-7=523/1153 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 450 lb uplift at joint 6 and 613 lb uplift at joint 2. tt11111111114 No 22839 OF 1 0N A, Walter P. Finn PE No.22839 MiTek USA, Inc. FL Geri 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me 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 Waldod, MD 20601 Tampa, FL 36610 Job ' Truss Truss Type Qty Ply mith Residen Sce T21878645 J40709 B13 Common 7 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:54:18 2020 Page 1 ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-gU_ZSNCIrbfYU5JD7oE I6t4dreCQ8dL2w5Vc58yJvOJ 2-0 0 8.0.0 16-0-0 2-0 0 8.0.0 8-M Scale = 1:29.0 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.94 TCDL 15.0 Lumber DOL 1.33 BC 0.99 BCLL 10.0 Rep Stress [nor YES WB 0.15 BCDL 10.0 Code FBC2017ITP]2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0 Max Horz 2=187(LC 7) Max Uplift 4=-424(LC 8), 2=647(1-C 8) Max Grav 4=933(LC 14), 2=1121(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1443/649, 3-4=-1406/644 BOT CHORD 2-5=-467/1258, 4-5=-467/1258 WEBS 3-5=-53/409 DEFL. in (loc) I/de0 L/d Vert(LL) 0.21 5-8 >898 240 Vert(CT) -0.36 5-8 >527 180 Horz(CT) 0.02 4 n/a n/a 16-0-0 8-0-0 PLATES GRIP MT20 244/190 Weight: 58 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 424 lb uplift at joint 4 and 647 lb uplift at joint 2. I$ 3x6 = fit" ".. oi �. PENS No 22839 �-3 � % 3 �: i���sslO N At- E; nni Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL33610 Date: November 13,2020 ® 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 HV building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' Truss Type Qty Ply Smith Residence FB14G T21878646 J40709 Common Girder 1 1 Job Reference (optional) r=ast coast r cuss, Ft. rlerce, FL avow 6.420 s Uct 9 2U2U MiTek Industries, Inc. Thu Nov 12 13:54:19 2020 Page 1 ID:zofKAQxZpPyB H 0 UCXm VIXEyK_2p-IgYxgjCwcvoPSFuQgVIXe5dvgOdMt4UC8[EAdayJv01 -2-0-0 8-0-0 16-0.0 18 0-0 2-a0 8-0-0 8-0-0 Scale = 1:33.5 3x4 = 5-a12 8-0 0 , 10-11-4 16-0-0 5-0-12 2-11-4 2-11-4 5-0-19 Plate Offsets (X,Y)— [3:0-5-2,0-1-12], [4:0-2-0,Edge], [6:0-5-2,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.09 10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.69 Vert(CT) -0.16 10 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.15 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 83 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=197(LC 24) Max Uplift 2=-845(LC 8). 7=844(LC 8) Max Grav 2=1617(LC 29). 7=1616(LC 30) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-0 oc bracing. JOINTS 1 Brace at Jt(s): 5 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2909/1230, 3-4=345/189, 4-6=345/189, 6-7=2907/1229, 3-5=-2489/1114, 5-6=2489/1114 BOT CHORD 2-11=-953/2743, 10-11=-942/2677, 9-10=-941/2549, 7-9=952/2614 WEBS 3-11=-101/515, 6-9=-100/512, 6-10=-164/348, 3-10=-160/344 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65tt; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in 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 845 lb uplift at joint 2 and 844 lb uplift at joint 7. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 184 lb down and 183 lb up at 5-4-4, and 184 lb down and 183 lb up at 10-7-12 on top chord, and 331 lb down and 120 lb up at 5-0-0, 70 lb down and 35 lb up at 6-11-4, and 70 lb down and 35 lb up at 8-11-4, and 331 lb down and 120 lb up at 10-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) L7ead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=90, 3-4=-90, 4-6=90, 6-8=90, 12-15=20 Concentrated Loads (lb) Vert: 3=101(B) 11=212(B) 9=-212(B) 6=-101(B) 18=-61(B) 19=61(B) ,I PSI eR P, p, No 22839 :c411 • 0 � ,,ON A11 �� %�� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 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 ��AA a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall �-1Y�, building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* 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 ANSLITP11 OuaGfy 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 Smith Residence POUIS T21878647 J40709 Monapitch 10 1 Job Reference o tional r=ebr webi "ubb, Fi. Pierce, FL ag946 6.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:54:212020 Page 1 ID:zofKAQxZpPyBH000XmVIXEyK 2p-E3fi5PEB8VV27LY2oowolkWiiFYpOSLwgVc3jHiSyJvOG 2 0 0 5-&2 10-8-0 2-0 0 5-0-2 5-1-14 2x4 11 Scale = 1:29.5 5x5 = 5-6­2 Plate Offsets (X,Y)— [5:0-2-4,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.07 6-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.33 Vert(CT) 0.07 6-9 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.43 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 57 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 4-5: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=378(LC 8) Max Uplift 2=692(LC 8), 5=-576(LC 8) Max Grav 2=777(LC 1), 5=559(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-852/580 BOT CHORD 2-6=-741/729, 5-6=741/729 WEBS 3-6=264/232, 3-5=781/793 Structural wood sheathing directly applied or 5-11-13 oc purlins, except end verticals. Rigid ceiling directly applied or 6-8-2 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. 11; Exp C; 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) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 692 lb uplift at joint 2 and 576 lb uplift at joint 5. ,,,,�1►1111l11��110 No 22839 3 '. A F 111 iS,�ON '!1l1111110' Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall, building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/f Quality Cdter/a, 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 Smith Residence T21878648 J40709 CO2 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:54:22 2020 Page 1 ID:zofKAQxZpPyBH OUCXm V IXEyK_2p-i FD4lkFpvgAyid_MeJEGjFQ i Dg74 PSec,jTgEvyJvOF -2-0-0 4-9-14 9-0-D L- 0 2-0-0 4-9-14 4-2-2 1-&0 i 44 = Scale = 1:26.8 3x6 = 10-8-0 ' - 9-0-0 1-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.30 7-10 >411 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.62 Vert(CT) 0.28 7-10 >449 180 BCLL 10.0 Rep Stress Incr YES WB 0.27 Horz(CT) -0.01 6 n/a filial BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 62 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 5-6: 2x6 SP No.2 REACTIONS. (size) 6=0-8-0, 2=0-8-0 Max Horz 2=339(LC 8) Max Uplift 6=-561(LC 8), 2=707(1_C 8) Max Grav 6=559(LC 2), 2=777(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=843/559, 34=329/221, 5-6=-711/748 BOT CHORD 2-7=714/744 WEBS 3-7=-579/509, 5-7=762/712 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; 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) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in 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 561 lb uplift at joint 6 and 707 lb uplift at joint 2. `��11111111//II �•��,P�',� ER P p, No 22839 O'• a)1�50 F .' �v4: S • C? ,ION A� 11?�`�, Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: November 13,2020 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 ontywith MiTek® connectors. This design is based only upon parameters shown, 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 Qualdy 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 l Truss Truss Type City Ply th Residence T21878649 J40709 CO3G Half Hip Girder 1 Tjob Reference (optional) 6.42U s uct u zuzu ml i eK Inaustfles, Inc. I nu NOV 12 13:b4:23 2U2U Page 1 ID:zofKAQxZpPyB HO UCXmVIXEyK_2p-ARnSV4FRf8lrasCBvLgTpxnTQdzoppwn3NC Nm LyJ vO E -2-0-0 3-9-14 7-M 10-8-0 2-0-0 3-9-14 3-2-2 3.8.0 Scale=1:23.2 4x6 = 3x6 = 3x6 3-9-14 7-0.0 10-8-0 3-9-14 3-9-9 R-A-n Plate Offsets (X,Y)— (6:0-2-8,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.23 6-9 >542 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.72 Vert(CT) 0.21 6-9 >600 180 BCLL 10.0 Rep Stress Incr NO WB 0.51 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 52 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-5: 2x6 SP No.2 REACTIONS. (size) 5=0-8-0, 2=0-8-0 Max Horz 2=283(LC 8) Max Uplift 5=-811(LC 8), 2=818(1_C 8) Max Grav 5=1232(LC 25), 2=1002(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-12801723, 3-4=-11051739, 4-5=11691803 BOT CHORD 2-6=-750/1116 WEBS 3-6=-263/226, 4-6=974/1435 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-8 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; 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) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in 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 811 lb uplift at joint 5 and 818 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 lb down and 223 lb up at 7-0-0, and 231 lb down and 213 lb up at 9-0-12 on top chord, and 634 lb down and 142 lb up at 7-0-0, and 129 lb down and 9 lb up at 9-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=90, 3-4=90, 5-7=20 Concentrated Loads (lb) Vert: 3=-169(B) 6=433(B) 10=-169(B) 11=-76(B) ,,`,�IIIIIIIIII�,,I ERP. E IN No 22839 13 ATRq% 0 F -Z OR IV N •���1 0NA L�``�'. 11111 Walter P. Finn PE No.22839 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 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�1 building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 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 f Truss Truss Type Qty Ply Smith Residence T21878650 J40709 D01 Roof Special 1 1 Job Reference (optional) East Coast Truss, R. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:54:24 2020 Page 1 ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-feLgjQG3QRQiCOnNT3LiL8KjX1 IDYCCxll yxJnyJvOD 2-7 4 5 2-8 10-3-5 15-4-2 22-5-4 24-11.4 2.7-4 2-7 4 5-0-13 5-0-13 7-1-2 2-6.0 5x5 = I�r 2x4 3x6 11 2x4 11 2x4 II 3x6 II Scale = 1:59.5 2-7-4 5-2-8 10-3-5 i 15-4-2 22-3-4 24-11-4 2-7-4 ' 2-7-4 5-0% 5-0-13 6-11-2 2-&0 Plate Offsets (X,Y)— [2:0-5-4,0-2-01,[4:0-5-4 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.61 Vert(LL) -0.26 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.77 Vert(CT) -0.44 10-11 >670 180 BCLL 10.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.22 7 file n/a BCDL 10.0 Cade FBC2017/TPI2014 Matrix -MS Weight: 188 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-11-7 cc purlins, 4-5: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-10-5 cc bracing. 15-17,8-10: 2x4 SP No.3 WEBS 1 Row at midpt 6-7. 5-9, 5-11 WEBS 2x4 SP No.3 *Except* 1-18,6-7: 2x6 SP No.2 REACTIONS. (size) 18=0-7-4, 7=0-8-0 Max Horz 18=273(LC 8) Max Uplift 18=-600(LC 8). 7=743(LC 8) Max Grav 18=1441(LC 13). 7=1518(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1559/773, 2-3=-1961/983, 3-4=1961/983, 4-5=-2305/1098, 16-18=-1404/656, 1-16=-1366/652,7-9=-1403/750 BOT CHORD 15-16=-403/247, 14.15=-463/272, 12-14=-902/1445, 11-12=-1012/2035, 10-11=-227/459, 9-10=-224/541 WEBS 1-14=-490/1320, 2-14=-442/184, 2-12=311/842, 3-12=479/335, 4-11=-1363/866, 5-9=-13151788, 5-11 =-1 163/2318 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.0psf 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 600 lb uplift at joint 18 and 743 lb uplift et joint 7. 0",111111/1114, ISR P. do No 22839 IZ OF : 41% 1181111111111, Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ® 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 Iva a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and Bost Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job i Truss Truss Type Qty Ply Smith Residence T21878651 J40709 D02 Roof Special 1 1 Job Reference (optional) East Coast I runs, Ft. Pierce, I-L 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:54:25 2020 Page 1 ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-7gvCwmHhBIYYpAMZ1 msxuMswaRgxHcl4XhhUrEyJvOC 2-7-4 3r2 8 35 13-4-2 17-10-11 2211 24-114 2-7-4 0-7 5-0-13 6-0-13 4 6 9 4-6-9 2-0-0 4x4 11 2x4 2x4 3x6 11 2x4 11 2x4 11 3x6 11 8-3-5 Scale = 1:59.5 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.46 Vert(LL) 0.12 13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.68 Vert(CT) -0.20 15-16 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.20 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 190 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-14 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 16-18,9-11: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-2-13 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 7-8. 6-10, 6-12 1-19,7-8: 2x6 SP No.2 REACTIONS. (size) 19=0-7-4, 8=0-8-0 Max Horz 19=273(LC 8) Max Uplift 19=-600(LC 8), 8=743(1_C 8) Max Grav 19=1424(LC 13). 8=1515(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-278/254, 2-3=2241/1104, 3-4=2445/1097, 4-5=-1521/625, 5-6=-1581/778, 17-19=-1356/648,8-10=-1436/746 BOT CHORD 16-17=-782/1198, 15-16=-831/1168, 13-15=-1293/2324, 12-13=-128712530, 11-12=213/430,10-11=-217/456 WEBS 3-15=-660/331, 3-13=0/254, 6-10=13381717, 6-12=939/1896, 5-12=-496/362, 4-12=-1417/745, 2-15=-568/1423, 2-17=-1410/584 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.0psf 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 600 lb uplift at joint 19 and 743 lb uplift at joint 8. i� •• No 22839 :?3 S Walter P. Finn PE No.22839 MiTek USA, Inc. FL Gen 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: November 13,2020 ®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 oftrusses and truss systems, see ANSI?p/f Quality Criteda, DSB.89 and BCSI Building Component 6904 Parke Fast 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 Smith Residence T21878652 J40709 D03 Roof Special i 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:54:27 2020 Page 1 ID:zofKAQxZpPyBH000XmVIXEyK 2p-3D1zLSJyjMoG3TWy8BvQznyFXENWYdN_7Abw6yJvOA 2-74 3r2-Q 7-8-14 12-34 13-4-2 17-10-11 22-5-4 24-114 4-6-6 4.6.6 0-14 4 6 9 4 6 9 2-60 I 5x6 = Scale = 1:59.5 I 6 2x4 II 5.1 19 18 1 11 10 9 " 8 3x6 II 2x4 II I� 2x4 II 3x8 - 5x5 = tx4 II 7-8-14 12-3-4 134-2. LOADING (psf) SPACING- 2-0-0 CSI.I DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 10.56 Vert(LL) 0.17 13-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 10.60 Vert(CT) -0.29 13-14 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.78 Horz(CT) -0.13 8 n/a file BCDL 10.0 Code FBC2017rrP12014 Matrix' -MS Weight: 205 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-11 oc purlins, BOT CHORD 2x4 SP No.2 *Except* I except end verticals. 16-18,11-13: 2x4 SP No.3 I BOT CHORD Rigid ceiling directly applied or 5-2-8 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-10, 5-9. 6-9. 7-8, 6-8, 5-12 1-19: 2x6 SP No.2 REACTIONS. (size) 19=0-7-4, 8=Mechanical I Max Horz 19=271(LC 8) Max Uplift 19=-603(LC 8), 8=744(1_13 8) Max Grav 19=1429(LC 13),8=1515(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1274/684, 2-3=-216711082, 3-4=2451/1097, 4-5=28 5-6=-1194/584, i0/1311, 17-19=-1405/670,1-17=-1405/694 BOT CHORD 16-17=-336/187, 15-16=-407/224, 14-15=-844/1203, 13-14 7-1269/2251, 12-13=-1242/2235,8-9=-1741342 1 WEBS 4-12=-1438/766, 5-9=1633/950, 6-9=803/1660, 6-8=-1373%712, 9-12=522/1093, 5-12=-1232/2376, 2-15=-691/268, 2-14=545/1343, 3-14=701/353, 3-12=18/343, 1-15=-561/1300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.opsf. 7) Refer to girder(s) for truss to truss connections. I 8)4Provide mechanical connection (by others) of truss to bearing plate capable I f withstanding 603 lb uplift at joint 19 and 744 lb uplift at joint 8. I 4' ,' % F ��, �\ • • No 22839 ,O• IA F :�411� O A N � E�C�,. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ®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 I ANS117PH Quarity 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 1 Truss Truss Type City Ply Smith Residence T21878653 J40709 D04 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:54:28 2020 Page 1 ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-XPaLZoJaUgw7gd48iuQfW UQaefMUOcWDfw8SYyJvO9 ,1-2-8,2-7-4 , 635 6-'111 11-4-2 16-10-11 22-11 24-11-4 1-2 8 '1 4-12 ' 3 8-1 8 4-4-7 5 6 9 5 6 9 2.6-0 4x6 = 5.o0 F 2x4 2.4 II 3x6 11 2x4 11 2x4 11 3x6 11 11-4-2 Scale = 1:59.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.54 Vert(LL) 0.18 12-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.89 Vert(CT) -0.29 13 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.25 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 185 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc puriins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 16-18,9-11: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-7-4 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-12, 7-8, 6-10, 6-12 1-19,7-8: 2x6 SP No.2 REACTIONS. (size) 19=0-7-4, 8=0-8-0 Max Horz 19=273(LC 8) Max Uplift 19=-600(LC 8), 8=743(1_C 8) Max Grav 19=1412(LC 13), 8=1535(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2467/1215, 3-4=-3192/1401, 4-5=1828/723, 5-6=1904/912, 17-19=1363/651, 8-10=-1444/748 BOT CHORD 16-17=-584/679, 15-16=-639/678, 13-15=1460/2565, 12-13=-1653/3304, 11-12=-216/441, 10-11=217/483 WEBS 4-13=-284/137, 4-12=-1788/912, 5-12=613/448, 6-10=1339/734, 6-12=-1038/2111, 3-13=-214/833, 3-15=-883/436, 2-15=938/2156, 2-17=1323/569 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in 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 600 lb uplift at joint 19 and 743 lb uplift at joint 8. Ott I11111//////' �. GENE• No 22839 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: November 13,2020 ® 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 ANSUTP/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 Job Truss Truss Type Qty lyth Residence T21878654 J40709 DOS Roof Special 1 [Tjob Reference (optional) caa, �.uesr russ, ri. rierce, rL a4a4o 8.42o s Oct 9 2020 MiTek Industries, Inc. Thu Nov 1213:54:30 2020 Page 1 ID:zofKAQxZpPyBH000XmVIXEyK 2p-Toi5zTLgOHArwxEXgJS7bPal4SMgyuopgzPFWRyJvO7 1-2$ 1247 6-11-11 11-4-2 1,2-3-4 17-4-4 2214 24 11.4 1-2.8 '1�-12 ' 4 4-7 4-4-7 -11- 5-1-0 5-1-0 2 6-0 5x6 = 5.00 2x4 9,! 3x6 II 2x4 II 2x4 II 3x8 = 5x5 = 1�r 2-7-4 , 6-11-1I 12-3-0 17-4-4 24-11-4 '1.d-12' d� Scale = 1:57.9 Plate Offsets (X,Y)— [6:0-1-0,0-1-121,[9:0-2-8,0-3-01,[12:0-2-4,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.21 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.77 Vert(CT) -0.35 12-13 >843 180 BCLL 10.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.18 9 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Weight: 197 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.2 *Except* 14-16,5-11: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 *Except* WEBS 1-17: 2x6 SP No.2 REACTIONS. (size) 17=0-7-4, 9=Mechanical Max Horz 17=271(LC 8) Max Uplift 17=-603(LC 8), 9=744(LC 8) Max Grav 17=1417(LC 13), 9=1533(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2664/1286, 3-4=-2664/1286, 4-5=3030/1307, 5-6=3113/1413, 6-7=1312/624, 15-17=-1362/652 BOT CHORD 14-15=-599/714, 13-14=-650/702, 12-13=-1648/3272, 5-12=-376/269, 9-10=-175/346 WEBS 4-12=-958/516, 10-12=-575/1205, 6-12=1295/2526, 6-1 0=-1 673/975, 7-10=-823/1728, 7-9=1385/718, 4-13=-604/141, 3-13=526/345, 2-13=-977/2291, 2-15=-1363/593 Structural wood sheathing directly applied or 2-10-15 oc purlins, except end verticals. Rigid ceiling directly applied or 4-7-7 oc bracing. 1 Row at midpt 6-12, 6-10, 7-10, 8-9, 7-9 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in 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 603 lb uplift at joint 17 and 744 lb uplift at joint 9. �1111111//j� ........... • G ENS; • �ti �i�� •� No 22839 40 t�N A11 E�% Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 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 ANSM11 Duality Criteria, DSB-89 and SCSI Building Component Blvd. e East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parkrk 3ast Job Truss Truss Type Ply Smith ResidenceT21878655 J40709 D06 Roof Special Tty 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:54:32 2020 Page 1 ID:zofKAQxZpPyBH000XmVIXEyK 2p-QAgsO9M4YvQZ9EOvxkUbggf4aFODQlx68GuMbKyJvO5 2.7-0 4-9-1 9-0-2 15-0-5 21-4-9 2-3-4 23-6-0 24-11-0 2-7-4 2-1-13 4.7-1 6-0-3 6.3 10.1 1_5 1-2-12 2x4 I I Scale = 1:58.9 4x4 = 5x5 = 6 7 20 19 - 9 8 3x6 11 2x4 I I 2x4 I I 3x6 2-7-0 i 4-9-1 9 42 15-0-5 214-8 -3-4 23-" 2411-0 2-7-0 2-1-13 4-7.1 6-0-3 6-0-3 0-10.1 15-4 1-2-12 Plate Offsets (X,Y)— [16:0-3-8,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.27 13-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.89 Vert(CT) -0.44 13-15 >663 180 M18SHS 244/190 BCLL 10.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.25 8 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Weight: 190 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-6 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 17-19,9-11: 2x4 SP No.3, 10-14: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-11-4 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-13, 7-8, 4-12, 6-10 1-20,7-8: 2x6 SP No.2 REACTIONS. (size) 20=0-7-4, 8=0-8-0 Max Horz 20=301(LC 8) Max Uplift 20=-595(LC 8), 8=747(LC 8) Max Grav 20=1419(LC 13), 8=1524(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 18-20=-1370/654, 1-18=-1328/650, 1-2=-2840/1444, 2-3= 4311/1900, 3-4=2285/908, 4-5=-775/304, 5-6=638/341, 8-10=-1472/746 BOT CHORD 17-18=-479/257, 16-17=-541/251, 15-16=-1744/2920, 13-15=-2219/4427, 12-13=-1060/2106,11-12=124/251,10-11=-132/264 WEBS 3-15=-492/243, 3-13=-2441/1219, 4-13=-361/1004, 1-16=-1312/2909, 2-16=1017/481, 2-15=-499/1608, 4-12=-1820/926, 6-12=-669/1384, 6-10=1365/671 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 595 lb uplift at joint 20 and 747 lb uplift 'llat joint 8. ,,,,�111111111////I % P�J ER P. �� �• GEIV'* F� '•• '. No 22839 OF .40 1,14111111111 Walter P, Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Smith Residence TD'07 T21878656 J40709 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:54:34 2020 Page 1 ID:zofKAQxZpPyBH000XmVIXEyK 2p-MZycprOL4WgHPYY139X31FkLL3isuigPbaNTfCyJvO3 2-7-4 2-10112 9-4-2 12-3-4 1711 22-54 24-11-0 2-7-4 0-3'8 6-5-6 2-11-2 5-1-0 5-1-0 2.6-0 5x6 = _ -- r— 2x4 17 16 10 9 is 2u 8 3x6 II 2x4 II 2x4 II US = 5x5 = US 2-7-4 2-10112 9-4-2 12-3-4 17-4-4 24-11.4 Scale = 1:62.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.28 11-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.88 Vert(CT) -0.43 11-12 >678 180 BCLL 10.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.22 8 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matdx-MS Weight: 191 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-11-2 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 5-11, 5-9, 6-9, 7-8, 6-8 14-16,4-10: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 1-17: 2x6 SP No.2 REACTIONS. (size) 17=0-74, 8=Mechanical Max Horz 17=298(LC 8) Max Uplift 17=-598(LC 8), 8=749(1_C 8) Max Grav 17=1419(LC 13), 8=1547(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 15-17=-1396/669, 1-15=-1423/695, 1-2=-2098/1136, 2-3=4341/1912, 3-4=3141/1329, 4-5=-3166/1434, 5-6=-1328/630 BOT CHORD 14-15=-398/219, 13-14=-471/250, 12-13=-1434/2212, 11-12=-2231/4495, 4-11=-368/267, 8-9=-176/350 WEBS 3-12=-565/279, 3-11=-1807/888, 9-11=58511210, 5-11=131512575, 5-9 = 1696/985, 6-9=831/1751, 6-8=1399/723, 2-12=815/2354, 2-13=1199/595, 1-13=-1175/2442 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.0psf 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, 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 598 lb uplift at joint 17 and 749 lb uplift at joint 8. ,, ,%��ti �� �• GE1VS' •; L �ii No 22839 S;ONA; 1`c0 Walter R Finn PE No.22839 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stabirdy and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTRII 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 Smith Residence T21878657 J40709 D08 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:54:35 2020 Page 1 ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-qlW 1BPzrgp8Oi7Ucs21ISHXIT22d61YgE60CeyJvO2 2-7-4 7-4-2 13-4-5 19-4-8 22-3-0 24-11-4 2-7-4 ' 48-14 6-0-3 6-0-3 2-10.12 2-8-0 4x4 = 3x4 = 3x6 = 6 197 5x5 = 2x4 II 2x4 II 5x5 = 2-7-4 74-2 134-5 19-4-8 i 22-3-4 24- lF4 2-7-4 4-8-14 8-0-3 6-0-3 2-10-12 2-8-0 Scale = 1:50.7 Plate Offsets (X,Y)— [8:0-2-4,0-3-01,[10:0-5-8,0-4-12),[12:0-3-8,0-2-81,[15:0-5-8 0-1-01,[17:0-2-4,0-2-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.51 12-13 >581 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.88 Vert(CT) -0.79 12-13 >372 180 M18SHS 2441190 BCLL 10.0 Rep Stress Incr YES WB 0.99 Hori(CT) 0.43 8 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight: 190 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except` 2-16,6-9: 2x4 SP No.3, 10-14: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 1-17,7-8: 2x6 SP No.2, 2-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 17=0-7-4, 8=0-8-0 Max Harz 17=335(LC 8) Max Uplift 17=-594(LC 8), 8=748(LC 8) Max Grav 17=1434(LC 13). 8=1489(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-10-2 cc bracing. WEBS 1 Row at midpt 7-8, 3-12, 4-11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-1 7=-1 4341877, 1-2=-2847/1718, 2-3=-6439/2973, 34=2943/1229, 4-5=-1203/494, 5-6=-1035/518, 6-7=-531/269, 7-8=-1436/748 BOT CHORD 2-15=-10621473, 13-15=-2236/3293, 12-13=-3356/6625, 11-12=-1392/2744. 10-11 =-277/545, 6-1 0=-1 218/654 WEBS 15-17=-402/126,1-15=1892/3128,2-13=-1103/3329,3-13=-755/374,3-12=3949/1998, 4-12=-376/1023,4-11=-1984/1013,6-11=-573/1164,7-10=-729/1435 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. 11; Exp C; Encl., GCpj=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in 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 594 lb uplift at joint 17 and 748 lb uplift 'at joint 8. ,,,,�►11111/11/���I No 22839 13 11 OF :'04<U: • '. o Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 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 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Qualify Cdteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety in available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab � Truss Truss Type Qly Ply Smith Residence T21878658 J40709 D09 Roof Special Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.420 Is Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:54:36 2020 Page 1 I D:zofKAQxZpPyB H OUCXmV IXEyK_2p-lx3M EXQbc7x7esihAaZXgggjusPOMaLi2usZk5yJvO1 2-71 2-10i12 7 4-2 1211 1711 225-4 24-11, 2-7 4 0-`J 8 4-5 6 4-11-2 5 1-0 5-1-0 2-0 0 4x4 = .— M 3x4 18 17 ZX4 II 12 11 10 9 3x6 II 2x4 II 2x4 II 3x4 = 3x8 = 3x6 II 2-7-4 LOADING (psfj SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.33 BCLL 10.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 "Except' 15-17,5-12: 2x4 SP No.3, 13-16: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 1-18: 2x6 SP No.2, 2-14,1-15: 2x4 SP No.2 REACTIONS. (size) 18=0-7-4, 9=Mechanical Max Horz 18=354(LC 8) Max Uplift 18=-611(LC 8), 9=760(1_C 8) Max Grav 18=1461(LC 29), 9=1537(LC 29) Scale = 1:62.7 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TC 0.84 Vert(LL) 0.4613-14 >641 240 MT20 244/190 BC 0.71 Vert(CT)-0.7213-14 >408 180 M18SHS 244/190 WB 0.94 Horz(CT) 0.37 9 n/a n/a Matrix -MS Weight: 195 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-1-9 oc bracing. WEBS 1 Row at midpt 3-13, 6-13, 6-10, 7-10, 8-9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 16-18=-1423/688, 1-16=-1417/706, 1-2=3553/1965, 2-3=6589/3041, 3-5=3292/1384, 5-6=-3278/1502,6-7=-448/200, 7-8=-414/220,8-9=-1503/752 BOT CHORD 15-16=-681/439, 14-15=-2319/3681, 13-14=-3441/6814, 5-13=494/363, 10-11=-584/1187 WEBS 3-14=-765/373,3-13=-3787/1919,11-13=-602/1225,6-13=-1383/2712,6-11=270/246, 6-1 0=1 4291716, 8-10=-642/1363, 2-14=117913180, 2-15=1139/509, 1-15=1674/3490 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 611 lb uplift at joint 18 and 760 lb uplift at joint 9. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 32 lb up at 1-8-0, and 103 lb down and 59 lb up at 3-6-0 on top chord, and 24 lb down and 22 lb up at 3-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11 T 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 Continued on page 2 No 22839 F It N A„ Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: A WARNING -Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall Iva building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Crfteda, DSB-89 and BCS/Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 November 13,2020 Job ' Truss Truss Type MY Smith Residence T21878658 J40709 D09 Roof Special Girder ]Ply 1 1 Job Reference (optional) =a„ ��a�r rr. rraica, r� . cot u t5.42U s UCt a Me!) MI I eK Industries, Inc. Thu NOV 12 13:54:36 2020 Page 2 I D: zofKAQxZpPyBH 0 U CXmV IXEyK_2p-lx3M EXQbc7x?esihAaZXgggjusPOMaLi2usZk5yJv01 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=90, 3-7=90, 7-8=90, 17-18=20, 13-15=-20, 9-12=20 Concentrated Loads (lb) Vert: 22=13(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 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 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 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 I Truss Type Qty Ply Smith ResidenceT21878659 TD'IUO J40709 ROOF SPECIAL 1 2 Job Reference o floral East Coast Truss, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 1213:54:37 2020 Page 1 ID:zofKAQxZpPyBH OU CXmV IXEyK_2p-m Bdl RtQ DMR3rGOGtkH4m N tMxQG m I59zrHYb7GXyJv00 2-7 4 5 114 11-11-1 17-11-4 22-3-4 24-11-4 2.74 3310 6-03 6-0-3 44, 16 3x4 II 2-7.4 1 5-10-14 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.59 TCDL 15.0 Lumber DOL 1.33 BC 0.66 BCLL 10.0 Rep Stress Incr YES WB 0.41 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x6 SP SS BOT CHORD 2x4 SP No.2 *Except' 2-14: 2x4 SP M 31, 7-10: 2x4 SP No.3, 2-16: 2x8 SP No.2 WEBS 2x4 SP No.3 *Except* 1-16,8-9: 2x6 SP No.2 REACTIONS. (size) 16=0-7-4, 9=0-8-0 Max Horz 16=341(LC 8) Max Uplift 16=-600(LC 8), 9=742(LC 8) Max Grav 16=1447(LC 13).9=1476(LC 13) Scale = 1:52.4 44 = 3x4 = 3x6 = 6 7 188 2x4 11 3x6 = 22-3-4 24-1 DEFL. in (loc) I/deb Ud PLATES GRIP Vert(LL) 0.5814-15 >509 240 MT20 244/190 Vert(CT) -0.80 14-15 >367 180 M18SHS 244/190 Horz(CT) 0.65 9 n/a n/a Weight: 350 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-4 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-3 cc bracing. WEBS 1 Row at midpt 8-9 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1658/1077, 2-3=-10860/5297, 3-4=-5929/2737, 4-5=-3448/1525, 5-6=1543/665, 6-7=-1361/682, 7-8=-595/303,8-9=1422/738 BOT CHORD 2-15=-5687/11012, 14-15=5462/10619, 13-14=-2853/5583, 12-13=1638/3212, 11-12=-311/613, 7-11=-1226/688,2-16=-650/377 WEBS 5-13=-462/1140,5-12=-2066/1064,7-12=-605/1224,8-11=-752/1472,4-13=-2565/1314, 4-14=-767/1560, 3-15=-1 2821745, 3-14=-5155/2671 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "0") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5)-All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in 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. 9) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 600 lb uplift at joint 16 and 742 lb uplift at joint 9. ER ENS No 22839 :O• OkOF :�QJ S•.... /ONA i e�C�,. 11111 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ® 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 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 bradng of trusses and truss systems, see ANSM11 Quality Cdteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sufte 203 Waldorf, MD 20601 Tampa, FL 36610 Job I Truss Truss Type Qty Ply Smith Residence T21878660 J40709 D11 Roof Special 1 1 Job Reference (optional •'•'•'�• • • •' •^��� o.vzu s uci a zuzu mi I eK Inaustrles, Inc. I nu NOV 12 13:54:38 2020 Page 1 ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-EKB7fDRr7IB itAr31?b?w5v4Dg3egXf? WCLgozyJvO? 3-11-2 10-1-3 16-3-3 22-5-4 24-11-4 3-11-2 6-2-1 6-2-1 6-2-1 2-6-0 5x6 = 9re US II 4x6 = 4x4 = US = 5x5 = 3x4 = 3-11-2 10-1-3 16-3-3 24-11-4 Scale=1:58.7 Plate Offsets (X,Y)— f8:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.30 8-9 >969 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.89 Vert(CT) -0.50 8-9 >595 180 BCLL 10.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Cade FBC2017/TPI2014 Matrix -MS Weight: 166 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 1-13: 2x6 SP No.2, 1-12: 2x4 SP No.2 WEBS REACTIONS. (size) 13=0-7-4, 8=Mechanical Max Horz 13=449(LC 8) Max Uplift 13=-762(LC 8), 8=779(1_C 8) Max Grav 13=1792(LC 29). 8=1611(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1723/751, 1-2=-3071/1173, 2-4=2549/921, 4-5=-1554/557, 5-6=-1615/752 BOT CHORD 12-13=-518/275, 10-12=-1671/3332, 9-10=-1214/2417, 8-9=-187/367 WEBS 1-12=-1224/3272, 2-12=-1264/576, 2-10=-949/473, 4-10=111/453, 4-9=-1191/628, 5-9=-622/458, 6-9=931/1952, 6-8=-1455/771 Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 4-6-10 oc bracing. 1 Row at midpt 4-9, 6-9. 7-8. 6-8 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.0psf 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, 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 762 lb uplift at joint 13 and 779 lb uplift at joint 8. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 306 lb down and 263 lb up at 1-8-0, and 171 lb down and 98 lb up at 3-6-0 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=1.25 Uniform Loads (plf) Vert: 1-2=90, 2-6=90, 6-7=90, 8-13=-20 Concentrated Loads (lb) Vert: 15=-250 16=99 VIER 1 P,F P� / e- GENg N2 '�. No 22839 �-0 :O:• OF 1111/ Walter R Rnn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ®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 HT building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " iTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and 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 Smith Residence T21878661 J40709 D12 Hip 1 1 Job Reference (optional) r Ube, Fi. Pierce, FL 34946 5.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 1213:54:39 2020 Page 1 ID:zofKAQxZpPyBH000XmVIXEyK 2p-iWIVsYSTu2JZVJQGri6ESISDg4OyZ?i8ls4DLQyJvO_ 7-4-7 14-1-14 20-114 23-114 2 11 7-4-7 6-9-6 6-9-6 3-0-0 -0-0 I 2x4 11 Scale = 1:55.6 4x6 = 5x5 = 5 6 7 12 10 9 8 3x4 = 1x4 II 4x4 = 3x4 = 3x8 = 5x5 = r 7-4-7 14-1-14 20-114 24-11-4 7-4-7 6.9.6 6-9-6 Plate Offsets (X,Y)— [8:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.19 12-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.95 Vert(CT) -0.32 12-15 >920 180 BCLL 10.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 164 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-10. 4-9. 5-9, 6-9, 7-8, 6-8 REACTIONS. (size) 1=0-7-4, 8=Mechanial Max Horz 1=559(LC 8) Max Uplift 1=584(LC 8), 8=775(LC 8) Max Grav 1=1567(LC 13). 8=1587(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3083/1093, 24=-19341677, 4-5=751/266, 5-6=-611/317 BOT CHORD 1-12=-1457/2890, 10-12=-1457/2890, 9-10=-876/1764 WEBS 2-12=-9/301, 2-10=1241/640, 4-10=232/787, 4-9=-15241764, 6-9=-714/1488, 6-8=-1455/724 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding.4) Plates cked for a us or minus degree its ehas 010.0 1,�1►11111/1��� rotation about center. 5) This truss been delsigned for a psf bottom chord live load nonconcurrent with any other live loads. ll • P 6) *This truss has been designed for load ,,111P\ E ••. alive of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide N S+ f/ i� ••• will fit between the bottom chord and any other members, with BCDL = 10.Opsf. �� V F �� 7) Refer to girder(s) for truss to truss connections. No 22839 • •� 8) Provide mechanical connection (by others) of truss to bearing plate apable of withstanding 584 lb uplift atjoint 1 and 775 lb uplift at = * : joint 8. VO h/1 •. F •1 ••< O R�pPGN=�•• NONA; '0 E�1111 Walter P. Finn PE N0.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 AL WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-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 bet building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIf Quality Criteria, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply Smith Residence T21878662 J40709 D13 Half Hip �Qty 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:54:40 2020 Page 1 ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-BjJt4uT5fMRQ7T?SPQeT?W PmUlpIVNIzWgnssyJvNz 6-9-3 12-10-10 19-M 25-0-0 6-9-3 6-1-6 6-1-6 6-0-0 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.33 BCLL 10.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 1-9: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 1=Mechanical Max Horz 1=530(LC 8) Max Uplift 7=-767(LC 8), 1=596(LC 8) Max Grav 7=1586(LC 13),1=1573(LC 13) 4x6 = 10 15 9 16 17 3x4 = 44 = 3x8 = 25-0-0 3x4 = 14 6 7 3x6 II Scale = 1:49.2 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.78 Vert(LL) -0.2310-13 >999 240 MT20 244/190 BC 0.84 Vert(CT) -0.4710-13 >639 180 WB 0.49 Horz(CT) 0.06 7 n/a n/a Matrix -MS Weight: 140 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-10-15 oc bracing. WEBS 1 Row at midpt 6-7, 4-8, 6-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=3090/1161, 2-4=-2633/972, 4-5=1082/410, 5-6=-928/445, 6-7=1485/770 BOT CHORD 1-10=1503/2929, 8-10=-979/1923 WEBS 2-10=-687/475, 4-10=-338/993, 4-8=1310/701, 6-8=-751/1572 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 767 lb uplift at joint 7 and 596 lb uplift at joint 1. /1►11111111" C, ENS N� No 22839 k-50 F 4U% C) % .0'_ .41% St "ONA `��``�� n11/ Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: November 13,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall, building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTFII 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 t Truss Type Qty Ply Smith ResidenceT2187866J40709 TD'IU4 Half Hip 1 1 Jab Reference o floral East Coast Truss, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:54:41 2020 Page 1 ID:zofKAQxZpPyBH000XmVIXEyK 2p-fvtFHETkQgZHkdaez79iXjXc?t3vlxVRCAZKOIyJvNy 6-1-3 11-6-10 17-0-0 2'10' 21 :1 6-1-3 5 5 6 5-5.6 3-1.41-12 Scale = 1:46.0 4x4 = 3x4 = 2x4 II 6 15 7 11 10 16 17 3x4 = 3x4 = 3x4 = 9 3x8 = 8 5x5 = i 8-9-14 i 17-0-0 25-0-0 ' 8-9-14 8-2-2 8-0-0 Plate Offsets (X,Y)— [1:0-1-6,Edgel, [8:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.20 11-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.98 Vert(CT) -0.40 11-14 >750 180 BCLL 10.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 144 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-9, 6-8 REACTIONS. (size) 8=Mechanical, 1=Mechanical Max Horz 1=474(LC 8) Max Uplift 8=-750(LC 8). 1=613(LC 8) Max Grav 8=1539(LC 13), 1=1556(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=3122/1237, 2-4=-2714/1071, 4-5=1385/570, 5-6=1217/585 BOT CHORD 1-11=-1526/2952, 9-11=-1065/2080, 8-9=-373/725 WEBS 2-11=-617/421, 4-11=-299/836, 4-9=1145/633, 6-9=-459/1065, 6-8=-1453/759 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf the bottom in 3-6-0 by 2-0-0 �I� a of on chord all areas where a rectangle tall wide fit between ��� ER P. �� //��f�'�j� will the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. �%% , ..• ,�� V .• G E N s+ • • Y �4o 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 750 lb uplift at joint 8 and 613 lb uplift at�•�•,• joints. No 22839 A F ��� • Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Smith Residence T21878664 J40709 D15 Half Hip 1 1 Job Reference (optional) ���• ����• � � � • •• � ��� � �»�»•+ o.'tzu s VCt y ZVZU ivit i eK maustrles, Inc. I nU NOV IZ I J:74:4Z zuzu rage ? ID:zofKAQxZpPyBH000XmVIXEyK 2p-75ReVaUMBzh8MnggXrgx4x4iDHRumOZaRgJuwkyJvNx 7-9-14 15-0-0 19-104 25-0-0 7-9-14 7-2-2 4-104 5-1-12 5.00 12 4x6 = 4 Scale = 1:43.2 3x4 = 2x4 II 5 14 6 10 9 S 15 16 4x4 = 7 3x6 = 1x4 II 3x8 = 5x5 = 25-0-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.97 BC 0.80 WB 0.51 Matrix -MS DEFL. in Vert(LL) -0.38 Vert(CT) -0.63 Horz(CT) 0.06 (loc) Udefl Ud 7-8 >795 240 7-8 >476 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 133 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.t BOT CHORD Rigid ceiling directly applied or4-9-11 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-8, 5-7 REACTIONS. (size) 7=Mechanical, 1=Mechanical Max Horz 1=419(LC 8) Max Uplift 7=-735(LC 8), 1=628(1_13 8) Max Grav 7=1515(LC 13), 1 =1 552(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3008/1209, 2-4=-1751/710, 4-5=15311730 BOT CHORD 1-10=1419/2805, 8-10=-1419/2805, 7-8=-500/958 WEBS 2-10=13/300, 2-8=1401/755, 5-8=384/956, 5-7=-1495/798 NOTES- 1) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide E will fit between the bottom chord and any other members, with BCDL = 10.Opsf. ,��N%�` Q.LJ eR • • • //y ��j� 6) Refer to girder(s) for truss to truss connections. ,�� V \ G E INS+ •• �/ .� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 735 lb uplift at joint 7 and 628 lb uplift at �� V 4S' 0 joints. No 22839 '? OF : 41 0. 11,81, lilt t Walter P. Finn PE No.22839 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ®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 MTekS connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall HT building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/?P/f qualify Cdteda, DSB-09 and SCSI Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Plyl Smith ResidenceT21878665 T J40709 Half Hip 1 Job Reference o tional East Coast I russ, Ft. Pierce, FL mu4b 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:54:42 2020 Page 1 ID:zofKAQxZpPyBH 0 UCXm V IXEyK_2p-75ReVaUMBzh8MnggXrgx4x4mPHPImKNaRgJuwkyJvNx 6-9-14 13-M 19-M 25-0-0 6-9-14 6-2-2 6-0-0 6-" 4x8 = 14 Scale = 1:42.6 3x4 = 10 " 8 7 6 3x4 = 1x4 II 4x4 = 3x4 = 3x8 = 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.17 10-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.91 Vert(CT) -0.27 10-13 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Weight: 135 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 1=Mechanical, 6=Mechanical Max Horz 1=363(LC 8) Max Uplift 1=-641(LC 8). 6=-722(LC 8) Max Grav 1=1530(LC 13), 6=1451(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3072/1284, 2-3=1966/869, 3-4=1275/637, 4-5=-1275/637, 5-6=-1359/729 BOT CHORD 1 -1 0=-1 44712859, 8-1 0=-1 447/2859, 7-8=-875/1758 WEBS 2-10=-5/286, 2-8=1231/636, 3-8=234/708, 3-7=652/321, 4-7=610/405, 5-7=-859/1718 Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals. Rigid ceiling directly applied or 4-6-2 oc bracing. 1 Row at midpt 5-6, 2-8, 5-7 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.0psf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.0psf 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, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 641 Ib uplift at joint 1 and 722 lb uplift at joint 6. �` �• DENS N� ��. No 22839 k�50F10 •:�� nnl Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 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 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 ANSIITPo! 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 i Truss Truss Type Qly Ply Smith Residence T21878666 J40709 D17 Half Hip 1 1 Job Reference (optional) East toast Truss, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:54:43 2020 Page 1 ID: zofKAWpPyBH 0 UCXm V IXEyK_2p-bl_OiwVyHp?_xkl4YBAd8cvlhn3VpMkfU2 RTB yJvNw 5-9-14 11-M 18-M 25-M 5-9-14 5-2-2 7-0-0 7-0-0 3x4 = 5-9-14 10 IA II LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.33 BCLL 10.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rTP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 6=Mechanical Max Harz 1=307(LC 8) Max Uplift 1=-653(LC 8), 6=710(LC 8) Max Grav 1=1516(LC 13), 6=1432(LC 13) 4xe = 4x4 = 3x4 = 3x8 = 14 Scale = 1:42.2 4x4 = 6 3x6 I I CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP TC 0.86 Vert(LL) -0.13 7-8 >999 240 MT20 244/190 BC 0.81 Vert(CT) -0.24 7-8 >999 180 WB 0.67 Horz(CT) 0.07 6 n/a n/a Matrix -MS Weight: 130 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-11 oc bracing. WEBS 1 Row at midpt 3-7. 5-7 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3130/1354, 2-3=-2242/1021, 3-4=1671/833, 4-5=1671/833, 5-6=-1325/719 BOT CHORD 1-10=-1469/2908, 8-10=-1469/2908, 7-8=-1007/2029 WEBS 2-8=-990/515, 3-8=191/622, 3-7=-429/209, 4-7=-720/474, 5-7=-985/1976 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.0psf 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, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 653 lb uplift at joint 1 and 710 lb uplift at joint 6. E I No 22839 c� O. A F •.��� nnl Wafter R Finn PE No.22839 MiTek USA, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ® 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 onlywith MiTek® connectors. This 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 �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 ANSUTP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Smith Residence TD'lu8 T21878667 J40709 Flat 1 1 Job Reference (optional) ---• - -• • • ^ „ 0.94U s UGt a LULU Ivn I eK moustries, Inc. i nu NOV I 13:b4:44 ZUZU Page 1 • ID:zofKAQxZpPyBH000XmVIXEyi 2p3UY0vGWcjbxsb5JDeFiP9M98J578EHPtu8o-7dyJvNv 6-4-12 12.6-0 18-7-4 25-0-0 6-0-12 6-1.4 6-1-4 6.4-12 Scale = 1:42.5 a 3x4 II 3x4 = 3x4 = 3x4 = 3x4 = 3x4 II 1 12 2 3 4 5 13 6 10 9 3x4 = 3x4 = 8-5-3 8 3x4 = 7 5x5 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017lrP12014 CSI. TC 0.62 BC 0.82 WB 0.62 Matrix -MS DEFL. in Vert(LL) -0.14 Vert(CT) -0.29 Horz(CT) 0.08 (loc) Vdefl Ud 7-8 >999 240 7-8 >999 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 134 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-6-5 oc bracing. WEBS 1 Row at midpt 2-11. 5-7 REACTIONS. (size) 11=Mechanical, 7=Mechanical Max Uplift 11=677(LC 8), 7=677(LC 8) Max Grav 11=1377(LC 13), 7=1377(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2034/962, 3-5=-2034/962 BOT CHORD 10-11=-891/1754, 8-10=-1144/2272, 7-8=-891/1754 WEBS 2-11=1997/1022, 2-10=-151/594, 3-10=-382/250, 3-8=382/250, 5-8=-151/594, 5-7=-1997/1022 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf the bottom ,,{{{1111111��� a of on chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit between bottom ,�� will the chord and any other members, with BCDL = 10.Opsf. 6) Refer to for truss to truss V E Ns •• �i� girder(s) connections. ,�� •••.G y V F•••.• 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 677 lb uplift at joint 11 and 677 lb uplift •• �� • at joint 7. • : No 22839 • O: S TA F •:��` Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 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 MTekS connectors. This design is based only upon parameters shown, 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 ITS[ building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPll 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 Sce T21878668 J40709 D19G Flat Girder 1 [orb��Reference o tional 10-0M 3x8 = 3x4 = 3x4 = 3x4 = 1 1516 17 2 18 19 3 20 4 21 0.9LU 5 va a LULU Iva I eK IncUSRIeS, Inc. I nU NOV 1Z 10:04:4b ZUZU rage 1 iOUCXm VIXEyK_2p-?tgBKyXsFC BarOScmg ktEn EV Luphi8hAMS H53 WyJvNt 19-10-15 25-0-0 Scale = 1:42.5 1x4 II 3x4.= 3x8 = 5 22 23 6 24 25 26 7 14 27 28 13 29 30 12 31 11 10 32 33 9 34 35 8 3x6 II 3x8 = 3x4 = 44 = 3x8 = 3x8 = 3x6 II 5-1-1 10-0-6 14-11-10 19-10-15 25-0-0 A_11_9 A AA c Plate Offsets (X,Y)— [9:0-3-8,0-1-81,[13:0-3-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.20 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.81 Vert(CT) -0.33 10-12 >910 180 BCLL 10.0 Rep Stress Incr NO WB 0.82 Horz(CT) 0.06 8 n/a We BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Weight: 276 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 14=Mechanical, 8=Mechanical Max Uplift 14=-1557(LC 8). 8=1513(LC 5) Max Grav 14=3027(LC 25), 8=2943(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-2839/1540, 1-2=-4224/2174, 2-3=-6219/3199, 3-5=-6206/3194, 5-6=6206/3194, 6-7=-4205/2164, 7-8=-2781/1500 BOT CHORD 12-13=-2174/4224, 10-12=3199/6219, 9-10=-2164/4205 WEBS 1-13=-2484/4826, 2-13=-2061/1269, 2-12=-1196/2326, 3-12=842/595, 5-10=849/598, 6-10=-1201/2333, 6-9=-2055/1264, 7-9=-2475/4808 Structural wood sheathing directly applied or 4-9-10 oc purlins, except end verticals. Rigid ceiling directly applied or 7-2-4 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Refer to girder(s) for truss to truss connections. 9rProvide mechanical connection (by others) of truss to bearing plate capable of withstanding 1557 lb uplift at joint 14 and 1513 lb uplift at joint 8. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 lb down and 213 lb up at 1-2-9, 231 lb down and 213 lb up at 3-2-9, 231 lb down and 213 lb up at 5-2-9, 231 lb down and 213 Ito up at 7-2-9, 231 lb down • and 213 lb up at 9-2-9, 231 lb down and 213 Ito up at 11-2-9, 231 lb down and 213 lb up at 13-2-9, 231 lb down and 213 lb up at 15-2-9, 231 lb down and 213 lb up at 17-2-9. 231 lb down and 213 lb up at 19-2-9, and 231 lb down and 213 lb up at 21-2-9, and 231 lb down and 213 lb up at 23-2-9 on top chard, and 99 lb down and 26 Ito up at 1-2-9, 99 lb down and 26 lb up at 3-2-9, 99 lb down and 26 lb up at 5-2-9, 99 lb down and 26 lb up at 7-2-9, 99 lb down and 26 lb up at 9-2-9, 99 lb down and 26 lb up at 11-2-9, 99 lb down and 26 lb up at 13-2-9, 99 lb down and 26 lb up at 15-2-9, 99 lb down and 26 lb up at 17-2-9, 99 lb down and 26 lb up at 19-2-9, and 99 lb down and 26 lb up at 21-2-9, and 99 lb down and 26 lb up at 23-2-9 on bottom chord. The Conti tlR/lne,i 21 of such connection device(s) is the responsibility of others. 0%J1111111111111 P. No 22839 33 OF 11111 Walter R FInn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse 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 � Smith ResidenceT21878668 J40709 D19G JTruss Flat Girder �Q�t7yPly 1n L Job Reference (oprtional Cast west r rubs, M. rierce, rL d9y90 6.42U s Uct 9 2U2U MITek Industries, Inc. Thu Nov 12 13:54:46 2020 Page 2 ID:zofKAQxZpPyBH000XmVIXEyK 2p-?tg8KyXsFCBarOScmgktEnEVLuphi8hAMSH53WyJvNt LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=90, 8-14=20 Concentrated Loads (lb) Vert: 11=46(191) 13=76(B) 2=169(191) 5=-169(B) 10=-76(B) 16=169(121) 17=169(B) 18=-169(8) 19=169(B) 20=-169(B) 21=-169(B) 22=169(B) 23=-169(B) 24=-169(B) 25=169(B) 27=76(13) 28=-76(B) 29=-76(B) 30=76(B) 31=76(B) 32=-76(B) 33=-76(B) 34=76(13) 35=76(B) ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 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 ANS1/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Smith Residence T21678669 J40709 D20G Half Hip Girder 1 2 Job Reference (optional) 10.9-14 I 0.44U b Uci U LULU IVII I eK mausines, Inc. I nu NOV l Z I J:04:46 ZUZU Yage 1 ZpPyBHOUCXmVIXEyK 2p-yFovldZ7npRl4ic t5nLKCJI?iV6A—nTpmmCBOyJvNr 20.5.4 24-11-4 ' 4.6-0 4-6-0 5x8 = Scale = 1:51.9 1x4 II 5x8 = 5.00 12 5 6 16 7 vxo = HUS26 3x6 II 4x8 M18SHS = HUS26 HUS26 6x6 = HUS26 exe = 3x10 M18SHS I I HUS26 HUS25 HUS26 HUS26 7x6 = HUS26 HUS26 HUS26 HUS26 5 8 7 10.9-14 15-11-4 20.5 4 24-11-4 51-7 5-1 6 5-1-6 4 6 0 4 6 0 Plate Offsets (X,Y)— [3:0-2-0 Edge],[5:0-5-12,0-2-8] [10:0-2-12 0-4-0] [11:0-3-0 0-4-121 [13.0-4-4 0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.27 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.82 Vert(CT) -0.42 11-13 >707 180 M18SHS 244/190 BCLL 10.0 Rep Stress Incr NO WB 0.98 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 368 Ib FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD 1-3: 2x4 SP No.1 BOT CHORD 2x6 SP SS BOT CHORD WEBS 2x4 SP No.3 *Except* 7-8: 2x8 SP No.2, 7-9: 2x4 SP No.2 REACTIONS. (size) 8=0-8-0, 1=0-7-4 Max Horz 1=445(LC 8) Max Uplift 8=-3630(LC 8), 1=-3420(LC 8) Max Grav 8=6423(LC 25), 1=6561(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-13724/7214, 2-4=-9946/5352, 4-5=-6238/3417, 5-6=3634/2055, 6-7=3634/2055, 7-8=-5790/3301 BOT CHORD 1-13=-7020112638, 11-13=7020/12638, 10-11 =51 49/9172, 9-10=3273/5812 WEBS 2-13=-125112633, 2-11=-3918/2059, 4-11=-2071/3983, 4-10=-4602/2547, 5-10=-2845/5198,5-9=-3878/2169,6-9=-400/308,7-9=3765/6660 Structural wood sheathing directly applied or 1-7-8 oc purlins, except end verticals. Rigid ceiling directly applied or 6-7-5 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x8 - 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) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7rThis 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 10.Opsf on the bottom chord in 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3630 lb uplift atjoint 8 and 3420 lb uplift st joint 1. 10) Use USP HUS26 (Wirth 14-16d nails into Girder & 4-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-0-0 from the left end to 7-0-0 to connect truss(es) to front face of bottom chord. 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 9-0-0 from the left end to 23-0-0 to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. C No 22839 Ot OF :�40 Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ontinuea on page Z November 13,: .OAD CASE(S) Standard A WARNING - Vediy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verily 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 ANSYTPI1 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 020 Job Truss Type Qty Ply Smith Residence TD'20G T21878669 J40709 Half Hip Girder 1 Job Reference (optional) o-4Lu 5 uct y ZUZU Iw1 I eK maustfleS, Inc. I nu NOV 12 13:54:46 Z020 Page 2 ID:zofKAQxZpPyBH000XmVIXEyK 2p-yFovldZ7npRl4ic_t5nLKCJI7iV6A_nTpmmC80yJvNr LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=90, 5-7=90, 1-8=20 Concentrated Loads (lb) Vert: 12=840(F) 11=840(F) 15=-848(F) 17=-848(F) 18=848(F) 19=-848(F) 20=-840(F) 21=840(F) 22=-840(F) 23=-840(F) 24=840(F) 25=-847(F) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 rollapse 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 Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 6904 Parke East Blvd. 20601 Tampa, Parke East Job r Truss Type Ply mith Residence T T21878670 J40709 Hip �Qty 1 1 [Job Reference (optional) Saar wear r, u n. nercn, rL ognwo U.42U s Uct 9 2U2U MITek Industries, Inc. Thu Nov 12 13:54:50 2020 Page 1 ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-uewfAJaNJRh7JOm N7 WppPdP80 WDae_LmG4FJDHyJvNp 1 0 0 5-0-0 10-8-0 164-0 214-0 224-0 1-0-0 5-0-0 5-8 0 i 548-0 5-0 0 1-0-0 Scale = 1:38.4 4x8 = 5.00 12 1x4 II 4x8 = 3x4 = 1x4 II 3x4 = 3x8 = 1x4 II 3x4 = 5.041 10-M 16-4-0 21-4-0 Plate Offsets (X,Y)— [3:0-5-4,0-2-01,[5:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.32 9-11 >809 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.62 Vert(CT) -0.30 9-11 >847 180 BCLL 10.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 93 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP Nc.3 REACTIONS. (size) 2=04-0, 6=0-4-0 Max Horz 2=119(LC 7) Max Uplift 2=-1197(LC 8), 6=1197(LC 8) Max Grav 2=1268(LC 1), 6=1268(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2415/2213, 3-4=-3042/2899, 4-5=-3042/2899, 5-6=2415/2213 BOT CHORD 2-11=-1916/2171, 9-11=-1934/2186, 8-9=-1934/2186, 6-8=-1916/2171 WEBS 3-11=-267/230, 3-9=-901/1060, 4-9=-573/369, 5-9=-901/1060, 5-8=-267/230 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-1-4 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. 11; Exp C; 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) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in 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 1197 lb uplift at joint 2 and 1197 lb uplift at joint 6. �►I11111/I/I \.jER P F/ No 22839 �OF )4Er/-% FS . 0'- R XID `� J# 1S fO N A' Wafter P. Him PE No.22839 MiTek USA, Inc. FL Gent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ® 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 MiTek® connectors. This design Is based only upon parameters shown, 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 iViiTekr is always required for stability and to prevent collapse 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 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 Qty PlySmith Residence FHipGiTd.,pe T21878671 J40709 E02G 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:54:51 2020 Page 1 ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-MgT1 Nfb?3kgsx9LZYDK2xgxK9vYVNLhvVk_sljyJvNo 1-0.0 , 3 0-0 8-1-15 13-2-1 18-4-0 21-4-0 22-4-0 1-0-0 3-0-0 5 1-15 5 0.3 5-1-15 3-0-0 1-0.0 Scale = 1:38.4 6x8 M18SHS = 5.00 12 1x4 'II 44 = 6x8 M18SHS = 3 20 21 4 22 23 24 5 25 26 6 1-91 -- 12 27 .- 28 29 30 '- 31 32 - 3x6 = 1x4 II 4x4 = 5x8 = 5x5 = 3-0.0 8-1-15 13-2-1 18-4-0 21-4-0 ' 3.0-0 5-1-15 5-0-3 5-1-15 3-0-0 3x6 = Plate Offsets (X,Y)— [3:0-5-12,0-2-81,[6:0-5-12,0-2-81,[10:0-2-8 0-1-81 [11:0-4-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.75 10-11 >342 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.64 Vert(CT) -0.69 10-11 >371 180 M18SHS 244/190 BCLL 10.0 Rep Stress Incr NO WB 0.97 Horz(CT) -0.09 7 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 95 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except` 3-6: 2x4 SP M 31 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 7=0-4-0 Max Horz 2=80(LC 7) Max Uplift 2=-1426(LC 8), 7=1427(LC 8) Max Grav 2=1457(LC 1), 7=1457(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-3-1 oc bracing. WEBS 1 Row at midpt 3-11, 6-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3152/3023, 3-4=-5496/5382, 4-5=5496/5382, 5-6=5495/5384, 6-7=3153/3023 BOT CHORD 2-13=-2718/2879, 11-13=-2748/2907, 10-11=-5257/5495, 9-10=-2739/2908, 7-9=-2709/2880 WEBS 3-13=-265/245, 3-11=-2641/2701, 4-11=-502/374, 5-10=509/379, 6-10=-2641/2700, 6-9=-266/246 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.0psf 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, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1426 lb uplift at joint 2 and 1427 lb uplift at joint 7. 9j Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114 lb down and 107 lb up at 3-0-0, 114 lb down and 96 lb up at 5-0-12, 114 lb down and 96 lb up at 7-0-12, 114 lb down and 96 lb up at 9-0-12, 114 lb down and 96 lb up at 10-8-0, 114 lb down and 96 lb up at 12-3-4, 114 lb down and 96 lb up at 14-3-4, and 114 lb down and 96 lb up at 16-3-4, and 114 lb down and 107 lb up at 18-4-0 on top chord, and 76 lb down and 47 lb up at 3-0-0, 29 lb down and 23 lb up at I&G-12, 29 lb down and 23 lb up at 7-0-12, 29 lb down and 23 lb up at 9-0-12, 29 lb down and 23 lb up at 10-8-0, 29 lb down and 23 lb up at 12-3-4, 29 lb down and 23 lb up at 14-3-4, and 29 lb down and 23 lb up at 16-3-4, and 76 lb down and 47 lb up at 18-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 `,�1111111111II ER P, IV SF��',�'i No 22839 :1Z S ` R I I. • C? �� ,W4fS'/ONA�E����• ��l/l11111111� Walter R Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ®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 Sal' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse 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 November 13,2020 Job Truss Truss Type Qty Ply Smith Residence T21876671 J40709 E02G Hip Girder 1 1 Job Reference (optional) rr. nerve, rL 04V40 t$.4Zu S Uct 9 ZUZU MI IeK Industries, Inc. I Mu Nov 12 13:54:51 2020 Page 2 ID:zofKAQxZpPyBH000XmVIXEyK 2p-MgT1Nfb73kgsx9LZYDK2xgxK9vYVNLhvVk_sljyJvNo LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=90, 3-6=90, 6-8=-90, 14-17=-20 Concentrated Loads (lb) Vert: 3=-12(F) 6=-12(F) 12=22(F) 13=-56(F) 9=56(F) 20=-12(F) 21=-12(F) 22=-12(F) 23=-12(F) 24=12(F) 25=-12(F) 26=-12(F) 27=-22(F) 28=-22(F) 29=-22(F) 30=22(F) 31=-22(F) 32=22(F) ®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 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 ANSVI Ii Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Satetylnformat/on available from Truss Plate Institute, 2670 Crain Highway, Sufte 203 Waldorf, MD 20601 Tampa, FL 36610 Job r Truss Truss Type Ply Smith Residence T21878672 J40709 F01G Common Girder �Qty 1 Job Reference (optional) • ������ C.4Zu S Uct a YUZU MI I eK Inaustrles, Inc. I nu Nov 12 13:54:53 202U Page 1 ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-IDbooLdFbM4aATVygeNW1 F1fgjAMrH?Cz2TzpcyJvNm -2.0-0 7-1-8 10-6-0 155-2 21-0-0 2-0-0 7-1-8 34-8 4-11-2 5-6-14 Scale = 1:38.4 46 II Jxlu II =5 THD26-2 HUS26 Special MID II r - - Special Special 7-1-8 105-0 i 15-5-2 21-0-0 7-1-R 'i A_A d_•I •I _� FAQ d Plate Offsets (X,Y)— [2:0-5-0,0-1-111,[6:0-5-0,0-1-111,[8:0-4-0,0-4-121 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in ([cc) Udeft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.27 7-8 >927 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.94 Vert(CT) -0.45 7-8 >557 180 M18SHS 244/190 BCLL 10.0 Rep Stress Incr NO WE 0.85 Horz(CT) 0.13 6 n/a n/a BCDL 10.0 Cade FBC2017frP12014 Matrix -MS Weight: 225 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP SS *Except' 6-9: 2x6 SP DSS WEBS 2x4 SP No.3 *Except* 4-8: 2x4 SP No.2 REACTIONS. (size) 6=0-8-0, 2=0-8-0 Max Horz 2=236(LC 24) Max Uplift 6=-3633(LC 8), 2=3106(1_C 8) Max Grav 6=7515(LC 1), 2=5896(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-7 cc purlins. BOT CHORD Rigid ceiling directly applied or 6-6-11 cc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-14032/7099, 3-4=-10949/5553, 4-5=-10980/5533, 5-6=-16426/8030 BOT CHORD 2-10=6429/12877, 8-10=-6429/12877, 7-8=-7339/15153, 6-7=-7339/15153 WEBS 4-8=-4032/8028, 5-8=-5726/2716, 5-7=-1751/3968, 3-8=3762/2058, 3-10=1664/3282 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3633 lb uplift at joint 6 and 3106 lb uplift at joint 2. 10) Use USP THD26-2 (With 18-16d nails into Girder & 12-1 Od nails into Truss) or equivalent at 7-1-10 from the left end to connect truss(es) to back face of bottom chord. 111 Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent at 9-0-12 from the left end to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. Continued on page 2 {{1111111111 ,,,PVj f_R P• F� �i . �. .........NS N7i No 22839 ��� F •'• O R 1 P• `_,�♦ ON Aej"FlI-��C� �� 1j1111111{{ Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ® 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 Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not HV so' 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 ANSUTPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job nu Truss Type Qty Ply Smith Residence T21878672 J40709 Common Girder 1 Job Reference (optional) --.' -.1 .. . '• 1 "w t1.4zU s Uct a zuzu MI I eK Industries, Inc. Thu Nov 12 13:54:53 2020 Page 2 NOTES- ID:zofKAQxZpPyBH000XmVIXEyK 2p-IDbooLdFbM4aATVygeNWlFlfgjAMrH?Cz2TzpcyJvNm 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1347 lb down and 673 lb up at 11-0-12. 1347 lb down and 661 lb up at 13-0-12, 1347 lb down and 648 lb up at 15-0-12, and 1347 lb down and 633 lb up at 17-0-12, and 1352 lb down and 616 lb up at 19-0-12 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=1.25 Uniform Loads (plf) Vert: 1-4=90, 4-6=90, 2-6=20 Concentrated Loads (lb) Vert: 9=-1339(B) 10=2842(B) 15=-1347(8) 16=1347(B) 17=-1347(B) 18=1347(B) 19=1347(B) A WARNING - Vedty 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 iwiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply Smith Residence T21878673 J40709 F02 Attic 2 1 Job Reference (optional) "•'•'•'• • •" �• - •����� 0.4ZU 5 Uo[ 5 GULU 1wII 18K InoU5UIe5, InC. I nu Nov "I/ l5.o4:o9 zu eu rage l ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-mP9AOhdtMfCRod48EMuIZTZoN7VmamRLBiD WM2yJvNl 11-11.6 -2.0 0 3.0.0 6-4-4 9-0.10 9- 5 10-6-0 11-9-11 147-12 18.0.0 21-0.0 2-0-0 3-0.0 3-44 2-&6 0. - 1 1311 2-8-6 3-4.4 3.0.0 1-3-11 0.1.11 Scale = 1:38.9 3x4 = 3x6 — 3x6 = 5 7 5.0o ,2 2x4 It 2x4 II 4 8 1x4 Z� tx4 3 9 2 10 �� I$ 12 „ 4x4 = 5x8 = 5x8 = 44 = 6AA 14-7-12 21-0-0 6. -4 8-3-8 64A Plate Offsets (X,Y)— [2:0-1-2,Edge] [6:0-2-0 Edge] 110:0-1-2 Edge] [11:0-2-12,Edge], [12:0-2-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.40 11 >625 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.99 Vert(CT) -0.70 11-12 >362 180 BCLL 10.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.07 10 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Attic -0.24 11-12 396 360 Weight: 99 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins. BOT CHORD 2x4 SP No.2'Except• BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 11-12: 2x6 SP SS WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 2=0-8-0 Max Horz 2=236(LC 7) Max Uplift 10=-489(LC 8), 2=705(LC 8) Max Grav 10=1456(LC 15),2=1640(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3245/977, 3-4=-2529/763, 4-5=2200/777, 5-6=-165/1004, 6-7=-170/1016, 7-8=-2186/772, 8-9=-2521/772, 9-10=-3374/1120 BOT CHORD 2-12=-837/3153, 11-12=-557/2269, 10-11=-1002/3137 WEBS 8-11=-68/690, 4-12=-25/679, 5-7=-3296/1025, 3-12=-965/298, 9-11=-1097/470 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.0psf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for 0 degree its `,�{111111 f ff�, a plus or minus rotation about center. 4) This truss has been designed ��� ER P .. F141 '.� for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for live load 10.Opsf bottom ,�� P�........ V E N •. ne a of on the chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,�� G S+' V F '•,• �� will fit between the bottom chord and any other members, with BCDL = 10.0psf. �� 6) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-7; Wall dead load (5.Opsf) on member(s).8-11, 4-12 NO 22839 7) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 = 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 489 lb uplift at joint 10 and 705 lb uplift at joint 2. 9) Attic room checked for U360 deflection. "U OF 4U • ���,,SS,O N A; E�C� �. nl Walter P. Finn PE No.22839 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ® 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 Mlrek® connectors. This design is based only upon parameters shown, 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 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 ANSI?Pif Duality Crfter/a, 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 r Truss Truss Type Ply Smith ResidenceT21878674 J40709 F03 JQty Attic 1 Job Reference (optional) ".so, Ft. rrerce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:54:55 2020 Page 1 ID:zofKAQxZpPyBH000XmVIXEyK 2p-FbjYDleW7zKIQnfKn3P 6g6_GXrpJEyVQLy4uUyJvNk 11-11.6 -2-0-0 3.0.0 8.4.4 9-0.10 9- 10.6.0 11-9-11 14-7-12 18.0.0 21.0.0 23-0-0 2-0.0 2.8-6 0.1- 1 1-3-11 2-8-6 1 311-0 2-0.0 1-3-11 0-1.11 Scale = 1:40.4 3x4 = 3x6 = - 3x6 = 5 7 5.00 12 2x4 II 2x4 II 4 8 1x4 tx4 3 9 2 10 13 12 4x4 = 5xB = 5x8 = 4x4 = 14-7-12 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017rrP12014 CS1. TC 0.76 BC 0.94 WB 0.69 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in (loc) Well Ud -0.39 13 >651 240 -0.69 12-13 >366 180 0.07 10 n/a n/a -0.23 12-13 424 360 PLATES GRIP MT20 244/190 Weight: 102 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 12-13: 2x6 SP SS WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-245(LC 6) Max Uplift 2=694(1_10 8), 10=694(1_C 8) Max Grav 2=1635(LC 14). 10=1635(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3233/952, 3-4=-2499/724, 4-5=2171/739, 5-6=-144/996, 6-7=-144/996, 7-8=-2171/739,8-9=-24991724,9-10=3238/952 BOT CHORD 2-13=-728/3166, 12-13=-432/2277, 10-12=-728/2987 WEBS 8-12=-21/677, 4-13=-21/677, 5-7=-3259/961, 3-13=-970/312, 9-12=-975/312 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf, BCDL=2.Opsf; h=24ft; B=106ft; L=65ft; eave=7ft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a or minus 0 degree rotation its 1`t1111111111111� plus about center. 4) This truss has been designed for 10.0 bottom 0 ER P F/ a psf chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide %% N. �f-"ice ,��` V •'G E lV S+ ••�y will fit between the bottom chord and any other members, with BCDL = 10.Opsf. `� •• �+ �` �� 6) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-7; Wall dead load (5.Opsf) on member(s).8-12, 4-13 N O 22839 •� 7) Bottom chord live load (30.0 pall) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 8) Provide = * �• mechanical connection (by others) of truss to bearing plate capable of withstanding 694 lb uplift at joint 2 and 694 lb uplift at joint 10. - 9) Attic room checked for U360 deflection. 'p op unl Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ® 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 �® e truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall p�E' 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 ANSUrp/1 Quality Criteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Smith Residence T21878675 J40709 F04G Common Girder 1 1 Job Reference (optional) rt. riu—, rL 04n4o 6.42U s Uct 9 2U2U MITek Industries, Inc. Thu Nov 12 13:54:59 2020 Page 1 ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-7Ny33OhOBCgkvOy6OvTwGWHgs8GsF3e5LzwH 1 FyJvNg 2-0-0 5-6-14 10-" 15-5-2 21-0-0 23-0 0 2-0-0 5-6-14 4-11-2 4-11-2 5-6-14 2-0-0 OXO 5-6-14 4x4 = OXO Scale = 1:40.4 I$ 7x4 II 3x6 21-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.20 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.74 Vert(CT) -0.37 10-11 >686 180 M18SHS 244/190 BCLL 10.0 Rep Stress Incr NO WB 0.59 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 109 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 4-14,6-14: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-245(LC 23) Max Uplift 2=-1174(LC 8), 8=1173(LC 8) Max Grav 2=2305(LC 29), 8=2302(LC 30) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-10 oc puriins. BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4684/2079, 3-4=364511771, 4-5=2479/999, 5-6=24781999, 6-7=-3646/1771, 7-8=-4679/2077 BOT CHORD 2-13=-1729/4402, 11-13=-1729/4402, 10-11 =-1 727/4213, 8-1 0=-1 72714213 WEBS 11-14=-57011646, 5-14=-570/1646, 7-11=-1045/394, 7-10=-140/610, 3-11=1049/397, 3-13=-142/615,4-14=-1144/788,6-14=11431788 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 I O.Opsf on the bottom chord in 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 1174 Ito uplift at joint 2 and 1173 lb uplift at joint 8. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 242 lb down and 252 lb up at 7-0-12, and 242 Ito down and 252 lb up at 13-11-4 on top chord, and 558 lb down and 246 lb up at 7-0-0, 111 lb down and 45 Ito up at 9-0-12, 111 Ito down and 45 Ito up at 10-6-0, and 111 lb down and 45 Ito up at 11-11-4, and 558 lb down and 246 lb up at 13-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1rDead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=90, 5-9=90, 15-18=-20 Concentrated Loads (lb) Vert: 12=-448(F) 11=90(F) 4=-182(F) 6=-182(F) 21=-90(F) 22=90(F) 23=448(F) %%,,`��111111111l��,I �.�pJ,'j ER P F/ i�♦i . N No 22839 .. • ice•. S 44/,` ♦���SS��NA� Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: November 13,2020 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 a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Sal, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mew always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36810 Job ' Truss Type Qty Ply Smith ResidenceT21878676 FOISG J40709 Hip Girder 1 1 Job Reference (optional) coat wear uusa, ri. rierce, rL 34ii46 -1-0-12 , 1-11-5 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:55:01 2020 Scale = 1:20.8 48 = 4x4 = 5.00 12 q 9 3x6 11 3x6 11 1-115 6-3-3 8-2 8 ' 1_11_5 d_'{_1d Plate Offsets (X,Y)— [3:0-5-0,0-2-0) LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.03 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.19 Vert(CT) 0.03 8-9 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.13 Horz(CT) -0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 53 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 10=0-3-0, 7=0-3-0 Max Horz 10=201(LC 6) Max Uplift 10=-733(LC 8), 7=731(LC 8) Max Grav 10=586(LC 1), 7=586(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 260 (lb) or less except when shown. TOP CHORD 2-3=-356/524, 34=288/486, 4-5=-354/521, 2-10=-576/727, 5-7=576/723 BOT CHORD 8-9=-454/341 WEBS 2-9=-530/411, 5-8=526/409 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 8-4-3 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in 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 733 lb uplift at joint 10 and 731 lb uplift at joint 7. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 125 lb down and 109 lb up at 1-11-5, and 125 lb down and 99 lb up at 4-0-1, and 125 lb down and 109 lb up at 6-3-3 on top chord, and 162 lb down and 126 lb up at 1-11-5, and 24 lb down and 68 lb up at 4-0-1, and 162 lb down and 126 lb up at 6-2-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 91 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=1.25 Uniform Loads (plf) Vert: 1-2=-90, 2-3=90, 34=90, 4-5=-90, 5-6=-90, 7-10=-20 Concentrated Loads (lb) Vert: 9=-38(F) 8=-38(F) 12=2(F) ER P �. 'CENg• : t' ��i No 22839 A F : 4u�C/ i��Ssl� N A ; 111111 Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ® 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 ANSUTP11 Duality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Sarely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job � Truss Truss Type ally Ply Smith Residence T21878677 J40709 G02G Hip Girder 1 1 Job Reference (optional) '" `• ' '�' -� ����� 8.4ZU 5 LiCt U ZUZU MI I eK Industries, Inc. I nu NOV 12 13:bb:03 2020 Page 1 ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-0BCavmkXFQK9N?GtFIYsRMRPXImYB_DgGbuVA1 yJvNc 1 0 12 1-11-5 6-3-3 8-2 8 9-3-0 1-0-12 1.11-5 4-3-14 1-11-5 RN2 4x8 = 5.00 12 Scale = 1:19.8 4x4 = 3x6 11 3x6 11 6-3-3 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2017lrP12014 CS1. TC 0.55 BC 0.18 WB 0.16 Matrix -MP DEFL. in (loc) Udefl Lid Vert(LL) 0.03 8-9 >999 240 Vert(CT) -0.02 8-9 >999 180 Horz(CT) -0.00 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 45 lb FT = 0% 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 9-2-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-3-0, 7=0-3-0 Max Horz 10=60(LC 7) Max Uplift 10=-562(LC 8), 7=-562(LC 8) Max Grav 10=585(LC 1), 7=585(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-500/492, 3-4=-422/462, 4-5=-500/490 BOT CHORD 8-9=390/422 WEBS 2-10=-573/543, 2-9=-418/455, 5-7=573/542, 5-8=417/455 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; li (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding.4) / /1��, Plates cked for a us or minus degree rotation about its center. 5) This truss ehas been delsigned 010.0 `,�1►1111 P. F//y�f�"�j� ER for a psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for live load 10.Opsf the bottom in 3-6-0 ���,,``Q."J • V E N a of on chord all areas where a rectangle tall by 2-0-0 wide fit between the bottom ,�� � G ,9 y i� �r F �•• will chord and any other members, with BCDL = 10.0psf. `� �� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 562 lb uplift at joint 10 and 562 lb uplift No 22839 •� at joint 7. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 68 Ib up at * 1-11-5, and 100 lb down and 58 lb up at 4-0-1, and 100 lb down and 68 lb up at 6-3-3 on top chord, and 64 lb down and 29 lb up at 1-11-5, and 13 lb down and 8 lb up at 4-0-1, and 64 lb down and 29 lb up at 6-2-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. O F 41 2J 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 �i �••' O R �•'� �� 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 S,so,ON.Unifo l Al ,;`,,�,, Vert: 1-3=90, 3-4=90, 4-6=90, 7-10=-20 Concentrated Loads (lb) Walter R Flnn PE No.22839 Vert: 9=37(F) 8=-37(F) 12=3(F) MITek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ®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 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 ANSI/TPH QuaGry Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Satefyrnformetion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa. FL 36610 Job Type Qty Ply Smith Residence TM'vU Pulls: T21878678 J40709 1 1 Job Reference (optional) uns, Fi. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:55:04 2020 Page 1 I D:zofKAQxZpPyB H O UCXmV IXEyK_2p-U Kmy6619OkS O79r3pS 35za_h1983wTOgVFe2 iTyJvNb 2-2-2 222 Scale = 1:7.3 2x3 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.04 Vert(CT) n/a n/a 999 BCLL 10.0 Rep Stress ]nor YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight: 6 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-2 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-2-2, 2=2-2-2, 3=2-2-2 Max Horz 1=40(LC 8) Max Uplift 1=-31(LC 8). 2=-51(LC 8) Max Grav 1=90(LC 13), 2=69(LC 13), 3=29(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. ,,�►1 �f ��,� �#i, 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint land 51 lb uplift at joint 2. �` ,, v'•-.\GENS+tC•; Y i' i No 22839 Wit• OF 0. Al- <c%��`• Waiter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: November 13,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUIP/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, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Smith Residence T21878679 J40709 MV2 Valley 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 2x3 i 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 1213:55:06 2020 Page 1 ID:zofKAQxZpPyBH000XmVIXEyi 2p-QjtiXnnPXLikET Sxt5Z2?32WygfOMW6yZ79nLyJvNZ 200 2-0-0 son Scale = 1:6.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.03 Vert(CT) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight: 5 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-0-0, 2=2-0-0, 3=2-0-0 Max Horz 1=35(LC 8) Max Uplift 1=-27(LC 8), 2=-45(LC 8) Max Grav 1=79(LC 13), 2=61(LC 13), 3=25(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 1 O.Opsf on the bottom chord in 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) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of beading urface. sc `,��1� , 8 Provide P F ER mechanical nnection b others of truss to bearing late capable of withstanding 27 lb uplift at hint 1 and 45 lb uplift at (Y ) 9P P 9 P 1 P joint 2. ��,,,Q`�,C • V E N 5+4' �� .G i No 22839 • 3 i-R OF •,�S'SIpN'A, E����• Walter P. Rnn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ®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 andfor chord members only. Additional temporary and permanent bracing iwiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYrP/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 Job , TrussType Qty Ply Smith ResidenceT21878680 TMrV3 J40709 Valley 1 1 Job Reference (optional) �OaSL -SS, ri. rrerce, FL 34346 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:55:07 2020 Page 1 ID: zofKAQxZpPyBH OU CXm VIXEyK_2p-uvR4k7o 1 IfrbsdZe UbdobC cArM 947pIGB DsiJoyJvNY -1-0-0 1-2-0 1-" 1-2-0 c nn 2x4 II 2x4 II Scale = 1:11.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.21 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 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight: 8 lb FT = 0% 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) 5=1-2-0, 4=1-2-0 Max Horz 5=131(LC 8) Max Uplift 5=-105(LC 8), 4=58(LC 5) Max Grav 5=231(LC 1), 4=50(LC 6) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 1-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 10.Opsf on the bottom chord in 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 105 lb uplift at joint 5 and 58 lb uplift at joint 4. "'N PVJ eR P No 22839 OF 10 Wafter P. Finn PE No.22839 MIek USA, Inc. FL Cert 6634 69D4 Parke Fast Blvd. Tampa FL 33610 Date: November 13,2020 ®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 31' building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH Qualify Cdteda, 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 Type Qty Ply Smith ResidenceT21878681 [Truss J40709 MV4 lley 2 1 Job Reference (optional) Casi Boas[ truss, ri. Pierce, FL 34946 2x3 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 1213:55:08 2020 Page 1 ID:zofKAQxZpPyBH000XmVIXEyK 2p-M5?TyTof3zzSUnBg21817Q81nmTasG?PPtcGrEyJvNX 2x3 II 2 Scale = 1:11.1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.19 Vert(CT) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 13 lb FT = 0% 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=87(LC 8) Max Uplift 1=-68(LC 8), 3=104(LC 8) Max Grav 1=195(LC 13), 3=204(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.0psf 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, with BCDL = 1 O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 1 and 104 lb uplift at joint 3. ♦♦♦♦`,'C ER 'P �� �• •GENg �ii No 22839 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 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 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 IyliTek• is always required for stability and to prevent collapse 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, DSS-99 and BCS/ Building Component 6904 Parke East Blvd. Safetyfnformat/on available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job r Truss Truss Type Qty Smith Residence T21878682 J40709 MV6 Valley 2 JPly 1 Job Reference o tional uss, R. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:55:10 2020 Page 1 I D:zofKAQxZpPyB H 0 UCXm V IXEyK_2p-I U7D N9gwbaDAj4l DAjAVDrEZsa3LKAV itB5Mw7yJvNV 6-0-0 6-0-0 Scale = 1:16.4 2x3 II 3 2x3 i 2x3 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lld PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.67 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.56 Vert(CT) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 20 lb FT = 00% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=6-0-0, 3=6-0-0 Max Horz 1=143(LC 8) Max Uplift 1=-111(LC 8), 3=170(1_13 8) Max Grav 1=319(LC 13), 3=335(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; 8=108ft; L=65ft; eave=7f; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.0psf 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 1 and 170 lb uplift at joint 3. U/1,I �Js%ER P. lc�,'%,i NO 22839 OF i ;$" O R 1 O P' G�� li�, 41, ON A1111 11* Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �® a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall, building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPif Duality Criteria, DS849 and BCS/ 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 r Truss Typeoily Ply Smith ResidenceT21878683 1yru,,S-`y J40709 MV8 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:55:11 2020 Page 1 ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-nghbaVrYMuL1 LEtPjQhk12mnuzUr3cis6rgwSZyJvNU 2x3 11 3 5 4 2x3 i 1x4 II 2x3 II Scale = 1:21.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.46 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 10.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 file nla BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 29 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-0-0, 4=8-0-0, 54-0-0 Max Horz 1=198(LC 8) Max Uplift 4=-100(LC 8), 5=297(1_C 8) Max Grav 1=127(LC 13), 4=197(LC 13), 5=585(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-428/315 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 4 and 297 lb uplift at joint 5. ,,,��llllll!/IIII�I �� �• GENb;• No 22839 OF . �/: AX Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ® 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 r� �r�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 iw fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSLITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Smith Residence T21878684 J40709 MV10 Valley 1 1 Job Reference (optional) o.4LU 5 UOt a LULU MI I eK maustrles, Inc. I nU NOV l L 1:S=Xut) LULU rage 1 ID: zofKAQxZp PyB H 0 UCXm V IXEyK_2p-yXKKKRmn m2atdJ P FNAaKWn Wj NZPcfvVzjvNcEvyJvNa 2x3 11 3 2x3 � 5 42x3 II 1x4 II Scale = 1:26.2 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.34 Vert(CT) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/rPI2014 Matrix-S Weight: 37 lb FT = 0% 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=10-0-0, 4=10-0-0, 5=10-0-0 Max Horz 1=254(LC 8) Max Uplift 1=-3(LC 8), 4=-132(LC 8), 5=365(1_C 8) Max Grav 1=185(LC 13), 4=259(LC 13), 5=721(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-522/381 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in 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 3 lb uplift at joint 1, 132 lb uplift at joint 4 and 365 lb uplift at joint 5. ER P • No 22839 = -0 ; :jr O),OTq O F �4(J ♦,��SS�oN A` h/1111111" Walter P. Rnn PE No.22839 MTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: November 13,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall HT building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Selelylnformalion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply ith Residence T21878685 J40709 V8 Valley 1 Tjob Reference o tional Vua5i Truss. Fi. Pierce, FL 34946 8,420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:55:112020 Page 1 ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-nghbavrYMuL1 LEtPjQhkl2moizT53cTs6rgwSZyJvN U 4 12 3-11-5 4-3 3 8-2.8 9-3-4 1-0-12 3-11-5 0-3-1 3-11-5 1.0-12 Scale = 1:25.1 3x4 = 3 3 II 1x4 II 63x3 II 8-2-8 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TIC 0.41 BC 0.27 WB 0.08 Matrix-R DEFL. in Vert(LL) 0.01 Vert(CT) 0.01 Horz(CT) -0.00 ([cc) Udeft Ud 5 n/r 120 5 n/r 120 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 39 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc 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 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 8=8-2-8, 6=8-2-8, 7=8-2-8 Max Horz 8=-244(LC 6) Max Uplift 8=-311(LC 8). 6=-311(LC 8), 7=-51(LC 8) Max Grav 8=351(LC 1). 6=351(LC 1), 7=435(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-317/319, 4-6=317/319 WEBS 3-7=-308/66 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Plates checked for a or 0 degree its plus minus rotation about center. 5) Gable ,%1� ER P �.� F/ �i 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. ��` �C' E N 5+ •• �i, 7) • This truss has been designed for a live load of 1on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� F•�•. 10� N,0.0psf will fit between the bottom chord and any other members, with BCDL = 10.Opsf. No 22839 •: 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 311 lb uplift at joint 8, 311 lb uplift at * : joint 6 and 51 lb uplift at joint 7. k-50 F 41ri • A; .�`�� lilE� Walter R Finn PE No.22839 MiTek USA, Inc. FL Cork 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ®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 e�+ a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall my building design. Bracing indicated is to prevent buckling cf individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Satetylntonnadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Truss Truss Type Qty Ply Smith Residence PJ407 T21878666 09 V8A Valley 1 1 Job Reference (optional) Cast Coast I rues, R. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:55:12 2020 Page 1 ID:zofKAQxZpPyBH000XmVIXEyK 2p-FtFzorrA7BTuyOSbH8CzIGJyNgeo4D?KVaT ?yJvNT -1.0.12 3-115 8-2-8 9-3-4 1-112 3-11-5 31 3-11-5 1-0-12 Scale = 1:19.9 3x4 = 6 7 8 2x3 I I 1x4 11 24 I I 8-2-8 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (too) VdeO L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.01 5 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.25 Vert(CT) 0.01 5 n/r 120 BCLL 10.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-R Weight: 34 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 8=8-2-8, 6=8-2-8, 7=8-2-8 Max Horz 8=162(LC 7) Max Uplift 8=-301(LC 8). 6=301(LC 8), 7=-70(LC 8) Max Grav 8=383(LC 13), 6=387(LC 14), 7=372(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-341/309, 4-6=341/309 WEBS 3-7=-258/86 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Plates checked for a or minus 0 degree its �I111 I I11���� plus rotation about center. 5) Gable bottom ,,♦� .� ER p requires continuous chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • ♦ " / ``W ,........ N . ,�♦ V �G E IN,9 '• 7) This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wideF��•, �.0 will fit between the bottom chord and any other members, with BCDL = 10.Opsf. No 22839 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 301 lb uplift at joint 8, 301 lb uplift at joint 6 and 70 lb uplift at joint 7. o OF 4(J Walter P. Finn PE No.22839 MiTek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ® 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 m �. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse 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/7 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 r Truss Truss Type Qty Ply Smith Residence T21878687 J40709 V8C Valley 1 1 Job Reference (optional) Cast toast i russ, Ft. Pierce, FL -34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 1213:55:13 2020 Page 1 ID:zofKAQxZpPyBH000XmVIXEyK 2pj3oM7AsouVbiaYlorlCgTs9onAwXXMBZ9J1XRyJvNS -1-0-12 4-1-4 8-2-8 9-3.4 1-0- 22 4-1-4 4-1-4 1-0.12 Scale = 1:20.8 3x4 = 8 7 6 2x3 I I 1x4 11 2x3 I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.01 5 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.24 Vert(CT) 0.01 5 n/r 120 BCLL 10.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-R Weight: 35 lb FT = 0% 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) 8=8-2-8, 6=8-2-8, 7=8-2-8 Max Horz 8=-179(LC 6) Max Uplift 8=-303(LC 8), 6=-303(LC 8), 7=-66(LC 8) Max Grav 8=373(LC 13), 6=376(LC 14). 7=391(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-333/311, 4-6=333/311 WEBS 3-7=-274/83 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 lb uplift at joint 8, 303 lb uplift at joint 6 and 66 lb uplift at joint 7. 0 E If No 22839 r � r S .......... `C? Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 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 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 Truss Type Qty Ply Smith Residence TTrus T21878688 J40709 Valley 1 1 Job Reference (optional) Easi Cuasi r russ, Ft Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:55:14 2020 Page 1 ID: zof KAQxZpPyBH OU CXmV IXEyK_2p-B FMkC VIIQfpjbCib_PZFRN hOGwB U UG_blop3a3uyJvNR 1-0-12 4-1-4 8-2.8 9-3-4 1-0 12 4-1-4 4-1-4 1-0-12 Scale = 1:19.5 3x4 = I: 2x3 = tx4 II 2x3 8-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeO Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.03 5 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.29 Vert(CT) 0.04 5 n/r 120 BCLL 10.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 31 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=8-2-8, 4=8-2-8, 6=8-2-8 Max Horz 2=102(LC 7) Max Uplift 2=259(LC 8), 4=259(LC 8), 6=-142(LC 8) Max Grav 2=345(LC 13), 4=358(LC 14), 6=465(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-321/163 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.0psf 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, with BCDL = I O.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 259 lb uplift atjoint 2, 259 lb uplift at joint 4 and 142 lb uplift at joint 6. ER P, i No 22839 ='0: :cc-13 QA F IONA1100%%. Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 �— WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Duality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Smith Residence T21878689 J40709 V8E alley 1 1 Job Reference (optional) i coasi I Fuss, R. Fierce, rL saaats 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:55:16 2020 Page 1 ID:zofKAQxZpPyBH000XmVIXEyK 2p-fSw6Qsu3Q6rSprAAyGmgwuxRkbrK?RrROTo7bKyJvNQ 4-1-4 8-2-8 4-14 4-1-4 2x3 1x4 II 3x4 = 2x3 Scale = 1:15.2 in Id LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.25 Vert(CT) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 26 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-2-8, 3=8-2-8, 4=8-2-8 Max Horz 1=-75(LC 6) Max Uplift 1=122(LC 8), 3=122(LC 8), 4=-173(LC 8) Max Grav 1=225(LC 13), 3=234(LC 14), 4=446(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=323/193 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Plates checked for a plus or minus 0 degree rotation about its center. 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 I O.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 lb uplift at joint 1, 122 lb uplift at joint 3 and 173 lb uplift at joint 4. ER ,P I It11�i cE IV % No 22839 S r <v4v; R,QV.; A ; nn� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 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 ANSUfP11 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 Oty Ply=SmithResidenceT21878690 J40709 ZCJ1 Jack -Open 12 (optional) 0.4ZU 5 UCL W ZUZU NII I eK mouslrles, Inc. I nU NOV 1Z 13:bb:1 / ZU2U rage ID:zofKAOxZpPyBH000XmVIXEyK 2p-bg2srYvJyk5A39KZ4ho87JOmPOZOTLEkUnHEgDyJvNO -2-M 0-11-4 2-0-0 0-11-4 Scale: 1.5"=1' 0-11-4 Plate Offsets (X,Y)— [2:0-1-2,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.00 5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.11 Vert(CT) 0.00 5 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017[TPI2014 Matrix -MP Weight: 6 lb FT = 0% LUMBER - TOP CHORD 20 SO No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=113(LC 8) Max Uplift 3=-54(LC 1), 2=-465(LC 8), 4=-101(LC 1) Max Grav 3=81(LC 8), 2=442(LC 1). 4=140(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 3, 465 Ib uplift at joint 2 and 101 lb uplift at joint 4. 01►111111111 NO 22839 � s?���, Waiter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: November 13,2020 ® 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 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 ANSM11 Quality Criteria, DSB•a9 and BCS/ Building Component 6904 Parke East Blvd. Saretylnformmion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Truss Truss Type Qty Ply Smith Residence PJ407 T21878691 09 ZCJ1E JACK -OPEN 4 1 Job Reference (optional) cast uuabi r russ, Ft. Fierce, rL agavo 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:55:17 2020 Page 1 ID:zofKAQxZpPyB H 0 UCXm VIXEyK_2p-bg2srYvJyk5A39KZ4ho87JOu2Oa ITLE kUn H EgDyJv NO -1-0-0 0-11-4 1-0-0 0-11 4 I 2x3 = Scale = 1:6.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.02 Vert(CT) 0.00 5 >999 180 BCLL 10.0 Rep Stress [nor YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 5 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=71(LC 8) Max Uplift 3=-5(LC 5), 2=-184(LC 8). 4=1 O(LC 1) Max Grav 3=12(LC 13), 2=200(LC 1), 4=27(LC 8) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=1321mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical truss to bearing ,,��►11111 /���� connection (by others) of plate Capable of withstanding 5 lb uplift at joint 3, 184 lb uplift at joint 2 10 lb 4. ,,�� .� ER p and uplift at joint ,� P�. • /� i, • G ....... .` � '�� . •.ti ••: No 22839 • :• IR OF �411 ��i < O• F• O R I ��,�� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: November 13,2020 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 Eva 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 oftrusses and truss systems, see ANSM11 Duality Ci terfa, 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 Truss Type Qty Ply Smith Residence TZCJ3 T21878692 J40709 Jack -Open 12 1 Job Reference (optional) •• _•- �'+�-+� t1.42u S UC1 V 2UZU MI I eK Industries, Inc. I hu Nov 12 13:55:18 2020 Page 1 ID:zofKAQxZpPyBH000XmVIXEyK 2p-31cF2uwxilDlgJvleOJNXXZxBounCoUujRloCfyJvNN r -2-0-0 2-11-4 2-M 2-11-4 Scale = 1:12.2 2-11-4 2-11-4 Plate Offsets (X,Y)— 12:0-1-2,Edoe) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.14 Vert(CT) -0.01 4-7 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Weight: 13 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=168(LC 8) Max Uplift 3=-43(LC 5), 2=-336(LC 8) Max Grav 3=89(LC 13), 2=412(LC 13), 4=44(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection truss to bearing `,� 1►111111/��� (by others) of plate capable of withstanding 43 lb uplift at joint 3 and 336 lb uplift at 2. ,���ER P. R joint / NO 22839 1Z = PWF Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. M Design valid for use only with Tek® connectors. This design is based only upon parameters shown, 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/rP/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 Smith Residence T21878693 J40709 ZCJ5 Jack -Open 8 1 Job Reference o tional oasi VVasi muss, R. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:55:20 2020 4-11-4 Scale = 1:16.3 Plate Offsets (X,Y)— [2:0-0-10,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.65 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.41 Vert(CT) -0.07 4-7 >892 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 19 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=223(LC 8) Max Uplift 3=-117(LC 8), 2=346(1_C 8), 4=-6(LC 5) Max Grav 3=189(LC 13), 2=511(LC 13), 4=94(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 3, 346 lb uplift at joint 2 and 6 lb uplift at joint 4. �/111111/1/I �"'%%! J ER P F/ N0 22839 ' O�#�50 F : �41/` 11111 Waiter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 A 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 MITek® connectors. This design is based only upon parameters shown, 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 �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 fabricagon, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/1 Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safetylnthrmation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ITZEJS2 Truss Type Qty Ply Smith Residence T21878694 J40709 JACK -OPEN 1 1 Job Reference (optional) East Coast I fuss, R. Pierce, FL 34946 tir 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:55:20 2020 Page 1 ID: zofKAQxZpP yBHOU CXm VIXEyK_2p-O P k?TayBEf rlwd38lpMrdye OccZPgizAAk Wu GYyJvN L 2-7-4 2-7-4 Scale = 1:9.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.21 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.19 Vert(CT) -0.00 5 >999 180 BCLL 10.0 Rep Stress [nor YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-1-8, 4=Mechanical Max Horz 2=116(LC 8) Max Uplift 3=-27(LC 5), 2=-233(LC 8), 4=-2(LC 5) Max Grav 3=47(LC 13), 2=347(LC 13), 4=24(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 2-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 pelf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 10.0psf 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, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3, 233 lb uplift at joint 2 and 2 lb uplift at joint 4. :• No 22839 10 nnl Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: November 13,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. M Design valid for use only with Tek® connectors. This design is based only upon parameters shown, 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 ANSVTPI1 Duality 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 r Truss Truss Type Qty Ply Smith Residence T21878695 J40709 ZEJ2A Jack -Open 1 1 Job Reference o floral rr. riv—, rL oyago t1.4ZU s Uct 9 2UZU Mi I eK Industries, Inc. Thu Nov 12 13:55:21 2020 Page 1 ID:zofKAQxZpPyBH 0 U CXmV IXEyK_2p-UcHN gwyp?ybcXmeKJXt499B bW?wMP9DKP OFSpyJvN K 2-74 2-7-4 Scale = 1:9.9 0-7 4 2-7-4 O- 7 n Plate Offsets (X,Y)— [1:0-2-6,0-0-101,[1:0-1-4,0-11-141 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.07 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.08 Vert(CT) -0.00 8 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 9 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=Mechanical, 3=Mechanical, 1=0-1-8 Max Horz 1=71(LC 8) Max Uplift 2=-51(LC 8), 3=-17(LC 8). 1=71(LC 8) Max Grav 2=72(LC 13), 3=45(LC 13), 1=207(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 2, 17 lb uplift at joint 3 and 71 lb uplift at joint 1. 0 `,��1/111111II�,,I No 22839 do F : �QA, O R , O •�"S'ON A E�%% Intl Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSI17P11 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 ruType City Ply Smith Residence [J,,SksOpen T21878696 J40709 ZEJ2B - 3 1 Job Reference (optional) Cast Coast I russ, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:55:22 2020 Page 1 I D:zofKAQxZpPyBH OU CXmV IXEyK_2p-yorluFzS m GkT9wD WtE OJiNkha PC68cTTd277LQyJvNJ -1-0-12 1-114 1.0-12 1-11-4 9 Scale = 1:17.4 3x3 I I 1-11-4 1-11.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.01 4-5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.37 Vert(CT) 0.01 4-5 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Weight: 10 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-11-4 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) 5=0-3-0, 3=Mechanical, 4=Mechanical Max Horz 5=202(LC 8) Max Uplift 5=-133(LC 4), 3=-93(LC 8), 4=-113(LC 8) Max Grav 5=252(LC 1), 3=76(LC 13), 4=32(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. 11; Exp C; 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 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in 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. er to truss to truss connections. rconnection girder(s) 7) Provide b P. E mechanical others) of truss to bearinglate capable of withstanding 133 lb uplift at joint 5, 93 lb uplift at joint 3 and 113 lb uplift at joint 4. (y ) P p 9 P j P j ���.L� .. V �� '. No 22839 ` �O OF :�44f �. P •����� " O R N_��• �i�sNN A ; � %`% nn� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: November 13,2020 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 MiTeklb connectors. This design is based only upon parameters shown, 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 ANSUfP11 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 Smith Residence T21878697 J40709 ZEJ2C Jack -Open �Qty 3 JPly 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:55:23 2020 Page 1 I D:zofKAQxZpPyB H OUCXmV IXEyK_2p-Q_P85b_4XasKn4ojQyvYEaGvSpcht3jdsikYtsyJvN I 1.0-12 1-11-4 1-0-12 1-11-4 it 2X3 II Scale: 1"=l' 1-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.09 Vert(CT) 0.00 5 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MR Weight: 9 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-11-4 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) 5=0-3-0, 3=Mechanical, 4=Mechanical Max Horz 5=145(LC 8) Max Uplift 5=-198(LC 8), 3=-52(LC 8), 4=-53(LC 8) Max Grav 5=252(LC 1), 3=59(LC 13), 4=31(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; 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 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in 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. ,'%! ER P 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 198 lb uplift at joint 5, 52 lb uplift at joint %� ``VQ ........... 3 and 53 lb uplift at joint 4. %% V .G E N 5�. i No 22839 1 OF F � O R 10 P. ���`�• Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ® 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 So®®l 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?P11 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 Smith Residence T21878698 J40709 ZEJ3 JACK -OPEN 9 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 -1-0-0 2x3 = 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:55:26 2020 Scale = 1:10.8 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.16 Vert(CT) -0.01 4-7 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MP Weight: 11 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=127(LC 8) Max Uplift 3=-85(LC 8), 2=-253(LC 8), 4=-64(LC 5) Max Grav 3=103(LC 13), 2=274(LC 1), 4=57(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 3, 253 lb uplift at joint 2 and 64 lb uplift at joint 4. �I1111111/III ER' P. G E NSA;.; No 22839 0' A F : �40 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 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 vedfy the applicability of design parameters and property incorporate this design Into the overall HV IF building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse 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 Smith Residence T21878699 J40709 ZEJ5 Jack -Open 4 1 Job Reference (optional) Cast Coast Truss, Ft. Pierce, FL 34946 2x4 = 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:55:26 2020 Page 1 ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-qZ5GkdOygVEveYW164SFsDuHVOWx4PS3YgzDUByJvNF Scale = 1:14.9 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.06 3-6 >946 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.63 Vert(CT) -0.10 3-6 >594 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 16 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=137(LC 8) Max Uplift 1=-106(LC 8), 2=142(LC 8), 3=-23(LC 8) Max Grav 1=307(LC 13), 2=209(LC 13). 3=114(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb uplift at joint 1, 142 lb uplift at joint 2 and 23 lb uplift at joint 3. ,,�{1� 111111���, P�,� ER i,V .... ......... No 22839 a A F Off. •.�41V` ���i,�F ,�. • O R % O A �N SO n 111 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 A 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 property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANS11fP11 Quality criteria, DSB-89 and BCS/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 Qly Ply Smith Residence T21678700 J40709 ZEJ7 Jack -Open 21 1 Job Reference (optional) test coast I russ, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 1213:55:27 2020 Page 1 ' ID:zofKAQxZpPyBH000XmVIXEyK 2p-JifexzlaboMlGh5Ufn_UPQRQPQrlpsiCnKimOeyJvNE -2-0-0 7-0-0 2-0-0 7-0-0 I$ Scale = 1:20.4 o r� N 7-0-0 7-0-0 Plate Offsets (X,Y)— [2:0-1-6,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.15 4-7 >544 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.62 Vert(CT) -0.30 4-7 >278 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Weight: 25 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=281(LC 8) Max Uplift 3=187(LC 8), 2=-376(LC 8), 4=-11(LC 5) Max Grav 3=284(LC 13), 2=629(LC 13). 4=144(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide bearing mechanical connection (by others) of truss to plate capable of withstanding 187 lb uplift at joint 3, 376 lb uplift at joint 2 and 11 lb uplift at joint 4. �%, No 22839 -o S I A F :�41J� E%% fONA' 1111 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: November 13,2020 ® 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 building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse 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/i 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 Smith Residence rZEJs7A T21B7B701 J40709 Jack -Open 5 1 Job Reference (optional) test toast Truss, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 1213:55:28 2020 Page 1 • ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-nyC18J2CM6UctrggDVjxezdCg9lYJyMO_SJY4yJvND L _ -2-0-0 2.8-0 740.0 2-M r 248-0 4.4-0 I 7-0-0 I$ Scale = 1:20.6 A O d A O T LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.20 3-5 >413 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.73 Vert(CT) -0.35 3-5 >240 180 BCLL 10.0 Rep Stress Incr YES WE 0.00 Horz(CT) 0.15 5 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MR Weight: 27 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puriins. BOT CHORD 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. 3-5: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, S=Mechanical Max Horz 2=281(LC 8) Max Uplift 4=-160(LC 8), 2=377(1_10 8), 5=38(LC 8) Max Grav 4=265(LC 13). 2=626(LC 13), 5=161(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-8=-266/0 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 160 lb uplift at joint 4, 377 lb uplift at joint 2 and 38 lb uplift at joint 5. ,,,,�,1►11111/1/��,, % P�� ER .. �� E IV i No 22839 oo A1-E��` h1111111 0 Wafter P. Finn PE ND.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: November 13,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1011-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?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 Tnlss Truss Type Qty Ply Smith Residence T21878702 J40709 ZEJ78 Jack -Open 5 1 Job Reference (optional) East Boast I russ, Ft. Pierce, FL U4946 • 3x3 = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.33 BCLL 10.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017lrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:55:28 2020 Page 1 ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-nyC 18J2CM6UctrggDWjxezZkg9jYJyMO_SJY4yJvND Scale = 1:18.8 7-M 7-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.97 Vert(LL) 0.21 3-6 >388 240 MT20 244/190 BC 0.74 Vert(CT) -0.36 3-6 >234 180 WB 0.00 Horz(CT) 0.01 1 n/a n/a Matrix -MP Weight: 22 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=193(LC 8) Max Uplift 1=-149(LC 8), 2=203(LC 8), 3=-29(LC 8) Max Grav 1=432(LC 13), 2=296(LC 13), 3=157(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional): cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 1, 203 lb uplift at joint 2 and 29 lb uplift at joint 3. ER'P,F E NW* No 22839 ��,,n� •� • O R 1 Q P .;�,�� 11111111111111110 Walter P. Finn PE W 22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ®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 onlywith MiTek® connectors. This design is based only upon parameters shown, 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 ANSIITP/i 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 Smith Residence T21878703 J40709 ZHJ2 Jack -Open 2 1 Job Reference (optional) East Coast 1 russ, Ft. Pierce, FL 34946 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 1213:55:29 2020 Page 1 I D:zofKAQxZpPyBHOU CXmVIXEyK_2p-FBm PMf3r7QcTV7FtnCOyU rWswEdRHm CVEeSt5 WyJvNC 1 & 1 2.8-2 1S1 2.8-2 Scale = 1:17.2 2-8-2 2-8.2 Plate Offsets (X,Y)— 12:0-0-7,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.02 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 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MR Weight: 13 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-13, 3=Mechanical, 4=Mechanical Max Horz 5=198(LC 8) Max Uplift 5=232(LC 4), 3=83(1_C 8), 4=99(LC 8) Max Grav 5=340(LC 1), 3=79(LC 13), 4=45(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-308/221 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; 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 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.0psf the bottom in 114� a of on chord all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit between bottom �� I ER P R / will the chord and any other members, with BCDL = I O.Opsf. 6) Refer to for truss to truss ♦` V E N girder(s) connections. ,♦� �G S+'• V �•'•.• 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 lb uplift at joint 5, 83 lb uplift at joint �♦ 3 and 99 lb uplift at joint 4. .• No 22839 'ice OF1,08111111111 ;�' Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: November 13,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall HV ff building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse 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, DSE-89 and SCSI Building Component 6904 Parke East Blvd. Safetyln►otmation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Smith Residence T21878704 J40709 ZHJ2A Jack -Open 2 1 Job Reference (optional) oast { udst r Fuss, rt. rlerce, rL 34`dqu 8.42U s Oct 9 202U MiTek Industries, Inc. Thu Nov 12 13:55:30 2020 Page 1 ID:zofKAQxZpPyBHOUCXmVIXEyK_2pjKKnZ?3TujkK79g3LwXB1334ee?dODSfrlxQdyyJvNB -1-6.1 2-8-2 1.6-1 2-8-2 LOADING (pSO SPACING- 2-0-0 CSI. DEFL. TCLL 30.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) TCDL 15.0 Lumber DOL 1.33 BC 0.07 Vert(CT) BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR 2-8-2 in (loc) I/deft Ud 0.01 4-5 >999 240 0.01 4-5 >999 180 -0.01 3 n/a n/a I I I LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 5=0-3-13, 3=Mechanical, 4=Mechanical Max Horz 5=141(LC 8) Max Uplift 5=-302(LC 8), 3=56(1_C 8), 4=-59(LC 5) Max Grav 5=340(LC 1), 3=70(LC 13), 4=42(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-305/248 Scale=1:11.8 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 0% Structural wood sheathing directly applied or 2-8-2 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; 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 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at joint 5, 56 lb uplift at joint 3 and 59 lb uplift at joint 4. R' P FAN ♦♦. No 22839 ••: O •• s : ��v, Walter P. Finn PE Nc.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 �— 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 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 Cdterla, 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 Smith Residence T21878705 J40709 ZHJ3 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) rest Coast I russ, t-i. vierce, t-L 645040 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 13:55:33 2020 Page 1 ID:zofKAQxZpPyBH000XmVIXEyi 2p-7vOwCO6LAe6v_cYe024uehhckr WDaB59G94EHyJvN8 -1-5-0 4-2-3 15-0 ' 423 Scale = 1:10.8 2x4 = 2x3 II 4 4-2-3 Plate Offsets (X,Y)— [3:0-3-0,0.0-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.03 5-8 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.25 Vert(CT) -0.03 5-8 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Weight: 16 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 5=Mechanical, 2=0-5-5 Max Horz 2=121(LC 8) Max Uplift 3=-106(LC 8), 5=83(LC 5), 2=-359(LC 8) Max Grav 3=139(LC 25), 5=85(LC 2), 2=373(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom BCDL = IO.Opsf. `►►►►►1111111�� chord and any other members, with 6) Refer to girder(s) for truss to truss connections. �� -(ER P, 7) Provide mechanical connection (by others) of truss to bearing capable of withstanding 106 lb uplift at joint 3, 83 lb uplift at joint ♦♦ ``P�.�, •... �1"�,� V ENS+'• - i� plate 5 359 lb 2. ,♦� �G y •' V 4$' 0 and uplift at joint �� 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. No 22839 •� 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 4 lb up at * 1-4-15, and 84 lb down and 4 lb up at 1-4-15 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) S 41Z Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 ��OT,[��'• O Uniform Loads (plf) ♦ ` R �♦ e 6-20 s ON A� �?�` Concentrated Loads (lb) Vert: 9=-4(F=-2, B=-2) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall�5 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse 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 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 Smith Residence T21878706 J40709 ZHJS Diagonal Hip Girder 2 1 Jab Reference (optional) Sabi wasi r ru55, Pi. Pierce, r-L d4b4b 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 1213:55:34 2020 Page 1 ID:zofKAQxZpPyB H 0 U CXmV IXEyK_2p-b6a I PM6zxyEm bm7galc7 BvDdOF Iwy75EOwvem kyJvN7 -2-9-15 3-9-9 7-0-2 2-9-15 3-9-9 3-2-8 3x4 11 7-0-2 Scale = 1:18.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.04 7-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.37 Vert(CT) -0.04 7-10 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.15 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 34 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=219(LC 24) Max Uplift 4=-86(LC 8), 2=-538(LC 8), 6=-69(LC 5) Max Grav 4=121(LC 17), 2=735(LC 28), 6=317(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-711/139 BOT CHORD 2-7=190/650, 6-7=190/650 WEBS 3-6=-698/204 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. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 4, 538 lb uplift at joint 2 and 69 lb uplift at joint 6. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 140 lb down and 66 lb up at 4-2-15, and 140 lb down and 66 lb up at 4-2-15 on top chord, and 84 lb down and 82 lb up at 1-4-15, 84 lb down and 82 Ib up at 1-4-15, and 46 lb down and 4 lb up at 4-2-15, and 46 lb down and 4 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). 'GOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=90, 5-8=20 Concentrated Loads (lb) Vert: 12=88(F=44, B=44) 13=8(F=4, B=4) ,IIIIIIIIJIJI IV No 22839 �-0 :ccZ 13 OF [V S,ON A; E��♦♦ 1111 Waiter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 13,2020 ® 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 verity the applicability of design parameters and property Incorporate this design into the overall' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB.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 Ply Smith ResidenceT21878707 J40709 ZHJ7 Diagonal Hip Girder [Qty 1 Job Reference (optional) cast Uuast r Fuss, ri. rierce, rL 44B4b 5.420 s Uct 9 ZOZU MITek Industries, Inc. Thu Nov 12 13:55:35 2020 Page 1 ID:zofKAQxZpPyBHOUCXmVIXEyK_2p-YUh2g28ETZUUr4H DhAebGKJzu2ymQgOXrEOIrcyJvN5 2-9 15 5-2-9 9-10-1 2-9-15 5-2-9 4-7-8 Scale = 1:23.3 3x4 II 5-2-9 9-10-1 5-2-9 4-7-8 Plate Offsets (X,Y)— [2:0-2-0,0-0-2),[4:0-3-0,0-0-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) ' -0.09 7-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.47 Vert(CT) -0.09 7-10 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.51 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 47 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-5-0 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=275(LC 8) Max Uplift 4=-148(LC 8). 2=616(LC 8), 6=-173(LC 8) Max Grav 4=199(LC 1), 2=952(LC 28). 6=536(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1316/388 BOT CHORD 2-7=-467/1219, 6-7=-467/1219 WEBS 3-7=0/265, 3-6=1247/468 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=2.Opsf; h=24ft; B=108ft; L=65ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint 4, 616 lb uplift at joint 2 and 173 lb uplift at joint 6. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 140 lb down and 66 lb up at 4-2-15, 140 lb down and 66 lb up at 4-2-15, and 198 lb down and 148 lb up at 7-0-14, and 198 lb down and 148 lb up at 7-0-14 on top chord, and 84 lb down and 82 lb up at 1-4-15, 84 lb down and 82 lb up at 1-4-15, 46 lb down and 4 lb up at 4-2-15, 46 lb down and 4 lb up at 4-2-15, and 56 lb down and 16 lb up at 7-0-14, and 56 Ib down and 16 lb up at 7-0-14 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=1.25 Uniform Loads (plf) Vert: 14=90, 5-8=20 Continued on page 2 ER P, s`. GENs No 22839 w � = 3 S ••��' O R , iis,0 N A#Ml� , Wafter P. Ann PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 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 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 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 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 November 13,2020 Job � Truss Truss Type Ply Smith Residence �ZHJ7 T21878707 J40709 Diagonal Hip Girder 10ty 4 1 Job Reference (optional) tI,42U S uct v 2uzu mi I eK industries, Inc. I MU NOV 12 13:55:35 2u2u Page 2 ID:zofKAWpPyBH OUCXm VIXEyK_2p-YUh2g28 ETZU Ur4H OhAebGKJzu2ym QgOXrEOIrcyJvN 5 LOAD CAS8(S) Standard Concentrated Loads (Ib) Vert: 12=-85(F=-43, B=-43) 13=88(F=44, 13=44) 14=8(F=4, B=4) 15=62(F=31, 8=31) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-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 ANSYTPIi Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. 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. 17-1 Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-711-- 16r, For 4 x 2 orientation, locate plates 0- �16' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown In ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS c1-2 c2a WEBS 4 O O U fie' 2 d U o a ~ c7-6 c6a cep O I — BOTTOM CHORDS JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/fPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pur ins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/fPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated. T V.