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HomeMy WebLinkAboutTruss0 F q Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® „RE:, 1545897 Site Information: Customer Info: PACE 2000 HOMES Lot/Block: Address: 5509 Hickory Drive City: Ft. Pierce / St. Lucie Project Name: CRUCE-RAGUSA Model: Subdivision: State: FI. MiTek USA, Inc. 699004�Parke East Blvd. Sallt gah Vld10-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017[TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 66 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name I Date I No. I Seal# I Truss Name I Date 1 T15225609 1 A01 G 10/2/18 118 IT15225626IA18 10/2/18 12 I T1522561 O I A02 1 10/2/18 119 1 T1 5225627 1 Al 9 1 10/2/18 1 13 1 T1 5225611 1 A03G 1 10/2/18 120 1 T15225628 1 A20 1 10/2/18 1 14 1 T15225612 1 A04 1 10/2/18 121 1 T15225629 1 A21 1 10/2/18 1 15 1 T15225613 1 A05 1 10/2/18 122 1 T15225630 1 A22 1 10/2/18 1 6 1 T15225614 1 A06 10/2/18 123 1 T1 52256311 A23 10/2/18 7 I T15225615 I A07 1 10/2/18 124 1 T15225632 1 A24G 1 10/2/18 18 1 T15225616 1 A08 1 10/2/18 125 1 T15225633 1 B01 G 1 10/2/18 19 1 T15225617 1 A09 1 10/2/18 126 1 T15225634 1 B02 1 10/2/18 110 I T15225618 J A10 1 10/2/18 127 1 T15225635 1 B03 1 10/2/18 1 Ill I T15225619 J A11 1 10/2/18 128 1 T15225636 1 B04G 1 10/2/18 1 112 I T1522562O I Al2 1 10/2/18 129 1 T1 5225637 1 C01 G 1 10/2/18 113 1 T1 5225621 1 Al 1 10/2/18 130 1 T1 5225638 1 CO2 1 10/2/18 114 I T15225622 I A14 1 10/2/18 131 1 T15225639 1 CJ1 1 10/2/18 1 15 IT15225623IA15 10/2/18 132 1 T15225640 1 CJ1S 10/2/18 16 1 T15225624 1 Al 1 10/2/18 133 1 T15225641 1 CJ3 1 10/2/18 117 1 T15225625 1 Al 1 10/2/18 134 1 T15225642 1 CJ3S 1 10/2/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. FILE Copy 'f ER 1P' 0000slp\:• G E !V No 22,839 STA OF • 1/�� 1,1 Wafter P. Flnn PE No22839 MiTek USA, inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 2,2018 Finn, Walter 1 of 2 RE: 1545897 - Site Information: Customer Info: PACE 2000 HOMES Lot/Block: Address: 5509 Hickory Drive City: Ft. Pierce / St. Lucie Project Name: CRUCE-RAGUSA Model: Sailfish Mod. Subdivision: No. I Seal# Truss Name Date 135 1 T15225643 1 CJ5 10/2/18 136 1 T15225644 1 CJSS 1 10/2/18 137 1 T15225645 1 D01 G 1 10/2/18 138 1 T15225646 1 D02 1 10/2/18 139 1 T15225647 1 D03G 1 10/2/18 140 I T15225648 J EJ3 1 10/2/18 , 141 I T15225649 J EJ7 1 10/2/18 142 I T15225650 J ERA1 1 10/2/18 143 1 T15225651 1 EJ7A2 1 10/2/18 144 I T15225652 J EJ7A3 1 10/2/18 145 I T15225653 J EJ7A4 1 10/2/18 146 I T15225654 J EJAl 1 10/2/18 147 1 T15225655 1 EJA2 1 10/2/18 148 I T15225656 J EJA3 1 10/2/18 149 1 T15225657 1 EJA4 1 10/2/18 150 1 T15225658 1 EJA5 1 10/2/18 151 1 T15225659 1 EJA6 1 10/2/18 152 1 T15225660 1 EJA7 1 10/2/18 153 I T15225661 J EJA8 1 10/2/18 154 1 T15225662 1 EJA9 1 10/2/18 155 1 T15225663 1 EJC1 1 10/2/18 156 1 T152256641 EJC2 1 10/2/18 157 1 T15225665 1 EJC3 1 10/2/18 158 1 T15225666 1 HJ7 1 10/2/18 159 1 T15225667 1 HRA 1 10/2/18 160 1 T1 5225668 1 VA 1 10/2118 161 1 T15225669 1 VA2 1 10/2/18 62 1 T15225670 1 VA3 10/2/18 63 I T15225671 I VM2 1 10/2/18 164 1 T15225672 1 VM4 1 10/2/18 165 1 T15225673 1 VM6 10/2/18 166 1 T15225674 1 VM8 1 10/2/18 State: FI. 2of2 Job Truss Truss Type Oty Ply T15225609 1545897 A01G Hip Girder 1 2 Job Reference (optional) tsuimers rirst.SOUrce, Fiant Lily, rL ddObb d.ZZU S aep Z4 ZUl t$ IVII 18K IUUUSIUeS, Inc. I UB uct z U0:30:00 ZU 10 rage I I D.?6AvRgxg9peGNqrDFwBkRJyXsSe-IUnW BGOPgZtLtW3G_vaLA?duC99HpCzH7odC6iyXXW b -1-8-0 3-7-12 7-0-0 9-5-0 0-9- 14-3-8 2030 1-7- 27-2-15 32.9.1 -1-1 38-5-0 41-9-4 45-5-0 7.1.0 1-8-0 3-7-12 3-0-4 2-5-0 -4-0 3-6-8 5-11-8 1-4-0 5-7-15 5-63 1.4.9 4.6 3-4-0 3-7-12 1.8-0 Scale = 1:88.5 NAILED NAILED NAILED NAILED NAILED NAILED Special 2x4 II NAILED NAILED NAILED 5x6 i NAILED NAILED NAILED NAILED 6.00 12 NAILED 4x12 = NAILED 46 = 3x6 = 3x6 =NAILED 5x8 = N 3 40 41 42 4 43 44 45 5466 47 7 48 49 8 50 51 52 9 53 ST1.5x8 STP = 2x4 11 12 25 24 JJ JV 2x4 �11 NAILED ST1.5x8 STP = 5x6 4x6 = _ 4x6 = 2x4 11 NAILED 5x8 II 6x8 9.00I�ED 5x12 = NAILED NAILED FASTEN TRUSS TO BEARING FOR NAILED THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. AILED 3x6 = 2x4 11 13 12 2x4 11 79 61 62 1863 64 65 17 16 66 67 68 1569 7074 71 6x12 MT20HS = 6x8 = NAILED 3x6 = 3x6 = 2x4 II 5x8 = 5x6 -� NAILED NAILED NAILED 3x6 = NAILED NAILED 4x6 = NAILED NAILED NAILED NAILED NAILED NAILED 1 3-7-12 6-10-13 7-p-09-5-0 10.9•q 14-3-B 20-3-0 21-7•Q 27-2-15 1 32-9-1 _ $4-1-tp 3&5-0 41-9-0 45-1 i 3-7-120--32-5-0 1 5-11-8 1-4.0 5-7-15 5-6-3 1-0-9 4-3-6 1 3-4-4 1 3-7-12 Plate Offsets (X,Y)-- [2:0-0-4,Edge], [2:0-0-4,0-0-6], [3:0-2-12,0-2-4], [4:0-4-8,0-1-8], [6:0-3-0,Edge], [9:0-6-0,0-2-8], [12:0-3-8,0-2-13], [112:0-3-8,0-2-1], [18:0-1-8,0-2-12], m N V mTT6 Ia l� 0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.62 20-21 >763 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.82 20-21 >577 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.90 Horz(CT) 0.14 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 538 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 31 *Except* 6-9: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 24-26,19-27: 2x4 SP No.3, 20-23: 2x4 SP No.1, 12-16: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 3-25,4-23,18-20,5-19,7-18,8-17,9-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 SLIDER Right 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 2=-928/0-7-10, 25=5539/0-7-10, 12=3472/0-7-10 Max Horz 2=96(LC 11) Max Uplift 2=-1174(LC 24), 25— 3414(LC 9), 12=-2013(LC 8) Max Grav 2=940(LC 10), 25=5539(LC 1), 12=3472(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-5 oc bracing. WEBS 1 Row at midpt 4-23 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1590/2638, 3-4=-1537/2517, 4-5_ 9178/6775, 5-7= 9102/6729, 7-8=-7634/5653, 8-9=-6971/5183, 9-10=-5345/3932, 10-12=-5119/3736 BOT CHORD 2-25= 2258/1566, 22-23=-3877/5736, 21-22= 3436/4971, 20-21= 3436/4971, 18-19= 244/359, 17-18= 4799/6971, 15-17= 3262/4803, 14-15= 3007/4320, 12-14=-3007/4320 WEBS 23-25=-5011/3589, 3-23=-2081/1544, 22-25=-868/527, 4-23= 8015/5573, 4-21=-33/434, 4-20=-3186/4539, 18-20— 5127/7430, 5-20= 845/755, 7-20=-1166/1611, 7-18= 1468/1219, 8-18=-582/849, 8-17= 1326/1114, 9-17=-1885/2671, 9-15=-154/339, 10-15=-418/607 NOTES- (13) 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vu1t=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opst; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. a P,F \C-E:N 5 ''. No 22839 � r r s •Irz op ?� TE OF �/♦ 'ftllei'P."Finn PE No.22839 fVltrekUSA, Inc. R. Gert 6634 6904"Parkd East Blvd. Tampa FL 33610 Date: October 2,2018 0 WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mll--7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not Dot 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 ��g OW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANS&WIr GualllyClM®da, DS6-89 and BCSI BuHding Component 6904 Parke East Blvd. Safety Infomlanon3vailable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225609 1545897 A01G Hip Girder 1 2 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:36:56 2018 Page 2 ID:?6AvRgxg9peGNqrDFwBkRJyXsSe-IUnW BGOPgZtLtW3G_vaLA?duC99HpCzH7odC6iyXXwb NOTES- (13) 8) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1174 lb uplift at joint 2, 3414 lb uplift at joint 25 and 2013 lb uplift at joint 12. 10) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 11) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 258 lb down and 452 lb up at 7-0-0 on top chord. The • design/selection of such connection device(s) is the responsibility of others. 13) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-9=-70, 9-13=-70, 24-30=-20, 20-22=-20, 19-34=-20 Concentrated Loads (lb) Vert: 3-21 O(F) 6=-137(F) 24=-49(F) 7-137(F) 40=-137(F) 41=-120(F) 42-120(F) 43-120(F) 44= 120(F) 45= 120(F) 46=-120(F) 47— 137(F) 48-137(F) 49-137(F) 50-137(F) 51=-137(F) 52=-137(F) 54=-16(F) 55=-68(F) 56=-68(F) 57-68(F) 58= 68(F) 59=-68(F) 60=-66(F) 61=-49(F) 62=-49(F) 63= 49(F) 64=-49(F) 65=-49(F) 66-49(F) 67=-49(F) 68=-49(F) 69=-289(F) 70— 182(F) 71=-238(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MD'EK REFERANCE PAGE M11-7473 rev. 1aM7015 BEFORE USE. Design valid for use only with MITekA connectors. This 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 MOW MITW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery. erection and bracing of trusses and truss systems, seeANSI/IPir QualifyCiMorla, DSO-89 and BCSiBuilding Component 6904 Parke East Blvd. Safety intolmallotlavaitabte from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T15225610 1545897 A02 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:36:58 2018 Page 1 ID?6AvRgxg9peGNqrDFwBkRJyXsSe-FtuHcxOfMA737gDe5JdpFaicpzgyH5rab66JBayXXWZ i-1-8-0 6-10.13 9-0.0 i 14-83 2030 $7-7•Q 28-6-0 i 33-0-0_ —r 37-1-8 40.2.8 45-5-0 47-1-0 1-6-0 6-10.135-83 5-6-13 -4-0 6-11-0 4-10.6 3-9 88 3-1-0 12-8 �1-8-0 5x6 = 3x6 = 6.00 F12 6 2x4 15 4X6 4 :IT 1.5x8 STP3 2x42 11 21 Scale = 1:91.7 5x12 = 4x6 = 2x4 11 5x6 = 7 8 9 10 5x6 = 5x6 11 12 4x6 ST1.5x8 STP = 2x4 I c 13 u 4 15 Im I? 6 24 23 2x4 11 4x6 = 8x10 19 18 17 16 4x6 I I ST1.6x8 STP = 5x6 �f.0 00 12 5x6 �� 3x8 = 4X6 —_ 5x8 = 5x8 I I 5x8 I I 3x6 I 9-5-0 i 6-10-73 i 9.0-0 10-9-0 14-8-3 20-3-0 Q1-7-q 21:1, 37.1-8 i 45-5-0 16-10-13 2-1-3 1.4.0 3-11-3 5-6-13 1.4A 6-11-0 8-7-8 &3-8 0.5-0 Plate Offsets (X,Y)-- [2:0-3-13,0-2-9], [5:0-3-0,0-2-0], [8:0-3-0,Edge], [10:0-3-0,0-2-0], [12:0-3-12,0-2-12], [14:0-4-9,Edge], [19:0-3-0,0-2-2], [22:0-4-0,0-2-4], [23:0-3-0,0-2-2), [25:0-2-0 0-1-31 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.42 16-18 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.72 16-18 >642 240 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.11 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 263lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 `Except" 12-15: 2x4 SP M 31 BOT CHORD 2x4 SP NO.2 'Except" 23-25: 2x4 SP No.3, 19-20: 2x6 SP No.2, 14-17: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 4-24,6-21: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0, Right 2x6 SP N0.2 2-0-0 REACTIONS. (lb/size) 2=225/0-7-10, 24=2312/0-7-10, 14=1825/0-7-10 Max Horz 2= 118(LC 10) Max Uplift 2=-181(LC 12), 24= 867(LC 9), 14=-673(LC 13) Max Grav 2=246(LC 23), 24=2312(LC 1), 14=1825(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-24, 5-21, 7-19 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4= 395/451, 4-5= 65/472, 5-6— 2473/2166, 6-7=-3576/2978, 7-9— 3204/2703, 9-10=-3204/2703, 10-11=-3978/3276, 11-12=-3413/2760, 12-14=-2714/2151 BOT CHORD 2-24=-329/243, 21-22= 242/504, 20-21=-1673/2473, 19-20— 2757/3899, 18-19= 2153/3048, 16-18=-1901/2725, 14-16= 1649/2296 WEBS 22-24= 2170/1603, 4-22= 444/578, 5-22=-1955/1207, 5-21 =-1 754/2414, 6-20=-991/1329, 9-18=-427/440, 10-18= 4891790, 10-16=-1040/1257, 11-16=-2023/1745, 12-16=-1187/1603, 7-19=-2439/1803, 7-20=-1276/1916, 6-21 =-I 216/1055 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 181 lb uplift at joint 2, 867 lb uplift at joint 24 and 673 lb uplift at joint 14. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. v®'C'_R P. Fgo No 22639 r TE OF P Z. ON ���B�Iil1Dl�1a, Walter P. Flnn PE,No.22839 Mfrek IJSA, Inc. R. Gert 6634 6904 ParW East Bhrd. Tampa FL 33610 Date: October 2,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M1I--7473 rev. 10/03/2015 BEFORE USE Design valid for use only wlfh MfTekO connectors. This design is based only upon parameters shown, and Is for an Individual building component not � a truss system. Before use, the buliding 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 a, WeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANS&WIr Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety IntormaRonavallabte from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225611 1545897 A03G Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:00 2018 Page 1 ID:?6AvRgxg9peGNqrDFwBkRJyXsSe-BG011 dRwtoNnM7N 1 DkfHKroYQmXxl1 It2QbPFTyXXWX •1.8-0 6-10.13 11.0-0 11- -1 15.10-3 20-&7 26-0.9 31-0-0 39-1-8 41-8-1 43-6-1 45-5-0 7-1-0 1.8-0 6-10-13 4-1.3 0- -1 4-10-2 4-10.3 5-3.13 5313 7-9-8 2-69 1-10.01-10.15 0 Scale = 1:91.6 3xB = 5x6 = �g = 3x6 = 3x6 = Sx6 = 6.00 12 5 6 7 8 9 10 4.24112 2x4 11 6x12 MT26HS = ST1.5x8 STP = q 6x12 MT20RS = Special 3 6x8 4x6 i 11 ST1.5x8 STP = GO N 13 m 2x4 11 2 2x4 11 14 W 1 15 Im III o0 26 25 3— 22 21 26 20 19 18 17 16 4 Sx6 = 4x6 = 11 4xs II ST1.5x8 STP = _ 2x4 11 4x6 = 3x6 =4x6 5x12 II 6.36112 x8 5x8 Special 11.0" 6-10-73 10-3-9 1 -0013-6-4 15.10-3 19-11.15 2 -87 26-0-3 31.4-0 39-1-8 436.7 45-5-0 6-10-13 3-4-12 8- 2-6.3 2-3-15 4-1-12 -8- 53-13 5-3-13 7-9-8 4-0-9 1.1b15 0-0-1 Plate Offsets (X,Y)-- [2:0-3-5,0-3-5], [5:0-3-0,0-2-0], [10:0-5-0,0-2-0], [12:0-10-0,0-2-12], [13:0-4-0,0-2-141, [14:0-1-12,0-5-13], [21:0-5-12,0-2-4], [24:0-7-8,0-2-4], [26:0-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.28 17-18 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.50 17-18 >929 240 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(CT) 0.11 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 `Except' 10-11: 2x4 SP M 31, 11-12: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 'Except' 14-19: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0, Right 2x6 SP No.2 2-2-2 REACTIONS. (lb/size) 2=199/0-7-10, 26=2358/0-7-10, 14=1817/0-7-10 Max Harz 2=-142(LC 10) Max Uplift 2=-213(LC 42), 26=-770(LC 9), 14=-695(LC 13) Max Grav 2=244(LC 30), 26=2358(LC 1), 14=1817(LC 1) PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 284 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-5-5 oc bracing. WEBS 1 Row at micipt 4-26, 5-24, 11-18 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-398/527, 4-5=-122/529, 5-6=-1441/1430, 6-7=-2476/2215, 7-9=-2418/2193, 9-10=-2507/2237, 10-11=-2888/2300, 11-12=-4099/3323, 12-13=-1987/1647, 13-14= 500/384 BOT CHORD 2-26=-417/316, 23-24— 447/878, 22-23=-1240/1934, 21-22� 1780/2679, 20-21=-1786/2657, 18-20= 1786/2657, 17-18=-3200/4187, 16-17=-1849/2504, 14-16= 1311/1772 WEBS 24-26= 2185/1666, 4-24=-449/621, 5-24=-2105/1334, 5-23= 959/1408, 6-22=-660/9311 7-22=-243/522, 7-21= 857/608, 9-21=-377/264, 9-18=-396/267, 10-18= 494/767, 11-18= 1765/1592, 11-17=-1225/1155, 12-17=-1689/2086, 12-16=-1014/852, 13-16=-594/779, 6-23= 1232/1007 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15111; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint 2, 770 lb uplift at joint 26 and 695 lb uplift at joint 14. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 199 lb up at 43-6-1 on top chord, and 34 lb down and 9 lb up at 43-4-15 on bottom chord. The design/selection of such connection device(s) is ,o�'u�et�ry��ss oeoo�# ,I V-R P .••"EIV •• . ne 4i 41 • •••� �s • No 22839 r . � r �. T.E OF ••R•••• �o WalterP Finn PE,No.22839 MlTek USA, Inc: R. Cert 66M 6904-Parke East Blvd. Tafnpa FL 33610 Date: October 2-2018 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing R� T YYl eV Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, seeANSI/IPII GaaldyCdfeda, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety lntolmaffanovailable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA22314. Tampa, FL 33610 Job Truss Truss Type city Ply T15225611 1545897 A03G Roof Special Girder 1 1 Job Reference (optional) Builders Firstsource, Plant City, FL 33566 8.220 s Sep 24 2g1 B MI I eK Inausrrles, Inc. I ue uct z ub:3/:uu zuTts rage z I D?6AvRgxg9peGNgrD FwBkRJyXsSe-BG011 dRwtoNnM7N 1 DkfH KroYQmXxl1 It2QbPFTyXXW X NOTES- (10) 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of - the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5=-70, 5-10= 70, 10-11=-70, 11-12=-70, 12-13=-70, 13-15=-70, 25-29=-20, 22-24=-20, 21-22=-20, 21-35= 20 Concentrated Loads (lb) Vert: 16=5(B) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. 10/ MOIS BEFORE USE. Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not � a truss system. Before use, the building designer must verity the applicability of design parameters and 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 MiTeW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the tabricallon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII QuafflyCMeda, DS849 and BCSI BulldIng Component 6904 Parke East Blvd. Safety lntom)atlonavailabte from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225612 1545897 A04 Roof Special Girder 1 1 Job Reference (optional) butiaers rlrst5ource, Hlant laty, rL 33b66 6.220 S Sep 24 2016 MI I eK Inciustrles, Inc. I ue uct 2 ub:37:UL 2u19 rage 1 I D: ?6AvRgxg9peGNgrD FwBkRJyXsSe-7e8nSJTAPPeVbRXQK9hlQGtvraF6DzhAW k4W KMyXXW V i-1-8-0 8-0.10 12-10-8 IF-13-5 23-115-6-5-3 29-5-8 35-5-9-42-12 41-05-9-4-0 p2-5.6441.4-0 1-8-0 8-0-10 4-9-14 5-6 5-6-5 1-5�6 0-1�0 2x4 11 2 5x6 11 6.00 12 5x6 = 22 33 6x8 = 5x6 = 6 7 8 9 10 34 21 2035 36 19 37 38 19 39 17 40 Scale=1:84.0 Specia14.24 12 N 6xl2 MT20HS = 6x8 = r; 12 14 m Io 15 41 42 5x8 = 4x6 — 6x8 1I Special Plate Offsets (X Y)-- [2:0-4-5 0-3-1] [6:0-3-0,0-2-01, 110:0-3-0,0-2-0], [13:0-10-0,0-2-121, [14:0-0-0,0-1-91, [14:0-2-3,0-5-15], [22:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.30 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.46 15-16 >954 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(CT) 0.07 14 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-MSH Weight:261 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 `Except` 10-12: 2x4 SP M 31, 13-14: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 `Except` 14-17: 2x4 SP No.I WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 2=387/0-7-10, 22=2107/0-10-13, 14=1607/0-10-1 Max Horz 2=167(LC 16) Max Uplift 2=-315(LC 35), 22= 667(LC 8), 14=-613(LC 13) Max Grav 2=450(LC 23), 22=2131(LC 2), 14=1607(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11-6 oc bracing. WEBS 1 Row at midpt 6-22, 7-21, 10-16, 11-15 FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4= 558/372, 4-6-309/568, 6-7-1182/1289, 7-9= 1937/1844, 9-10=-2092/1963, 10-11 =-3103/2757,11-12-5038/4195, 12-13=-4150/3369, 13-14=-2977/2410 BOT CHORD 2-22=-277/331, 21-22=-528/892, 19-21=-1128/1695, 18-19=-1411/2080, 16-18=-1385/2048, 15-16=-2202/2854, 14-15=-2099/2628 WEBS 4-22= 514/725, 6-22=-1829/1028, 6-21=-746/1214, 7-21-1129/690, 7-19= 376/658, 9-19=-467/409, 10-18=-144/309, 10-16= 1035/1080, 11-16= 722/877, 11-15— 1663/1948, 12-15=-2405/2109, 13-15=-1582/1979 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; 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) All plates are 3x6 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 315 lb uplift at joint 2, 667 lb uplift at joint 22 and 613 lb uplift at joint 14. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 120 lb down and 266 lb up at 42-5-6 on top chord, and 28 lb down at 42-3-12, and 9 lb down at 42-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. SS *� • b`G s4'• 40 r No 22839 e r � e • s S 1110 Walter P. Finn PE,No.22839 Welk USA, Inc. FL. Celt 6634 8904: Parke East Slid. Tampa IL 33610 Date: October 2,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10703/2015 BEFORE USE Design valid for use only with MITek8 connectors. This design Is based only upon parameters shown, 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. &acing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOT®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, seeANSI/lPll QuaiityCdbteda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety lntonnahbtpvallable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225612 1545897 A04 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 11) This manufactured product is designed as an individual building component. the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 17 Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-70, 6-10=-70, 10-12=-70, 12-13=-70, 13-14=-70, 24-30=-20 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:02 2018 Page 2 ID:?6AvRgxg9peGNgrDFwBkRJyXsSe-7e8nSJTAPPeVbRXQK9hlQGtvraF6DZhAW k4W KMyXXWV The suitability and use of this component for any particular building is the responsibility of Q wARNtNG - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. laWO2015 BEFORE USE Design valid for use only with MITek® connectors. This design is based oNy upon parameters shown, and Is for an Individual building component, not � a Irtrss system. Before use, the bWiding designer must ved fy 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, seeANSWIl Quality Criteria, DSB-89 and BCSI Bul(ding Component 6904 Parke East Blvd. Safety Informof10r/avaliabte from Truss Plate Institute. 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply T15225613 1545897 A05 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:04 2018 Page 1 ID:?6AvRgxg9peGNqrDFwBkRJyXsSe-31 FYt?UOxouDrigoSakDVhyEiNvzhr5Tz2ZdOEyXXWT 1-8-0 8-9-13 t3-3-11 1 -8 21-2-0 28-7-8 31-1.4 34-9.12 40-3-14 4 -0 0 1-S-0 7-5.8 7.5-8 2-5.12 3-8-8 5-6-2 8- Scale =1:78.9 6.00 FIT 5x6 = 3x6 i 6 7 3x4 = 5x6 = O STP = 19 18 d6 3a 4V 1b 3x6 = 3x6 = 3x8 = 4x6 If 3x8 I I ST1.5xS STP = 4x6 = 6x8 = 8-9-13 12-8-0 13 3-10 21-2-0 28-7-8 31-1-4 34 9-12 37-3-0 40-3-144 -0 0 8-9-13 3-10 3 0- - 0 7-10-6 7-5-8 2-5-12 3-8-8 2-5-4 3-0-14 -8- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.13 13-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.23 19-36 >453 240 BCLL 0.0 Rep Stress Incr YES WS 0.89 Horz(CT) 0.06 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 252lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 `Except` BOT CHORD 6-18,20-21,22-23: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEBS SLIDER Left 2x6 SP No.2 1-6-0, Right 2x6 SP No.2 2-0-0 JOINTS REACTIONS. All bearings 0-7-10 except Ot=length) 19=0-9-9. (lb) - Max Horz 2=200(LC 12) Max Uplift All uplift 100 lb or less at joints) except 12=-501(LC 13), 2= 444(LC 12), 19=-470(LC 19), 18=-814(LC 9) Max Grav All reactions 250 lb or less at joints) except 12=1213(LC 1), 2=768(LC 23), 19=297(LC 12), 18=2261(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-745/849, 4-6=-19/375, 6-7=0/372, 7-8=-982/1210, 8-9= 1207/1335, 9-10=-1442/1354, 10-12=-1845/1600 BOT CHORD 2-19= 592/572, 18-19=-592/572, 17-18=-1505/903, 14-16=-661/982, 13-14=-1255/1571, 12-13=-1255/1571 WEBS 4-19=-491/717, 4-18=-1130/1129, 7-17= 1403/916, 7-16=-1019/1447, 8-16=-805/736, 8-14=-176/316, 9-14=-123/261, 10-14= 447/540 Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 3-11-4 oc bracing. Except: 5-0-0 oc bracing: 12-13 5-2-0 oc bracing: 13-14 1 Row at midpt 7-17, 7-16 1 Brace at Jt(s): 13 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=l7omph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft Cat. Ii; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 501 lb uplift at joint 12, 444 lb uplift at joint 2, 470 lb uplift at joint 19 and 814 lb uplift at joint 18. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 1�e � � +► t 11111111 � �!I . • No 228'39 a � z.'U :?� '. TE Of • O R I R;. _N ego ••:..... E��eee Wafterp Finn PE No.22839 MrrekUSA, Inc. FL Cert 6634 69104 Parke East &d. Tampa FL 33610 Date: October 2,2018 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1--7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Indlvldual 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, seeANSWII QuafflyCrffedd, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety informaffoncivailabte from Truss Plate Institute, 218 N. Lee Sheet. Suite 312. Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225614 1545897 A06 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:06 2018 Page 1 I D:?6AvRgxggpeGNgrDFwBkRJyXsSe-OQNI IhW gTe8x43gBZ?mha61 evBaD9nHIQL2kT7yXXW R 15-8-8 31-5-0 42-8-0 -1.8-0 6-9-9 t 13-3-10 15-0-021.2-0 26-7-8 29-0.0 31-1-4 38-2-8 40-3-14 41-0.0 ",", 6-9-9 6-6-1 1-8-6 0-8-8 5-5-8 5-5$ 2-4-8 2-1-4 4-9-8 4-1-6 8- 1-8-0 0-3-12 Scale=1:80.0 5x6 = 6.00 12 5x6 = 24 23-- 3X4 � = 5x6 = 5x8 II 3x8 11 ST1.5x8 STP = 6x8 = 15-0-0 31-5-0 i 6-9-9 12-11•13 13�3r10 Ty8-i8 21-2-0 26-7-8 29-0-0 i 31-T-4 i _ 36-2.8 37-3-0 40-314 41-0.0 6-9-9 6-2-4 0 �9-6 2-0-B 2-1-0 4.9.8 h-0.e 3.0-14 0.8-2 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20177TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 `Except` 2-23,21-22,14-18,19-21: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0, Right 2x6 SP No.2 2-7-10 REACTIONS. (lb/size) 2=663/0-7-10, Max Harz 2=201(LC 12) Max Uplift 2=-317(LC 12) Max Grav 2=672(LC 23), CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TC 0.68 Vert(LL) -0.19 20-21 >999 360 MT20 244/190 BC 0.88 Vert(CT) -0.41 20-21 >817 240 WB 0.65 Horz(CT) 0.03 14 n/a n/a Matrix-MSH Weight: 276 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 3-7-0 oc bracing: 22-23 WEBS 1 Row at midpt 7-22, 7-21, 9-21, 9-19 JOINTS 1 Brace at Jt(s): 16 14=135410-7-10, 23=1897/0-7-10 14=-600(LC 13), 23=-605(LC 12) 14=1356(LC 24), 23=1897(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-6041762, 4-6=-117/449, 6-7=-159/643, 7-8= 1045/1264, 8-9= 1040/1257, 9-10=-2089/2012, 10-12=-2048/1756, 12-14=-1813/1597 BOT CHORD 2-24=-451/459, 23-24=-451/459, 22-23=-1532/1017, 6-22=-340/497, 21-22= 82/327, 20-21— 675/1219, 19-20— 555/1442, 17-18— 331/0, 16-17=-252/4, 14-16=-1190/1542 WEBS 4-24=0/283, 4-23=-632/648, 7-22=1201/576, 7-21=-751/1128, 8-21=-444/456, 9-21=-318/221, 9-19=-888/1070, 16-19= 1066/1653, 12-19=-60/356, 12-16=-367/302, 17-19=0/332, 10-19=-399/561 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint 2, 600 lb uplift at joint 14 and 605 lb uplift at joint 23. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ISR.®Pq�®i �t t��.�..••••..�•''V ♦♦ . No 22839 • ir Z TE OF tv• e..0 • (V A d'Sl0NA� E����• Willer 'R.Finn PE N0.22839 MITekUSA, Inc. FL•Cert6634 6904-Park6 East Blvd. Tampa FL 33610 Date: October 2,2018 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEMII-7473 rev. f0/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, 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, seeANSYMII QualByCdledo, DSO-69 and BCSI Building Component 6904 Parke East Blvd. Safety Intolmallorlovailable from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225615 1545897 A07 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:08 2018 5x6 = 6.00 12 20 19 3x8 I ST1.5x8 STP = 6x8 = 5x6 = Scale = 1:75.2 15-0.0 6-9-9 12-11-13 13 10 17-6$ 21.2.14 i 24-7-5 1 29-0-0 2$-t OrO 35-0-6 i 37-3.6 i38-9-6, 6-9-9 B-2-0 D-§h B 3-6£ 3d40 4-4-6 -10- 5-2-8 2-2-14 1-6A LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.21 13 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.38 15-17 >802 240 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.02 12 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP NO.3 `Except' 2-19,16-18,12-13,14-16: 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* 10-27,11-13: 2x4 SP No.2, 11-12: 2x6 SP No.2 WEBS OTHERS 2x4 SP No.3 JOINTS SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 2=649/0-7-10, 19=1831/0-7-10, 12=1144/0-3-8 Max Harz 2=346(LC 12) Max Uplift 2=-241(LC 35), 19= 716(LC 12), 12=-470(LC 13) Max Grav 2=666(LC 23), 19=1831(LC 1), 12=1144(LC 1) FORCES. (lb) - Max Comp./Max- Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-579/388, 4-6=-94/291, 6-7=-43/311, 7-8=-757/862, 8-9=-1535/1508, 9-10=-3341/2806, 10-11= 2869/2324, 11-12= 1097/880 BOT CHORD 2-20— 502/459, 19-20= 502/459, 18-19= 1474/1178, 6-18= 378/560, 17-18=-248/468, 15-17=-575/890, 14-15=-255/306 WEBS 4-20=0/286, 4-19=-646/693, 7-18=-1204/739, 7-17=-366/695, 8-15=-738/742, 13-15=-791/1050, 10-13=-1655/1479, 11-13=-2345/2871, 9-15=-694/842, 9-13— 1673/1962, 8-17= 422/429 PLATES GRIP MT20 244/190 Weight: 260 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 7-9-1 oc bracing. Except: 3-4-0 oc bracing: 18-19 1 Row at midpt 7-18, 8-15, 9-13, 8-17 1 Brace at Jt(s): 14 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.opsf; h=15ft; Cat. Il; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 241 lb uplift at joint 2, 716 lb uplift at joint 19 and 470 lb uplift at joint 12. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard ON Wv ' ..... � �^ I I�, .: No 2-9 39 • * .# Z /yam i •' � • �L , ot Walter'P. Finn PE No,22839 Mirek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:, October 2,2018 0 WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE M11--7473 rev. 10103/2015 BEFORE USE Design valid for use only with MITek® connectors. This design is based only upon parameters shown, 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 WeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, seeAAFSI/1Pir Cua1IlyCtlferkr, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safely lnfotmallanovaiiabte from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type City Ply T15225615 1545897 A07 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 5.22u s Sep 24 2ul a MI I eK mausines, Inc. i ue uct z ub:sruts zui a rage z I D:?6AvRgxg9peGNgrDFwBkRJyXsSe-yoV3iMXx? FOeJM_ZhQo9fX7wy?H5ddZ2ufXgX?yXXW P LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-70, 7-8= 70, 8-10= 70, 10-11=-70, 19-31=-20, 14-18=-20, 12-13=-20 Concentrated Loads (lb) Vert: 37=-45(F) ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. 10/012015 BEFORE USE Design valid for use only with MITekO connectors. This design Is based ody upon parameters shown, 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, seeANSWIi GuahlyCdledd, DSB-89 and SCSI BoOding Component 6904 Parke East Blvd. Safety fnformalbrgvallable from Truss Plate Insfitufe, 218 N. Lee Street. Suite 312, Alexandrla. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225616 1545897 A08 ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 6.00 12 5x6 = 5x6 = 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:10 2018 Page 1 NgrDFwBkRJyXsSe-uBdp72ZBXseMZgByorrdkyCJ Bo? D5Zq LLzOxcuyXXW N 27-9-11 9-0- 3310-8 38-0-6 9 5-23 1.2.5 4-0-8 4-11-14 9- Scale=1:76.2 V 36 T v 0 0 0 m Io 20 19 18 3x8 I I ST1.5x8 STP = 6x8 = 15-0-0 i 6-9-9 12-11-13 13,3,10 i 21.2-0 27-9-11 211 33-0-8 351-12 38-9.6 6-9-9 6-2-4 0� �3 6-2-0 6-7.11 1.2-5 4-0.8 2-1-4 3-7-10 1-B-6 Plate Offsets (X Y)-- [2:0-4-9 Edge] [7:0-3-0 0-2-0] [8:0-3-0,0-2-0], [11:0-3-4,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.14 16-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.26 16-17 >999 240 BCLL• 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.03 36 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight: 270 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins, BOT CHORD 2x4 SP No.3 `Except` except end verticals. 2-18,15-17,12-15: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-0 oc bracing. Except: WEBS 2x4 SP No.3 4-2-0 oc bracing: 17-18 OTHERS 2x4 SP No.3 *Except* 5-5-0 oc bracing: 13-14 11-29: 2x6 SP No.2 10-0-0 oc bracing: 12-13 SLIDER Left 2x6 SP No.2 1-6-0 WEBS 1 Row at midpt 7-17, B-16, 8-14 JOINTS 1 Brace at Jt(s): 13, 12 REACTIONS. (lb/size) 2=684/0-7-10, 18=1781/0-7-10, 36=1083/0-3-8 Max Horz 2=402(LC 12) Max Uplift 2=-222(LC 12), 18=-761(LC 12), 36— 462(LC 13) Max Grav 2=689(LC 23), 18=1781(LC 1), 36=1083(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-617/354, 6-7=-152/362, 7-8= 740/885, 8-9=-1423/1454, 9-10=-1399/1160, 10-11=-1431/1146 BOT CHORD 2-19=-559/508, 18-19= 559/508, 17-18=-1435/1209, 6-17=-496/715, 16-17=-369/630, 14-16=-480/781, 13-14=-1177/1463 ��111111/��I WEBS 4-19=01278, 4-18=-622/668, 7-17=-1125/647, 7-16=-311/644, 8-16— 407/361, - . I� 81' 6= 811888016314=-41 B/614, 10-14=-3341296, 11-13= 1199/1497, 10-13=-7551727, 1;C E•, ♦ -V l' NOTES- (9) �♦ • i 1) Unbalanced roof live loads have been considered for this design. No 22839 r 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 -0 3) Provide adequate drainage to prevent water ponding. ;•Y" J::507F .• �[! 4) All plates are 2x4 MT20 unless otherwise indicated. i�-� . .•(V 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r ,�'•° Q. • ♦♦ 6) 'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide \'C ' • .0 F{ 1 :•' \ ♦♦, will fit between the bottom chord and any other members, with BCDL = 10.Opsf. SS ' ° •' ofbearing •' • ` �, 7) Baring j6 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify sl�� BONA ' ,: 0 capacity 11 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 222 lb uplift at joint 2, 761 lb uplift at Walter P.Tinn PE No.22839 joint 18 and 462 lb uplift at joint 36. Mfrek USA, -Inc. FL Cert 6634 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any 6904 Parke East Blvd. Tampa FL 33610 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Date; October 2,2018 & WARNING - Ved1y desfgn parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 111I1-7473 rev. 101=015 BEFORE USE Design valid for use only with MITeW connectors. This design is based only upon parameters shown, and Is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and 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, seeANSI/IP/1 QualityCtBeda, DSB•89 and BCSi Bu0dIAg Component 6904 Parke East Blvd. Safely ln/orma1/onavailable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225617 1545897 A09 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 1-6-0 ' 6-9-9 3x8 11 6-6-1 1-8-6 eon Flo 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:11 2018 ID.?6AvRgxggpeGNgrDFwBkRJyXsSe-MN BBLOaplAmD Bgj8MYMsHAIQNCFjq?YVadmVBK 5x6 = 17 163x6 = 3x6 = ST1.5x8 STP = 6x8 = Scale=1:84.4 � a 34 9 0 0 0 C I9 18 16-0-0 6-9-9 12-8-0 1 3-10 21-2-0 2a-0-0 31-48 35.1-12 19-6 s-9-9 s-10.7 0 7- 0 6-z-0 7-10.0 2-0-8 4.1.4 3-7-10 1.8.6 Plate Offsets (X Y)-- [2:0-4-9 Edgel [10:0-3-8 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.34 12-14 >887 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.58 12-14 >526 240 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) -0.04 34 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 257lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 5-7: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: BOT CHORD 2x4 SP No.3 `Except` 4-5-0 oc bracing: 15-16 2-16,13-15,11-13: 2x4 SP No.2 WEBS 1 Row at micipt 8-14, 10-12 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 `Except` 10-27: 2x6 SP No.2 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 2=684/0-7-10, 16=1780/0-7-10, 34=1083/0-3-8 Max Harz 2=452(LC 12) Max Uplift 2=-198(LC 12), 16=-805(LC 12), 34-467(LC 13) Max Grav 2=691(LC 23), 16=1780(LC 1), 34=1083(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-620/269, 6-7-886/798, 7-8=-823/845, 8-9-1664/1375, 9-1 0=-1 386/1086 BOT CHORD 2-17=-572/513, 16-17= 572/513, 15-16-1433/1270, 6-15= 1365/1288, 12-14=-833/1034 WEBS 4-17=0/279, 4-16=-612/658, 6-14=-480/821, 7-14=-239/356, 8-14=-640/693, 8-12=-485/669, 10-12-1115/1433, 9-12=-1119/1052, 10-34=-1102/872 J ER P. Nores- (9) loads have been for this design. O♦00 ♦ P • ••••..•. `V s .` �.• G:E:1VS ti �'.� �i� 1) Unbalanced roof live considered ,♦ e �\ ••� 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., i GCpi=0.18; MW FRS (envelope) and C-C Extefior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber No 22839 DOL=1.60 plate grip DOL=1.60 0 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. `This live the bottom in 3-6-0 tall by 2-0-0 wide •,• &6:5. F46) truss has been designed for a load of 20.Opsf on chord all areas where a rectangle 00 (V will fit between the bottom chord and any other members, with BCDL = 10.0psf. Building designer '0.(t • Q` ; � �` �. !� + 4. Q �:••U;� 7) Bearing at joint(s) 34 considers parallel to grain value using ANSVTPI 1 angle to grain formula. should verify (R ♦♦♦ �� s '•'"'� capacity of bearing surface. bearing 198 lb 2, 805 lb uplift ��I�s`�NAk�,00�� 8) Provide mechanical connection (by others) of truss to plate capable of withstanding uplift at joint at joint 16 and 467 lb uplift at joint 34. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any Walter P. Finn PE,No.22839 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. MiTek USA, -Inc: FL Cert 6634 6904 Parke East Blvd. TarnpaFL 33610 Date: October 2,2018 0 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MIh7473 rev. 101012015 BEFORE USE Design valld for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component rrot � a fnlss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. &acing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, seeANSVi 11 GualdyCdfedd, DSB-89 and SCSI Buliding Component 6904 Parke East Blvd. Safety lnfolmotdonavallable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type city Ply T15225618 1545897 A10 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:13 2018 Page 1 ID:?6AvRgxg9peGNgrDFwBkRJyXsSe-Imlym4b3gnOxQ7sXUzOKMbgomOx_lufnlxFbDDyXXW K 6-9-9 13-3-10 i 21.2-0 29-0-0 29 Q-832-0-0 3&9 6 i 6-9-9 6-6-i 7-10.6 7-10-0 o- 8 gir 69-6 3x8 11 5x6 = 6.00 17 163x6 = "'- 3x6 = "'-- ST1.5x8 STP = 6x8 = Scale = 1:84.4 a vi 34 0 I09 18 15-0-0 6-9-8 12.11-13 1343 10 21.2-0 29-0-0 _ i 32-0.0 -0-0 351-12 38-9-6 6-9-9 6.2-4 0-t-43 6-2-0 7-10-0 1 3-1-12 3-7.10 1-8-6 Plate Offsets (X Y)-- (2:0-4-9 Edge] (10:0-3-8 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.27 12-14 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.57 12-14 >536 240 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) -0.05 34 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 260lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 8-10,1-5: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. Except: 2-16,13-15,11-13: 2x4 SP No.2 4-6-0 oc bracing: 15-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-14, 10-12 OTHERS 2x4 SP No.3 *Except* 10-27: 2x6 SP No.2 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 2=691/0-7-10, 16=1770/0-7-10, 34=1087/0-3-8 Max Harz 2=487(LC 12) Max Uplift 2=-182(LC 12), 16=-820(LC 12), 34=-469(LC 13) Max Grav 2=696(LC 23), 16=1770(LC 1), 34=1087(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-629/198,6-7=-900/754,7-8=-884f740,8-9=-1078/826,9-10=-1078/826 BOT CHORD 2-17=-599/531, 16-17= 599/531, 15-16= 1420/1292, 6-15=-1356/1310, 12-14= 1036/1253 WEBS 4-17=0/277, 4-16=-618/674, 6-14=-531/830, 7-14=-38/317, 8-14=-704/674, yell111)> 8-12=-366/436, 10-12� 961/1266, 9-12— 331/318, 10-34=-10961858�R R 0.,,5- NOTES- (9) for this design. , �� �.•° GE:NS ti ��i 1) Unbalanced roof live loads have been considered �� ; V` 4$`••. • 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber : NO 22839 DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. '. 'Q ; i 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.i * in 3-6-0 tall by 2-0-0 ;• A F • 6) This truss has been designed for a live load of 20.Opsf on the bottom chord all areas where a rectangle wide • 0.. �• will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing atjoint(s) 34 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify ��jrs°•.••� R �.• G�,�, capacity of bearing surface. truss to bearing 182 lb uplift at 2, 820 lb uplift at �j S �I `1 BONA' 8) Provide mechanical connection (by others) of plate capable of withstanding joint �A 41111 joint 16 and 469 lb uplift at joint 34. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any Walter P.•Rnn PE,No.22839 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. MiTek USA, Inc. FL Cert6634 8904-Parke East Blvd. Tampa FL 33610 Date: October 2,2018 A WARNING -Verify desfgn parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 114II.7473 rev. 10103,2015 BEFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown. 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 fabricailon, storage- delivery, erection and bracing of trusses and truss systems, seeANSI//P/l Gualdy Cr9eda, DS"9 and SCSI BuOdUty Component 6904 Parke East Blvd. Safety Intolmallorgvallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225619 1545897 All Roof Special 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.2-20 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:14 2018 Page 1 ID:?6AvRgxg9peGNqrDFwBkRJyXsSe-nysKzQcia58o2HRj1 hvZvoN?ZPJxl OIxGb_91fyXXWJ 40-9-6 39.10-14 i-1-6-0 6-2-2 12-0-13 1 16-7-6 21.2-0 i 27-1-0 i 32-0-2 i 38-9-6 39-9-q 1 1•&0 6-2-2 5-10-10 4-6-10 4-6-10 5-i t-0 4-it-0 6-9-6 11- 0-1-14 Scale =1:82.2 5x6 = 0-10.8 ann� ar sc ra as ov ro 23 225x6 = 3x8 = 3x6 = 5x8 = 2x4 VxB I I 3x8 11 2x4 11 &B = 40-9-6 i 6-2-2 i Y1-2.6 72-0-13 21-2.0 i 27-1-0 32-0-0 i 38-9-6 9 SO-3 10- 9-1-3 5-11-0 4-11-0 6-9.6 111 1- 0 146 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 TCDL 15.0 Lumber DOL 1.25 BC 0.89 BCLL 0.0 Rep Stress Incr YES WB 0.71 BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except` 6-22: 2x4 SP No.3, 19-21: 2x4 SP No.1 WEBS 2x4 SP No.3 `Except` 10-18,11-17: 2x4 SP M 31 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 2=490/0-7-10, 22=2050/0-10-1, 14=1255/0-3-8 Max Horz 2=505(LC 12) Max Uplift 2= 137(LC 12), 22— 862(LC 12), 14=-533(LC 13) Max Grav 2=538(LC 23), 22=2073(LC 2), 14=1287(LC 2) DEFL. in (loc) I/deft Ud Vert(LL)-0.3518-20 >981 360 Vert(CT)-0.6618-20 >515 240 Horz(CT) 0.41 14 n/a n/a PLATES GRIP MT20 244/190 Weight: 284 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-10-15 oc bracing. WEBS 1 Row at midpt 7-21, 9-20, 9-18, 11-18 JOINTS 1 Brace at Jt(s): 15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-364/120, 4-6=-432/486, 6-7=-192/474, 7-8=-837/814, 8-9=-854/780, 9-10=-1030/830, 10-11=-1030/830, 11-12=-350/314 BOT CHORD 2-23=-456/314, 22-23= 456/314, 21-22=-1762/1485, 6-21=-367/528, 20-21=-426/417, 18-20=-932/1109, 17-18— 206/263 WEBS 4-23=-16/267, 4-22=-610/669, 7-21_ 1518/1131, 7-20=-204/607, 8-20_ 280/374, 9-20=-688/66019-18=-177/258, 10-18=-474/478, 11-18=-862/1133, 11-15= 1107/1013, 12-15=-987/1213, 12-14=-1229/917 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint 2, 862 lb uplift at joint 22 and 533 lb uplift at joint 14. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. °JER ,P ®R �0�i 4 No 22839 � r rs r /W. E OF : O : <'J TJ vt4 s4111 pNA4 Eo�> Walt R-Flnn PE No,22839 MiTek USA. -.Inc. R. Cert 6634 8904-Parke East Blvd: Tampa FL 33610 Date: October 2,2018 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-74731ev. 10/03I2015 BEFORE USE Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and is for an individual building component not � a truss system. Before use, the building designer must verity the applicability of design parameters and 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, seeANSUTPIi Cualtly CAUIfo, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety IntonnoBorlovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VAI'll 4. Tampa, FL 33610 Job Truss Truss Type city Ply T15225620 1545897 Al2 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:15 2018 Page 1 ID.?6AvRgxg9peGNqrDFwBkRJyXsSe-F8QiAldKLOGffROvbOQoROv5npeimoW4VFkiH5yXXW I 1-8-0 5-11-11 10-0-13 15-7-1 21-2-0 29-1-0 32-0-0 40-9-6 1-8-0 5-11-11 4-1-2 5-6-5 5-6-15 7-11-0 2-11-0 8-9-6 i 2x4 0 Scale=1:80.6 5x6 = .OHS = 16aXo — m u w ca ca i< 3x8 = 3x6 = 5x6 = 3x4 11 3x8 II 6x8 = 5-11-11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL, 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017[TP12014 LUMBER - TOP CHORD 2x4 SP No.2 `Except' 8-9,9-10: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-16: 2x4 SP No.3, 13-15: 2x4 SP No.1 WEBS 2x4 SP No.3 `Except* 10-11: 2x4 SP No.2 OTHERS 2x6 SP No.2 `Except` 1-17: 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 -2-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TC 0.99 Vert(LL) -0.4614-15 >799 360 MT20 2441190 BC 0.92 Vert(CT) -0.7514-15 >489 240 MT20HS 187/143 WB 0.91 Horz(CT) 0.19 25 n/a n/a Matrix-MSH Weight: 266lb FT=20% 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 7-15, 9-14, 10-12 REACTIONS. (lb/size) 2=554/0-7-10, 16=1843/0-10-1, 25=1331/0-3-8 Max Horz 2=483(LC 12) Max Uplift 2= 138(LC 12), 16= 812(LC 12), 25— 561(LC 13) Max Grav 2=572(LC 23), 16=1873(LC 2), 25=1358(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4= 453/28, 7-8=-1179/1095, 8-9=-1221/1045, 9-1 0=-1 313/1007 BOT CHORD 2-16— 457/371, 15-16=-1584/1379, 6-15=-321/471, 14-15= 755/817, 12-14= 1353/1616 WEBS 7-15=-1422/1168, 7-14= 43/381, 8-14= 448/621, 9-14= 840/795, 9-12=-757/821, 10-12=-1100/1455, 4-16=-375/493, 10-25=-1373/1071 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=l7omph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 25 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 lb uplift at joint 2, 812 lb uplift at joint 16 and 561 lb uplift at joint 25. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. R 1 ,E.,....P. �� �" • G:E.N& %n, i No 29639 Walter P. Rnn PE No.22639 MiTWUSA, Inc. FL Celt 6634 8904"Park6 East Blvd. TampaTL 33610 Date:. October 2,2018 0 WARNING - Verfly deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. 10103,2015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, 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 NiiTek' IS always required for stability and to prevent collapse wilh possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/1p11 CualifyCdletliv, DSB-89 and BC91 Build/ng Component 6904 Parke East Blvd. Safety lnlormal/onavailable from Truss Plate Institute.218 N. Lee Sheet. Suite 312, Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T15225621 1545897 A13 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 I 1-8-0 4-9-3 8-0-13 14-7-6 21-2-0 1-8-0 4-9-3 3-3-10 6-6-10 6-6-10 2x4 0 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:17 2018 5x6 = 3x6 = 3x6 = 4x6 = 3x8 = 3x4 11 3x8 11 6x8 = 3x8 = 14-7-6 9-11-0 Scale=1:80.6 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.89 BC 0.86 WB 0.94 Matrix-MSH DEFL. in (loc) I/defl Ud Vert(LL) -0.20 12-14 >999 360 Vert(CT) -0.46 12-14 >847 240 Horz(CT) 0.10 27 n/a n/a PLATES GRIP MT20 244/190 Weight: 265 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, 8-9,9-10: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP N0.2 "Except" BOT CHORD Rigid ceiling directly applied or 3-10-8 oc bracing. 6-18: 2x4 SP No.3, 11-13: 2x4 SP No.1 WEBS 1 Row at midpt 6-16, 7-14, 9-14, 10-12 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 2=420/0-7-10, 18=1895/0-10-1, 27=1428/0-3-8 Max Horz 2=448(LC 12) Max Uplift 2=-74(LC 12), 18=-849(LC 12), 27=-589(LC 13) Max Grav 2=447(LC 23), 18=1895(LC 1), 27=1428(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-287/15, 4-6=-308/197, 6-7=-1320/1049, 7-8=-1363/1277, 8-9= 1415/1196, 9-10=-1924/1556 BOT CHORD 2-18=-271/207, 17-18= 1676/1507, 6-17=-1605/1520, 14-16=-926/1090, 12-14=-1582/1947 �„e a rl eat WEBS 9-12=-843/927, 60 62=10693/2082710-27=35/559, 1437/1842 466/661, 9-14=-958/861, P�,�,� ,,�,'1tf-R �, v' C•E.PVs+ NOTES- O 8 �� ; ° V` 4$ ° Or 0 1) Unbalanced roof live loads have been considered for this design. �� Id0 22839 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., •• GCpi=0.18; MW FRS (envelope) and C-C Extehor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber o DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' live load 20.Opsf the bottom in 3-6-0 tall by 2-0-0 wide TE �F .• (u 5) This truss has been designed for a of on chord all areas where a rectangle , � will fit between the bottom chord and any other members, with BCDL = 10.0psf. to ANSUTPI 1 to formula. Building designer should verify i0�'• ��j,n +A Q Ft 11:•' 6) Bearing at joint(s) 27 considers parallel grain value using angle grain capacity of bearing surface. Provideme connection 7) mechanical(by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 2, 849 lb uplift at joint 111.111100, id lb j0 n27. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any Walter P Finn PE,No.22839 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Welk USA, Inc. R. Cert 6634 6904-Paflce East Blvd. Tampa FL 33610 Date: October 2,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE Design valid for use only with MiTek® connectors. this design Is based only upon parameters shown, and Is for an Individual building component, not o truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent is always required for stability and to prevent collapse wilh possible personal Injury and property damage. For general guidance regarding the storage, delivery, erection and bracing of trusses and truss systems, seeANS&WII Qualify Ctifedd, DSB-49 and SCSI BuUding Component s904 Parke East Blvd.fabrication, Safety/nformaBorsavailabie from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type city Ply T15225622 1545897 A14 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:18 2018 Page 1 I D:?6AvRgxg9peGNqrDFwBkRJyXsSe-fj6rpnfCeJfEWvI UGW_V3eXctl eJzBSW BDyM uQyXXW F 1-8-0 4-4-0 8-4-8 14-6-7 21-2-0 27-2-14 33-1-0 40-9-6 1-8-0 4-4-0 4-0-8 6-1-15 6-7-9 6-0-14 5-10-1 7-8-6 2X4 5x6 = Scale = 1:81.9 ,OHS = 0 28 q v It O O 0 I0 19 is 3x4 = ea 3u 1b :it Je lb 14 ss :i4 3x4 = 4x6 = 5x12 = 3x4 11 5x8 II 6x8 = 3x4 11 3x6 = 4-4-0 8-4-8 16-2-0 23-6-14 3-1 -0 40-9-6 4-4-0 4-0-8 7-9-8 7-4-13 9-6-2 7-8-6 Plate Offsets (X,Y)-- [2:0-4-9,Edge], [5:0-3-0,Edge), [11:0-3-8 0-3-01, [17:0-2-12,0-3-41, [19:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.35 13-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.71 13-15 >685 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Horz(CT) 0.20 28 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 266 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 `Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 8-10: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1 `Except` WEBS 1 Row at midpt 7-17, 8-16, 8-15, 9-15, 11-13 6-18: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except` 11-12,11-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 `Except' 11-21: 2x6 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 2=1958/0-7-10, 28=1770/0-3-8 Max Horz 2=416(LC 12) Max Uplift 2=-767(LC 12), 28=-690(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2809/2272, 4-6=-3388/2826, 6-7=-3487/3120, 7-8=-2680/2479, 8-9=-2366/2140, 9-10= 3030/2512, 10-11=-2595/2076 BOT CHORD 2-19=-2242/2449, 18-19=-303/260, 6-17=-434/578, 16-17=-2074/2511, 15-16_ 1361/1845, 13-15— 1870/2309 WEBS 4-19-527/538, 17-19=-1967/2257, 4-17=-527/734, 7-17=-946/907, 7-16=-796/1022, ,��� ��ER 8-16 1051/1132, 8 15_ 652/888, 9 15= 6661773, 9-13— 410/596, 10-13= 1723/1579, �� �p; • °.•'Y �I 11-13= 2212/2791, 11-28= 1827/1491 4���� : • �,�G E+N StC�•.� '� NOTES- (9) • No 298 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 • -� 3) Provide adequate drainage to prevent water ponding. .10 - TE OFAt 4) All plates are MT20 plates unless otherwise indicated. �i T"a �` P;�r 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,;j 4 0 R � �,.." -� �,� 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 4�#' SS .....Will fit 7 Bearinbeat'oi jeen oinbottom t(s) considers arallel t nd any other members, with BCDL = rain value using ANSI/TPI 11an0 anglef.torain formula. Building designer should verify®!�� �ONj A{ 9 1 O P 9 9 9 9 9 9 >A capacity of bearing surface. ftlerP Finn PE,N0,22839 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 767 lb uplift at joint 2 and 690 lb uplift at MmTekUSA; Ina. FL Ceft6634, joint 28. 8904-Parke East Blvd. Tarnpa'FL 33610 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any Date: particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. October 2,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED Mn'EKREFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �A MiY ele Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSWII Qua/ByCiBerla, DSO-49 and BCSI BuQding Component 6904 Parke East Blvd. Safety Intormallotlavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type city Ply T15225623 1545897 A15 Roof Special Girder 1 1 Job Reference (optional) Builders mrSt6ource, Fiant city, FL 33566 8.220 s Sep 24 20lti MI I eK Industries, Inc. I ue Oct 2 06:3 :20 20i o rage i ID:?6AvRgxg9peGNqrDFwBkRJyXsSe-b6DbEThSAxvymCvtOxOz83dyRgMjR3kpeXRTzJyXXWD -1.8-0 5-6-10 10-4-12 15-9-6 21-2-0 28-2-6 30-5-5 35-1-1 37-11-4 40-9-6 1-8-0 5-6-10 4-10-2 5-4-10 5-4-10 7-0-6 2-2-15 4-7-11 2-10-4 2-10-2 Scale=1:85.0 ' 5x6 = 8 3x4 NAILED 9 NAILED 2x4 2x4 I I 4x6 6 6x8 = 6x12 MT20HS = 4 i<5A 10 11 12 ST1.5x8 STP = ;34 0 Y 4x6 i 14 c 13 0 ti 2x4 11 2 � 1 T2OHS II '"' 0 0 = 32 33 20 1934 18 17 16 15 23 226x8 axe = 4x6 = 3x4 = Sx8 = 2x4 &10 = 5x8 11 5x6 = 3x4 11 5-6-10 10-4-12 15-9-6 21-2-0 28-2-6 30-5-5 , 35-1-0 37-11-4_, 40-9-� 5-6-120 4-10-2 5-4-10 5-4-10 7-0-6 2-2-15 4-7-11 2-10-4 r 2-10-2 Plate Offsets (X Y)-- [2:0-4-9 Edge] [5:0-3-0 Edge] [10:0-5-4 0-3-0] [14:0-4-0 0-4-0] [17:0-3-8 0-2-8], [21:0-2-12,Edge] [23:0-3-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.49 20-21 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -1.01 20-21 >484 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(CT) 0.10 13 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-MSH Weight: 266lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except` TOP CHORD 8-10: 2x4 SP No.1, 1-5: 2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP No.2 `Except` WEBS 2-22,19-21: 2x4 SP M 31, 6-22: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 14-17: 2x4 SP No.2, 12-14: 2x4 SP No.1 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 2=1970/0-7-10, 13=2128/0-3-8 Max Horz 2=381(LC 35) Max Uplift 2=-776(LC 12), 13=-792(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2931/2372, 4-6=-3200/2691, 6-7=-3270/2966, 7-8=-2124/2008, 8-9= 2159/1986, 9-10=-2768/2284, 10-11=-4367/3217, 11-12=-4495/3320, 12-13=-2080/1511 BOT CHORD 2-23=-2241/2507, 22-23=-311/208, 6-21= 422/564, 20-21= 1854/2292, 18-20=-1903/2397, 17-18=-2160/2733 WEBS 4-23— 433/457, 21-23_ 1950/2462, 4-21 =-1 97/428, 7-21= 930/1018, 7-20= 816/968, 8-20=-1328/1474, 9-20=-826/858, 9-18= 86/392, 10-18=-416/286, 10-17=-2010/1701, 14-17=-2631/3323, 10-14=-1197/1822, 12-14=-3465/4672 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 4-0-7 oc bracing. 1 Row at midpt 7-21, 7-20, 8-20, 9-20 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 776 lb uplift at joint 2 and 792 lb uplift at joint 13. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard If-R 1P,1����i No 22839 r �-10• o A . F xAt �°° Walter F!TIrth PE No.22839 MlrekUSA, Inc. FL Gert 6634 8904 Parke East Blvd. Tampa FL 33610 Dater October 2,2018 O WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGEMY-7473 rev. 10/03/2015 BEFORE USE Design valid for use oNy with MITek@) connectors. This design Is based only upon parameters shown, and is for an Individual building component not a truss system. Before use. the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTele Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSWI1 Quality Ci left DSB-89 and BCSI Buffdv Component 6904 Parke East Blvd. Safety intonnotlon3vailable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandila. VA22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225623 1545897 A15 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource, . Plant City, FL 33566 8.220 s Sep 24 2018 MI I eK Industries, Inc. I ue Uct 2 U6:3/:LU zui a rage z ID:?6AvRgxg9peGNqrDFwBkRJyXsSe-b6DbEThSAxvymGvtOxOz83dyRgM)R3kpeXRTzJyXXWD LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-70, 8-10=-70, 10-12=-70, 22-25=-20, 15-21=-20, 13-14=-20 Concentrated Loads (lb) Vert: 11=-107(B)31= 179(B) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 10103,2015 BEFORE USE Design valid for use only with MfTek® connectors. This design is based only upon parameters shown, and is for an individual buflding component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iviiTek' prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANS&VIi QualityCrBeda, DSB-89 and BCSI BulIdIng Component Tampa, FL 33610 Safety lntorinallonovallabie from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA22314. Job Truss Truss Type Qty Ply T15225624 1545897 A16 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:22 2018 Page 1 ID:?6AvRgxg9peGNgrDFwBkRJyXsSe-YVLLe9ijiY9f?W2GVM2REUiKxeOWv_n66rwal ByXXW B 42-8.0 •1-8-0 5-6-9 t04*12 14-s3 2a4-0 22-0-0 2Sa4 27-11-9 32-6-8 40-3-14 4 -0 0 1-8-0 5-6-9 4.10-3 4-4-7 5E-13 1-6-0 3-Od 2-11.5 4-7-0 7-9.6 8- 1-8-0 Sx6 = 5x6 = 6.00 FIT 8 9 Scale=1:78.9 I� 1 f26 0 o 21 20bX6 = 44 4b 16 4b 114f 46 46 26 5x8 I I 5x6 = 3x4 11 3x4 = 4x6 = 6x8 = 5x8 11 3x8 = 27.11-9 41.0-0 5-69 tOd-12 17-6-2 2a4-0 22-0-0 250.4 26.6-8 32-6-11 38-6-8 40-3.14 56-9 4-ta3 7-1-6 2-9-14 1.8-0 3-a4 1-6-4 1-5-0 4-7-0 6-a0 1-9-6 Plate Offsets (X,Y)-- [2:0-4-9,Edge], [5:0-3-0,Edge], [8:0-3-0,0-2-0], [9:0-3-0,0-2-0], [11:0-3-0,0-3-0], [13:0-4-9,Edge], [15:0-2-8,Edge), [19:0-2-12,0-3-4], [21:0-3-0,0-1-12], [23:0-1-11,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.43 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.90 15-16 >547 240 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.18 13 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight: 299 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins. 1-5,11-14: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: BOT CHORD 2x4 SP No.3 `Except` 4-7-0 oc bracing: 13-15 2-20,15-17: 2x4 SP M 31, 17-19: 2x4 SP No.2, 13-15: 2x4 SP No.1 6-3-0 oc bracing: 15-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-19, 8-16, 9-16, 10-16, 8-18 OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 15 SLIDER Left 2x6 SP No.2 2-6-0, Right 2x6 SP No.2 2-6-0 REACTIONS. (lb/size) 2=1957/0-7-10, 13=1957/0-7-10 Max Horz 2=249(LC 12) Max Uplift 2=-772(LC 12), 13=-758(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2910/2408, 4-6= 3157/2657, 6-7=-3195/2884, 7-8=-2424/2300, 8-9=-1883/1931, 9-10=-2185/2026, 10-11=-2877/2666, 11-13=-2959/2429 BOT CHORD 2-21=-1905/2533, 6-19— 363/478, 18-19= 1612/2413, 16-18=-1035/1890, 15-16=1559/2275, 13-15=-1856/2525 ��y1f i 1111f / ff WEBS 9-16= 608/734, 10-16=-667/819610 159-525/543,11-15—296/504, 8-18=-8 0/886 `e��` ��ER NOTES- (8)NS+4S' ;y �1#00 1) Unbalanced roof live loads have been considered for this design. �� .0 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft Cat. II; Exp C; Encl., NO 22839 e GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. y .� 4) All plates are 2x4 MT20 unless otherwise indicated. OAV�?F .� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ���i(�'•, P ; ��,�, will fit between the bottom chord and any other members, with BCDL = 10.Opsf. in s' .• OR 1 . ° �N ,v 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 772 lb uplift at joint 2 and 758 lb uplift atjoint 13. r�i SS ' ° • •"�, 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any ,t�� 41;1j A / particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Walter P. Finn PE,No22839 MiTek 6SA; Inc. R. Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 2,2018 ® WARNING - Verify desrgn parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M➢-7473 rev. 10/012015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, 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 fabrk:atlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPII Qualify Cri eda, DSB-89 and BCSI Building Component Safety lnfonnaflonavaliable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type city Ply T15225625 1545897 A17 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:23 2018 Page 1 ID:?6AvRgxg9peGNgrDFwBkRJyXsSe-OhvksVjLTsHW dgdS33ZgmiFTW2MaePhGLVg7ZeyXXWA 42.8-0 -1-8-0 56-9 10.4-12 18-4-0 24-0-0 25-0-4 32.2.2 40-3.14 47.0�0 i 1-6-0 5-6-9 4.10-3 7- M 5-8-0 7-1-14 6-1-12 B- i-B-0 scale = 1:84.4 2x4 0 5x6 = 6.00 12 5X8 = 20 196x8 = 11 42 10 7 2X4 11 22 2X4 11 3x4 = 4x6 = 3x8 = 2X4 11 2x4 11 5x8 I1 5x8 II 6x8 = 3x4 II 5x6 = Sx8 = 2X4 11 13 IT 6 o I� a 26-2-2 41-0-0 i 56-9 10-4-12 16-0.0 18-4-0 24-40 25-0-4 i .1-2 38.2.2 40-3-14 56-9 4-143 S7-0 2-4-0 5-&0 -0- 6-0-0 6-0-0 2-1-12tl-&2 1-1-14 Plate Offsets (X Y)-- [2:0-4-9 Edge] [5:0-3-0 Edge] 17:0-3-8 0-2-4] [8:0-5-0 0-2-0] [10:0-3-0 Edge],[ 12:0-4-9Edge],[ 18: 0-5-8,0-3-41, [20:0-3-810-3-01, [22:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.27 15-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.53 15-17 >935 240 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.20 12 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:271 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 `Except` TOP CHORD 7-8: 2x4 SP No.2, 1-5: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.3 `Except' 2-19,14-16: 2x4 SP No.1, 16-18: 2x4 SP No.2, 12-14: 2x4 SP M 31 WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 JOINTS SLIDER Left 2x6 SP No.2 2-6-0, Right 2x6 SP N0.2 2-0-0 REACTIONS. (lb/size) 2=1957/0-7-10, 12=1957/0-7-10 Max Harz 2=228(LC 12) Max Uplift 2=-755(LC 12), 12=-740(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4= 2903/2373, 4-6=-3164/2655, 6-7=-2621/2283, 7-8=-2018/2001, 8-9= 2381/2061, 9-12=-2989/2434 BOT CHORD 2-20=-1867/2476, 19-20=-285/334, 6-18=-143/325, 17-18=-2097/2855, 15-17=-1218/2032, 14-15=-1884/2569, 12-14=-1876/2554 WEBS 4-20= 359/370, 18-20=-1598/2167, 4-18= 213/391, 6-17=-839/958, 8-15=-410/578, 9-15=-685/814, 9-14=0/250, 7-17=-604/778 Structural wood sheathing directly applied. Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 4-7-0 oc bracing: 14-15 5-6-0 oc bracing: 12-14 1 Row at midpt 7-15, 9-15 1 Brace at Jt(s): 14 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterjor(2) zone;C-C for members and forces 8r MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 755 lb uplift at joint 2 and 740 lb uplift at joint 12. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ER IP®p �.` .• \C.E IV'S ., boo No 22839 r OF 4J 1.�0•. �4%, poi F � • �,A R � �GP, ���� ,�� f 11111111 Waiter*R Finn PE No.22839 WrwuSA, Inc. R: cert 6634 '6904 Parke East Blvd. Tarnpa FL 33610 Date: October 2,2018 A WARNING - Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual [wilding component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication• storage, delivery, erection and bracing of trusses and truss systems, sooANSI/1Pii Quality CrBeft, DSB-89 and BCS1 BuQding Component 6904 Parke East Blvd. Safetyirrlormationovailabte from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type city Ply T15225626 1546897 A18 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:25 2018 Page 1 ID:?6AvRgxg9peGNgrDFwBkRJyXsSe-y31 UHAkb?TXEszngBUc8r7KpYrl 16KtYop9EeWyXXW 8 -3-1 6.4.4 11.4-12 19-4-0 21-4-0 26-0-4 7-0 34-2-1 37-7-12 42-0.0 7-11-4 2-0-0 4-8-4 0-11- 2 7-2-1 33-11 4-4.4 ST 5x6 = 5x6 = 6.00 12 6 7 5x6 = oxu — 3xa I I 5x8 = 6x8 = 3x4 I I 6x8 = 12 11 2x4 I 3x4 = M= 5x8 = 2x4 11 3x6 I I 3x6 11 1-3-13 d-0-06-4.4 11-4-12 19-4-0 i 26-0-4 a7-0-p 34-2-1 — r 37-7-12 42-0-0 -0. 5-0-8 5-0-8 7-11-4 6-Bd 01 11- 2 7-2-1 3-5-11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 TCDL 15.0 Lumber DOL 1.25 BC 0.99 BCLL 0.0 Rep Stress Incr YES WB 0.85 BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP M 31 'Except' 6-7,7-8: 2x4 SP No.2, 8-9,9-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 `Except` 1-22: 2x4 SP M 31, 5-22,17-19,12-14: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except' 10-11: 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-6-0 REACTIONS. (lb/size) 1=1923/0-7-10, 11=1823/Mechanical Max Horz 1=235(LC 12) Max Uplift 1=-731(LC 12), 11=-733(LC 13) 1:0-5- DEFL. in (loc) I/deft Lid Vert(LL) 0.2819-20 >999 360 Vert(CT) -0.49 20-21 >999 240 Horz(CT) 0.19 11 n/a n/a Scale = 1:83.8 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 281 lb FT = 20 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 5-20, 6-20, 7-20, 7-18, 15-18, 9-18, 10-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3= 2940/2414, 3-5=-3221/2716, 5-6— 2469/2154, 6-7=-2319/2222, 7-8=-2193/2109, 8-9= 2546/2196, 9-10= 2750/2210, 11-13= 1768/1487, 10-13=-1732/1481 BOT CHORD 1-23=-2019/2512, 22-23=-310/300, 5-21=-155/395, 20-21=-2224/2901, 19-20=-1577/2337, 18-19= 1370/2168, 17-19=-259/0, 15-16_ 263/330, 14-15=-302/306, 13-14= 351/339 WEBS 3-23=-374/382, 21-23=-1725/2233, 3-21=-184/394, 5-20=-953/1043, 6-20=-1481/1678, 7-20=-104211006, 7-18=-326/224, 15-18=-1559/2046, 16-18=0/461, 8-18=-511/660, 9-18=-304/452, 9-15= 363/443, 10-15=-1523/2078 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where:a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 731 lb uplift at joint 1 and 733 lb uplift at joint 11. 9) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced bytthe building code. % i No 228'39 TE OF 4 - do a�itn� Wafter p Finn PE No,22839 Mfrek,USA, Inc. FL Cert 6634 6904:Parkii East Blvd. Tampa FL 33610 Date: October 2,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7,473 rev. 1010312016 BEFORE USE Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for;an individual buiding 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.1 Additional temporary and permanent bracing i�iiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery. erection and bracing of trusses and truss systems, seeANSbW11 Cua1By CrfferWDSB-89 and SCSI BuOd/ng Component 6904 Parke East Blvd. Safety/nformoHon3vailable from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. 1 Tampa, FL 33610 Job Truss Truss Type city Ply T15225627 FJobReference 1545897 A19 Roof Special 1 1 (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:27 2018 Page 1 I D:?6AvRgxg9peGNqrDFwBkRJyXsSe-uSBEismrX4ny5HxDlvecwYP8VfksaDvrF7eLi PyXXW 6 5-4-2 10-4-12 17-0-0 19-8-0 22-4-0 25-0-4 28-0-0 34-2-3 36-7-12 41-0-0 9.4-2 5-0-10 6-7-4 2-8-0 2-8-0 2-8-4 2-11-12 6.2-3 2-5-9 4-4-4 Scale=1:77.3 5x6 = 5x6 = 6.00 12 6 7 5x6 = Sx6 = T .0 o N O 9 TII V 6x8 II 5x6 = 3x4 11 V 6x8 — 5x8 =' 13 12 2x4 11 2x4 11 2x4 = 3x6 II 1-4 0-4-12 17-0-0 19-8-0 22-4-0 25-0-4 28-0-0 34-2-3 36-7-12 41-0-0 1 5-4-2 5-0-10 6-7-4 2-8-0 2-8-0 2-8 4 2-11-12 6-2-3 2-5-9 4-4-4 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [6:0-3-8,0-2-4], [7:0-3-0,0-2-0], [9:0-4-0,0-2-8], [11:Edge,0-1-12], [16:0-4-0,0-1-8], [19:0-2-8,Edge], [20:0-6-0,0-3-0], [21:0-2-12,Edge], [23:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.31 20-21 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.68 20-21 >726 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(CT) 0.20 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:281 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-6,1-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-6-13 oc bracing. BOT CHORD 2x4 SP No.1 'Except' WEBS 1 Row at midpt 6-21, 8-20, 16-19, 8-19, 11-16, 7-20 1-22: 2x4 SP M 31, 5-22,13-15: 2x4 SP No.3 14-18,12-13: 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=1858/Mechanical; 12=1873/Mechanical Max Horz 1=203(LC 9) Max Uplift 1=-675(LC 12), 12=-71B(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3196/2550, 3-5=-3368/2761, 5-6=-3483/3124, 6-7=-2355/2164, 7-8=-2636/2334, 8-9=-2456/2188, 9-10= 2807/2291, 10-11= 2796/2176, 12-14= 1822/1480, 11-14= 1793/1472 BOT CHORD 1-23=-2177/2764, 22-23=-314/306, 5-21=-509/706, 20-21=-1459/2262, 19-20=-1881/2757, 14-15— 284/259 WEBS 3-23=-387/3888-20=-11157/111112, 8 i , �f• -isR P 18 19 -l739/2295, 8119—550/428, 1719 0/270, 9-17/1177, -592/844,A� 10-19= 134/251, 10-16= 497/508, 11-16=-1584/2211, 7-20=-906/1042 '•••�5�,��V,},-��I�s • G.E v NOTES- (8) ��� o� No 22839 1) Unbalanced roof live loads have been considered for this design. o 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., s GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber .� DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. � ;:QA :• + i. has been designed bottom live load live loads. !�0,(�••, 4) This truss for a 10.0 psf chord nonconcurrent with any other Q;; 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in ail 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. !� OR IV \ •.....•: C2'. ��� ss •� � �� truss to truss to chanicalrc cothers) ',+ �O8�1111111110, 7) Provide meer connection (b of truss to bearing late capable of withstanding 675 lb uplift at joint 1 and 718 lb uplift at (y ) 9P P 9 P 1 P joint 12. Walter'P. Finn PE No.22839 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any MfrekUSA,'Inc. FL Ce[t6634 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 6904-Parke East Blvd.Tampa FL 33610 Date: October 2,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1.7473 rev 10103/2015 BEFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, 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, seeANSI/1P1i QualityCrBeda, DSB-89 and BCSI BuIlding Component 6904 Parke East Blvd. Safety lntollnaHonavallable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type aty Ply T15225628 1545897 A20 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8,220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:28 2018 Page 1 I D:?6AvRgxg9peGNqrD FwBkRJyXsSe-MeidvCnU HOvpj RW Psd9rTlyLy34RJgE? UmNuFryXXW 5 7-9-15 15-0-0 21-8-0 24-4-0 30-0-0 35-4-4 3,6-7-12 41-0.0 7-9-15 7-2-1 6 8-0 2-8-0 5-8-0 5-4-4 1-3-8 4-4-4 5x6 = 6.00 12 5x6 = 5x6 = Scale = 1:73.4 2x4 II 3x6 = 3x8 = 4xb 3x8 = 3x4 = 11 10 21-8-0 m of o N Iq 2x4 11 4x6 11 5x8 = 41-0-0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20171TPI2014 CSI. TC 0.89 BC 0.94 WB 0.94 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl Ud -0.25 13-14 >999 360 -0.55 13-14 >889 240 0.22 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 251 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, 3-4: 2x4 SP M 31, 4-5,1-3: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 `Except` BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 11-13: 2x4 SP No.3, 12-15: 2x4 SP No.1 WEBS 1 Row at midpt 3-18, 6-14, 8-12 WEBS 2x4 SP No.3 `Except' 9-10: 2x4 SP No.2 SLIDER Left 2x4 SP No.3 4-4-0 REACTIONS. (lb/size) 1=1838/Mechanical, 10=1838/Mechanical Max Harz 1=202(LC 12) Max Uplift 1=-660(LC 12), 10=-712(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3= 3242/2566, 3-4=-2626/2228, 4-5=-2389/2222, 5-6_ 2682/2397, 6-7= 2285/2065, 7-8=-2628/2183, 8-9=-501/251, 10-12=-1778/1484, 9-12=-333/299 BOTCHORD 1-19=-2148/2760, 18-19=-2149/2757, 16-18=-1520/2239, 14-16=-1983/2750, 13-14= 1790/2260, 12-13=-1796/2306 WEBS 3-19=0/292, 3-18=-628/735, 4-18-349/515, 4-16=-188/389, 5-16=-709/868, 6-16= 958/949, 6-14=-726/620, 7-14=-552/764, 8-14=-83/263, 8-12_ 2391/2064 ��'R P NOTES- (8) 1) Unbalanced live loads have been considered for this design. `r%1� ��� p•'' C.E. N S • �jy jai •�,� $I�•.•. roof ,�� ; is 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl.,% • No 29639 GCpi=0.18; MW FRS (envelope) and C-C, Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -fl 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf.6) p or, Refer to girder(s) for truss to truss connections. 660 Ib 1 712 Ib �.n • �•`G�,�� 7) Provide mechanical connection (by others) of truss to bearing plate,capable of withstanding uplift at joint and uplift at. joint 10. R 8) This dproduct is and use of this for any as anity ildlinidual building component. Thg ol�� 'DNA' ed by the building code.onent designer per ANSI TPI 1 asereferencsuitabillty iis the responsibilned particular building of the b Willer Finn PE,No22839 Mmek m, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL W610 Date: October 2,2018 0 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 101012015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a teas system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPII CualByCrBedd, DSO-89 and SCSI BuOdf g Component 6904 Parke East Blvd.fabricatlon, Tampa, FL 33610 Sofety/nfonnoNonovailable from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA22314. Job Truss Truss Type Qty Ply T16225629 1545897 A21 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 6.7-12 13-0-0 18-4-0 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:29 2018 I D:?6AvRgxg9peGNqrDFwBkRJyXsSe-qrG?6Yo6211 gLb5cQKg40zUX9SQS29i8jQ7Snl 6-0 26-4-0 32-0-0 36-4' 36-7r12 41-0-0 1-0 2-8-0 5-8-0 4-4-4 0- -8 44 5x6 = 3x4 = 5x6 = 4 5 6 5x6 = — Scale = 1:72.6 6X8 II 2x4 I I 3x8 = 4x6 = 3X8 = 4X6 = 3X8 = i2 11 2x4 II 3x6 II 5x6 = 13-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 TCDL 15.0 Lumber DOL 1.25 BC 0.95 BCLL 0.0 Rep Stress Incr YES WB 0.80 BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 `Except` 1-4: 2x4 SP M 31 BOT CHORD 2x4 SP N0.2 `Except` 1-18: 2x4 SP M 31, 12-14: 2x4 SP No.3, 16-18: 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 DEFL- in (loc) I/defl Ud PLATES GRIP Vert(LL)-0.3717-19 >999 360 MT20 244/190 Vert(CT)-0.7617-19 >647 240 Horz(CT) 0.20 11 n/a n/a Weight: 244 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-19, 5-17, 7-15, 9-13 REACTIONS, (lb/size) 1=1838/Mechanical, 11=1838/Mechanical Max Horz 1=160(LC12) Max Uplift 1=-637(LC 12), 11=-693(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-3_ 3196/2548, 3-4=-2779/2282, 4-5— 2410/2172, 5-6=-2680/2369, 6-7=-3013/2568, 7-8— 2343/2054, 8-9=-2669/2185, 9-10� 301/217, 11-13=-1784/1469, 10-13=-256/256 BOT CHORD 1-20=-2164/2763, 19-20=-2164/2763, 17-19=-1918/2697, 15-17=-2265/3090, 14-15=-1704/2165,13-14=-1714/2173 WEBS 3-19= 460/593, 4-19=-597/831, 5-19=-594/428, 6-17= 867/1088, 7-17=-962/946, 7-15=-1076/859, 8-15=-594/815, 9-15=-105/262, 9-13— 2463/2018 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 637 lb uplift at joint 1 and 693 lb uplift at joint 11. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. No 22939 ir 0T.E OF P 0 �saeifruis��� . Walter P.firm PE,No.22839 Wei USA, Inc. FL Cert 6634 6904 Parke East Btvd, Tampa FL 33610' Date: October 2,2018 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev- 10103,2016 BEFORE USE Design valid for use only with MITek8 connectors. This design Is based only upon parameters shown, and is for an Individual building component not � a truss system. Before use. the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M�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, seeAAISMPII GualByCflfedo, DSB-89 and BCSI Budding Component 6904 Parke East Blvd. Safety/nformoflonavattabte from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T15225630 1545897 A22 Root Special 1 1 Job Reference (optional) BuiiderS mrstbource, mane City, FL 33566 miezu S Sep z4 zul6 Mi I eK industries, inc. I ue Oct z 06:3/:30 20i 6 rage 1 5-4-4 17-3-1 7-4-15 ' 2-8-0 ' 5-8-0 ' 2-7-12 ' 4-0-12 Scale = 1:72.3 5x6 = 2x4 II 5x6 = t;nn 4 5 6 5x6 3x4 = 4x6 = 3x8 = 3x4 = 4x6 6x8 = 11 10 2x4 I I 3x6 I I 2x4 = 5-7-12 3-5-12 9-1-9 17-4-15 8-4-0 Plate Offsets (X,Y)-- [4:0-3-8,0-2-41, [6:0-4-0,0-2-81, [8:0-3-8,0-2-41, [9:0-3-8,Edgel, [14:0-1-12,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.32 16-17 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.64 17-19 >761 240 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.21 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD 4-6,8-9: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 `Except` WEBS 11-13: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except` 9-10: 2x4 SP No.2 SLIDER Left 2x4 SP No.3 3-1-7 REACTIONS. (lb/size) 1=1838/Mechanical, 10=1838/Mechanical Max Horz 1=161(LC 12) Max Uplift 1=-631(LC 9), 10= 671(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3— 3273/2581, 3-4=-2993/2445, 4-5= 3223/2741, 5-6= 3223/2741, 6-7=-3410/2815, 7-8=-2376/2029, 8-9=-2741/2100, 10-12=-1787/1451, 9-12=-1762/1444 BOT CHORD 1-19= 2192/2770, 17-19= 180412519, 16-17=-2146/3002, 14-16=-2598/3483, 13-14— 301/269, 12-13= 347/295 WEBS 3-19=-233/424, 4-17=-665/1010, 5-17=-586/607, 6-17=-222/464, 6-16=-744/983, 7-16— 946/900, 7-14=-1438/1134, 8-14= 428/728, 9-14=-1429/2111, 4-19=-231/422 PLATES GRIP MT20 244/190 Weight: 235 lb FT = 20 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 4-17, 7-14, 9-14 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 631 lb uplift at joint 1 and 671 lb uplift at joint 10. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 001R ,P �,i E:1V w,,, : • �` �• �% No 22839 � r i��•�i—:gip R I v,:•j���� s 0NA®� #?���, Walter P. Finn PE,No.22839 MTeWUSA, Inc. FL Cert 6634 6904 Panto East Blvd. Tampa FL 33610 Date: October 2,2018 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M1rEKREFERANCE PAGE Mil-7473 rev. t0l03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSYNII GualByCdtedd, DSB.89 and BCSi Building Component 6904 Parke East Blvd. Safety intomrafidnavallable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T15225631 1545897 A23 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 6.00 12 5x6 = 15-8-0 21.0-0 3x4 = 5x6 = Scale = 1:72.3 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:32 2018 6-8-0 ' 2-8-0 ' 5-4-0 15-4-0 5x6 = 7 5x6 = 3x8 __ dxo M, writ. — oxo wrs — 3x8 — oxo = 3x6 = 12 11 2x4 I I 3x6 I I 4x6 = 9-0-0 18-4-0 27-8-0 30.40 , 34-0-8 36-7-12 41-0-0 9-0-0 9-4-0 9-4.0 TWO 3-8-8 2-7-4 4-4-4 LOADING (psi) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CS1. TC 0.98 BC 0.85 WB 0.83 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 *Except* 6-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 `Except` 12-14: 2x4 SP No.3, 11-12: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-7-13 REACTIONS. (lb/size) 1=1838/Mechanical, 11=1838/Mechanical Max Harz 1=227(LC 12) Max Uplift 1=-681(LC 9), 11= 767(LC 9) DEFL. in (loc) Vdefl Ud Vert(LL) 0.4016-18 >999 360 Vert(CT)-0.6916-18 >711 240 Horz(CT) 0.26 11 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 232 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-6-10 oc bracing. WEBS 1 Row at midpt 10-11, 5-20, 6-16, 9-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3= 3243/2517, 3-4=-3029/2385, 4-5— 2704/2250, 5-6= 3801/3035, 6-7=-3403/2722, 7-8=-3786/2936, 8-9=-2879/2201, 11-13=-1792/1424 BOT CHORD 1-20= 2353/2737, 18-20=-2863/3648, 16-18=-3001/3850, 15-16=-3120/4015, 14-15=-1879/2406, 13-14=-1886/2380 WEBS 3-20=-146/281, 4-20_ 638/925, 5-20=-1254/916, 5-18— 112/378, 6-16= 705/497, 7-16= 945/1331, 8-16_ 1055/880, 9-15— 873/1279, 9-13=-2873/2242, 8-15= 1557/1260 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces 3 MW FRS for reactions shown; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 681 lb uplift at joint 1 and 767 lb uplift at joint 11. 9) This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 0\0E'IV •. N,y40 �si No 22839 •. $ o �/� do ��•, is . ••R •• ��tr�P�aNN Walterp Finn PE N0.22839 MfrekUSA, Inc. FL Celt 6634 6904. Parke East Bkd. Tarnpa FL 33610 Date:. October 2,2018 Q WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. 101012015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual buflding component, not �� a truss system. Before use, the building designer must verify the app4icab0ity 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, seeANSWII Qualfly 0ffeft OSB-89 and SCSI SaOdhv Component 6904 Parke East Blvd. Safely lnformoflonavallabte from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225632 1545897 A24G Roof Special Girder 1 2 Job Reference (optional) t maers t-Irsi6ource, viant Glry, 1-L :i:ibbb d.?zu 6 aep 24 2ui 6 MI I eK Inaustrles, Inc. I ue uct z U5:3/:36 tutu rage 1 ID:?6AvRgxg9peGNqrDFwBkRJyXsSe-4aJO?dvixTAOwzHKRjLBtsM6h5TPfDbTnKoQaGyXXVx 5-0-8 9-11-4 14.10-0 19-8-12 24.7.E 29.8-0 32.4-0 36-8-4 40-11-8 5-0-8 4-10-12 4-10-12 4.10-12 4-10-12 r 4-3-4 Scale = 1:72.9 NAILED NAILED NAILED NAILED NAILED 3x4 = NAILED NAILED NAILED NAILED NAILED g' 00 12 _ _ 4x6 = 3x6 3x4 46 = 3x4 = Specia 2x4 II 5x8 = NAILED NAILED NAILED NAILED NAILED NAILED 1 27 28 2 29 30 331 32 33 4 534 35 6 36 37 7 38 39 8 5x6 — 2x4 II 4x6 — 9 10 40 11 41 ro ro N � V 15 14 3x6 II 42 43 25 44 45 24 4fi 47 48 23 22 49 50 21 51 52 20 53 19 54 i8 7xl = 4x6 = NAILED 3x6 = 3x8 MT20HS= 3x4 =NAILED 5x8 = 3x6 = 3x4 = 13 12 NAILED NAILED NAILED NAILED NAILED NAILED Special 16 57 58 3x4 = NAILED NAILED NAILED NAILED 2x4 II 2x4 11 NAILED NAILED 2x4 II 2x4 = NAILED NAILED 37-8-12 5-0-8 i 9.11-4 14.10-0 i 19-B-12 24-7-8 29-8-0 32-4-0 36-7-12 36-8-4 40-11-8 r 4-10-12 4.10.12 4.10-12 4-10.12 5-0-8 2-B-0 4-3-12 8 3-2-12 1.0.8 Plate Offsets (X,Y)-- [5:0-3-0,Edgel, [8:0-6-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.44 21-23 >996 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.56 21-23 >779 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.88 Horz(CT) 0.14 17 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 499 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 `Except` BOT CHORD Rigid ceiling directly applied or 5-6-15 oc bracing. Except: 10-17: 2x6 SP No.2 10-0-0 oc bracing: 15-17 REACTIONS. (lb/size) 26=3256/Mechanical, 17=3958/0-3-8 Max Horz 26=-74(LC 13) Max Uplift 26=-2041(LC 8), 17= 2375(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26— 3161/2288, 1-2=-3660/2578, 2-3— 6079/4288, 3-4=-7398/5229, 4-6=-7593/5383, 6-7=-6686/4771, 7-8= 6686/4770, 8-9=-5075/3575, 9-10= 431/613, 10-11=-431/613 BOT CHORD 24-25= 2460/3660, 23-24=-4170/6079, 21-23= 5111/7398, 20-21= 5265/7593, 18-20— 3148/4530, 17-18_ 2856/4008 WEBS 1-25=-3263/4632, 2-25= 2668/2056, 2-24=-2190/3098, 3-24=-1719/1372, 3-23=-1205/1689, 4-23=-837/760, 6-21=0/263, 6-20= 11621784, 7-20=-721/677, 8-20=-1904/2727, 9-18= 532l709, 9-17=-5432/3864, 11-17= 758/534, 10-17=-517/498 NOTES- (12) 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 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, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to 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=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2041 lb uplift at joint 26 and 2375 lb uplift at joint 17. 10) "NAILED" Indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 259 lb down and 453 lb up at 29-8-0 on top chord, and 328 Ill down and 232 lb up at 29-7-4 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. ,,oe,00tst®�io4s�i oso 'CAR !'• R i� ,O Q`� ••••.••� �� • V N F 'y 'i ' No 29839 i � r �.0 �/ ♦ r�i9;pNA E���o Waiter P. Rno PE No.22839 Welk, USA, Inc: FL Cert 6634 6904-Parke East Blvd. Tainpa FL 33610 Date: October 2,2018 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED Ml7EKREFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not �� a buss 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 MiTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and Truss systems, seeANSUIPII Qua/ByCifieda, DSB-89 and BCSI BuOdIng Component 6904 Parke East Blvd. Safety/nfortnatlorlavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312 Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15226632 1545897 A24G Roof Special Girder 1 2 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:38 2018 Page 2 I D: ?6AvRgxg9peGNgrD FwBkRJyXsSe-4aJO?dv[xTAOwzHKRj LBtsM6h5TPfDbTnKoQaGyXXVx 12) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-70, 8-9= 70, 9-11_ 70, 15-26_ 20, 12-16=-20 Concentrated Loads (lb) Vert: 8=-212(B) 21=-49(B) 6= 137(B) 18=-312(B) 27= 137(B)28=-137(B) 29=-137(B) 30=-137(B) 31=-137(B) 32=-137(B) 33=-137(B) 34=-137(B) 35=-137(B) 36= 137(B) 37=-137(B) 38=-137(B) 39=-137(B)40= 137(B)41=-153(B) 42=-49(B)43= 49(B)44=-49(B)45=-49(B) 46= 49(B) 47=-49(B) 48=-49(B) 49= 49(B) 50= 49(B) 51=-49(B) 52= 49(B) 53= 49(B) 54— 49(B) 55= 49(B) 56— 54(B) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11­7473 rev. 10IV312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not � a truss system. Before use, the building designer must vedly the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, seeANSYM11 QualifyCrllerla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety lnfonnaAbrpvallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15226633 1545897 B01G Hip Girder i 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:39 2018 Page 1 I D:?6AvRgxg9peGNgrDFwBkRJyXsSe-YmtnDzvNiml FY7sX? RsQQ3vl_UgcOq Fc0_Yz7iyXXVw -1-8-0 3-7-12 7-0.0 14-4-0 17-8-4 21-4-0 23-0-0 1.8-0 3-7-12 3-4-4 7-4-0 3-4-4 3-7-12 1-8-0 Scale =1:43.3 2x4 5x8 11 Special 5x6 = Special NAILED NAILED NAILED 6x8 = 5 28 29 30 6 3x8 = 5x6 WB= NAILED 3x4 = Special NAILED NAILED Special 5x8 11 ' 7-0-0 17-4-0 7-0-0 Plate Offsets (X Y)-- [2:0-4-9 Edge], [5:0-3-0 0-2-7] [6:0-4-0 0-1-15] [9:0-4-9 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.20 11-13 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.41 11-13 >628 240 BCLL 0.0 Rep Stress incr NO WB 0.22 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-MSH Weight: 126Ib FT=20% LUMBER - TOP CHORD 2x4 SP M 31 'Except` 5-6: 2x6 SP M 26 BOT CHORD 2x4 SP M 31 `Except` 2-12: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-0-0, Right 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 2=1875/0-7-10, 9=1877/0-7-10 Max Harz 2=-96(LC 33) Max Uplift 2=-1103(LC 12), 9=-1104(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-15 oc bracing. WEBS 1 Row at midpt 6-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4= 2663/1971, 4-5=-2799/2038, 5-6= 2500/1933, 6-7= 2802/2037, 7-9= 2672/1975 BOT CHORD 2-13=-1433/2188, 11-13=-1559/2500, 9-11=-1482/2199 WEBS 4-13=-485/479, 5-13=-94/557, 6-11=-101/567, 7-11=-480/478 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1103 lb uplift at joint 2 and 1104 lb uplift at joint 9. 7) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 259 lb down and 453 lb up at 7-0-0, and 259 lb down and 453 lb up at 14-4-0 on top chord, and 32B lb down and 232 lb up at 7-0-0, and 328 lb down and 232 lb up at 14-3-4 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). 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 %' .V_R'P'F ��� •' �G E N S Aft No 22839 '. TE OF C 0 R 1 D• ♦ �� �rrio�elilt WalterP. Rnn PE;N0,22839 M[TekUSA,-Inc. FL Cert 6634 6904 Parkti East Blvd. Tarnpa FL 33610 Date: October 2,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 11111-7473 rev. 101=015 BEFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, 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 binding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSYWII CuafByCrBerld, DSO-89 and BCSI BuQdInQ Component 6904 Parke East Blvd. Safety lntolmoNonovallable from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225633 1545897 B01 G Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MITek Industries, Inc. IUe Oct 2 06:37:39 2015 Page 2 I D:?6AvRgxg9peGNqrDFwBkRJyXsSe-YmtnDzvNim I FY7sX? RsQQ3vl_UgcOgFcO_Yz7iyXXVw LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5=-70, 5-6=-70, 6-10_ 70, 16-22=-20 - Concentrated Loads (lb) Vert: 5=-212(B) 6=-212(B) 12=-49(B) 13=-312(B) 11=-312(B) 28=-137(B) 29=-137(B) 30=-137(B) 31=-49(B) 32=-49(B) A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGEMII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeic prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, seeANSM/1 QualityCrBeda, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Satiety info/mat/onavailable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225634 1545897 B02 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:40 2018 Page 1 I D:?6AvRgxg9peGNqrDFwBkRJyXsSe-oyR9QJw?T4Q69HRjZ8NfyHSPZuCe7GU mFeHXf9yXXVv 1-8-0 6-6-4 9-0-0 12-4-0 14-9-12 21-4-0 23-0-0 1-8-0 6-6-4 2-5-12 3-4-0 2-5-12 6-6-4 1-8.0 6.00 F12 4x6 i ST1.5x8 STP = 3x4 i 13 5x8 I I 2x4 11 4x6 = 5x8 = 12 3x8 MT20HS = 9-0-0 12-4-0 14-9-1, 2-5-12 3-4-0 2-5-12 Scale=1:43.8 3x4 7 4x6 � T N ST1.Sx8 STP = 8 g 2x4 II T 10 ao 0 e 11 e e 2x4 11 5x8 I I LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) . I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.28 11-13 >921 360 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.4711-13 >544 240 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.1 'Except' 5-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-0-0, Right 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 2=1196/0-7-10, 9=1196/0-7-10 Max Horz 2= 118(LC 10) Max Uplift 2= 474(LC 12), 9— 474(LC 13) PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 115 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-4-15 oc bracing. JOINTS 1 Brace at Jt(s): 14, 15 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1591/1264, 4-5=-584/505, 5-6=-518/494, 6-7=-600/522, 7-9=-1591/1265 BOT CHORD 2-13= 868/1324, 11-13=-868/1324, 9-11=-868/1324 WEBS 4-13=-68/394, 7-11=-69/395, 4-14=-884/846, 14-15=-862/825, 7-15=-867/829 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15it; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; 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) This truss has been designed for a 10.0 last bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 474 lb uplift at joint 2 and 474 lb uplift at joint 9. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-6=-70, 6-10=-70, 13-18=-20, 11-13=-50, 11-24=-20 ,,®�,rfi0v.e��rr►��®i ��e • ���c SF• No 22839 � a '•. S o 4c7 �•. Off, Q', N♦ ;0'�oNA; S' Walter P.-Rifn PE,No.22839 MiTek US/i, Inc..FL Gent 6634 6904 Parke East6ltird. Tampa FL 33610 Date: October 2,2018 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M)h7473 rev- 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component not � a truss system. Before use, the bullding designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcailon. storage, delivery, erection and bracing of trusses and truss systems, seeANSU/Pl1 Qualify ClBeda, DSB-89 and BCS18uMding Component 6904 Parke East Blvd. Safety/Monnafo/gvailable from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225635 1545897 B03 Hip 3 1 Job Reference (optional) Builders HrstSource, Plant City, FL 33566 8.220 s Sep 24 201 B MI I eK Industries, Inc. I ue Oct 2 06:37:41 2018 Page 1 ID?6AvRgxg9peGNqrDFwBkRJyXsSe-U8?XeexeEOYznR?v7ruuVU_awlWOshJvU114BbyXXVu 1-8-0 6-6-4 10-8-0 12-4-0 14-9-12 21-4-0 23.0-0 1-8-0 6-6-4 4-1-12 1-8-0 2-5-12 6-6-4 1-&0 4x6 = 3x8 I I 3x8 MT20HS = °X° LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 TCDL 15.0 Lumber DOL 1.25 BC 0.95 BCLL 0.0 Rep Stress Incr YES WB 0.37 BCDL 10.0 Code FBC2017[TP12014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-0-0, Right 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 2=1072/0-7-10, 10=1072/0-7-10 Max Horz 2=137(LC 11) Max Uplift 2= 431(LC 12), 10=-431(LC 13) Max Grav 2=1074(LC 2), 10=1074(LC 2) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4_ 1411/1031, 4-5=-1149/1054, 7-8=-1149/1054, 8-10=-1411/1031 BOT CHORD 2-14=-656/1181, 12-14=-656/1181, 10-12= 656/1181 WEBS 4-14=-0/338, 8-12=-0/338, 5-15=-1184/1090, 7-15=-1184/1090 DEFL. in (loc) Vdefl Ud Vert(LL) -0.36 12-14 >707 360 Vert(CT)-0.5412-14 >473 240 Horz(CT) 0.07 10 n/a n/a Scale=1:40.9 T 0 0 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 107lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. JOINTS 1 Brace at Jt(s): 15 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 20 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 431 lb uplift at joint 2 and 431 lb uplift at joint 10. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ,,�'t�rnueee�e�i ,o�♦� ER. P.. 4'� �G E `y No 22839 � s e A/ 4 i i���sS,ONA1-%,` een�t�. Walter P Rnn PE No.22839 Mftek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 2,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. 1010=015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSN1P11 Quail'Y Cddeda, DSB-89 and SCSI BuRding Component 6904 Parke East Blvd.Safety fnformaftonovallable from Truss Plate institute, 218 N. Lee Street. Suite 312, Alexandra, VA 22 14. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225636 1545897 B04G Common Girder 1 2 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:43 2018 Page 1 I D?6AvRgxg9peGNqrDFwBkRJyXsSe-QX6H3Kyul?ohOkgI EGwMav4te6F7KTUCxc W BGTyXXVs 4-5-2 7-1-8 10-8-0 14-1-8 17-7-0 21-4-0 23-0-0 4-5-2 2-8-6 3-6-8 3-5-8 3-5-8 3-9-0 1-8-0 ST1.5r 1 4x6 11 6x8 = 2x4 11 HTU26 4x10 MT20HS = 7x10 = 3x8 I I HTU26 8x12 Bx10 = HTU26 HTU26 HTU26 HTU26 Scale=1:43.4 2x4 11 Io ' 7-1-8 3-6-8 3.5-8 3.5.8 3-9-0 Plate Offsets (X,Y)-- [1:Edge,0-3-81, [7:0-3-5,Edgel, [7:0-6-3,0-2-11, [7:0-1-0,0-0-01, [10:0-3-8,0-4-121, [12:0-5-0,0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.18 9-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.32 9-10 >789 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.84 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 272 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied. 4-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-3 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except` 4-12: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Right: 2x6 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=4751/0-7-10, 7=8211/0-7-10 Max Harz 1=-145(LC 13) Max Uplift 1=-1874(LC 12), 7=-3257(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-8503/3972, 3-4=-8422/3938, 4-5=-8463/3939, 5-6=-11642/5222, 6-7=-13554/5975 BOT CHORD 1-13= 3272/7457, 12-13=-3272/7457, 10-12=-4375/10401, 9-10=-5151/12008, 7-9=-5151/12008 9®ylllllffffO WEBS 6-9�-849/1892 4-12= 3249/7173, 5-12=-434811991, 5-1 0=-1 758/4410, 6-1 0=-1 930/918, P. NOTES (12) ,e`,,1A�IeR • ,♦ �G<E:NS �Y "x3") ♦ 4$' 1) 2-ply truss to be connected together with 1 Od (0.131 nails as follows: NO 22839 Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. • y ' F . t �QA, 4) Wind: ASCE 7-10; Vult=l7omph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., C-C Exterior(2) for forces& MWFRS for Lumber sue;•�0 I0;••• \ ,♦ GCpi=0.18; MWFRS (envelope) and zone;C-C members and reactions shown; grip R 5) All plates are plates unless otherwise indicated. �IISj;,Si/ONA%,"�: � f/f,1111Is 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Willer 'R I PE,No.22839 will fit between the bottom chord and any other members. Mfiek-USA, Inc. FL.Cefi 6634 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1874 Ib uplift at joint 1 and 3257 lb uplift 8904 Parke East Blvd. Tampa FL 33610 at joint 7. per; 9) Use Simpson Strong -Tie HTU26 (20-10d Girder, 14-1 Odxl 1/2 Truss, Single Ply Girder) or equivalent spaced at 10-0-0 oc max. October 2,2018 starting at 9-0-12 from the left end to 19-0-12 to connect truss(es) to front face of bottom chord. ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MO-7473 rev. irUMOIS BEFORE USE Design valld for use ody with MITek® connectors. This design is based only upon parameters shown, 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 trussweb and/or chord members only. Additional temporary and permanent bracing �n T iYlf eW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, se0ANS&?PI1 QualityCrMeda, DSB-89 and SCSI Sul7dfng Component 6904 Parke East Blvd. Safety Intannallonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T15225636 1545897 B04G Common Girder 1 2 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:44 2018 Page 2 I D?6AvRgxg9peGNqrDFwBkRJyXsSe-ujggGgzW WJwYeukUo_Sb77c2OVbM3wkLAGFkowyXXVr NOTES- (12) 10) Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-10dxl 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max starting at 11-0-12 from the left end to 17-0-12 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-8=-70, 15-21=-20 Concentrated Loads (lb) Vert: 24=-1818(F) 25— 181 B(F) 26— 1818(F) 27= 1818(F) 28=-1853(F) 29=-1803(F) Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MIT SK REFERANCE PAGE MI/--7473 rev. 101012015 BEFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �� a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek? Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSI/IPiI CualffyCifleft DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety/nlwnnoflanovallable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T15225637 1545897 C01G Hip Girder 1 1 _ Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:45 2018 Page 1 I D:?6AvRgxg9peGNgrDFwBkRJyXsSe-MwE2T0_8Hc2PG2JgMhzgfK9FnvvgoXkVOw?IKMyXXVq 1-8-0 3-7-12 7-0-0 11-8-0 15-0-4 18-8-0 20-4-0 1-8-0 3-7-12 3-4-4 4.8-0 3-4-4 3-7-12 1-8-0 Scale = 1:39.2 Special 46 = NAILED Special NAILED 5x6 = 5 16 17 6 2x4 3x8 = — 3x4 = Sx6 II Special NAILED Special NAILED 7-0-0 11-8-0 18-8-0 7.0-0 4-8-0 7-0-0 Plate Offsets (X,Y)-- [2:0-4-5,0-4-131, [6:0-3-0,0-2-01, [9:0-4-9,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.13 11-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.1711-13 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.22 HOrz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 108lb FT=20% LUMBER - TOP CHORD 2x4 SP N0.2 `Except' 5-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP N0.3 SLIDER Left 2x6 SP N0.2 1-11-14, Right 2x6 SP No.2 1-11-15 REACTIONS. (lb/size) 2=1658/0-7-10, 9=1667/0-7-10 Max Harz 2=96(LC 34) Max Uplift 2=-984(LC 12), 9= 990(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-6 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4= 2605/1911, 4-5= 2513/1863, 5-6= 2250/1764, 6-7=-2530/1879, 7-9=-2611/1921 BOT CHORD 2-13=-1450/2154, 11-13=-1384/2234, 9-11= 1485/2171 WEBS 4-13=-455/477, 5-13=-220/568, 6-11=-229/558, 7-11=-443/467 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 984 lb uplift at joint 2 and 990 lb uplift at joint 9. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 259 lb down and 453 lb up at 7-0-0, and 259 lb down and 453 lb up at 11-8-0 on top chord, and 328 lb down and 232 lb up at 7-0-0, and 328 lb down and 232 lb up at 11-7-4 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). 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5= 70, 5-6=-70, 6-10— 70, 2-9=-20 DER P, .•°�C-ENS ' :y �i No 22839 � �'• : fit° i'. A RJID Walter'P. Flnn PE,No.22839 Welk. Us Inc. FL Cert 6634 6904 Parkli East Blvd. Tampa FL 33610 Date: October 2,2018 0 WARNING- Verify design paremeners and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component not � a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ivadT�k' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSWIi QualityCdtedq DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety intonnaflonavallabie from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T15225637 1545897 C01G Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Plant city, FL 33566 u.zzu s bep Z4 zu1 is oer i eK inausines, inc. 1 ue vcr Z U0:Jl:40 eU 10 raye z 1 D:?6AvRgxg9peGNqrDFwBkRJyXsSe-MwE2T0_SHc2PG2JgMhzgfK9FnvvgoXkVOw? I KMyXXVq LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 5-212(F) 6=-212(F) 13-312(F) 11=-312(F) 16=-137(F) 17-137(F) 18=-49(F) 19=-49(F) ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEMII-7473 rev, 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, 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 MiTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSWI1 Quality Ci fedd, DSO-69 and BCSI BWldlgg Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Tampa, FL 33610 Job Truss Truss Type city Ply T15225638 1545897 CO2 Half Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:46 2018 Page 1 ID.?6AvRgxg9peGNqrDFwBkRJyXsSe-r6oQhM?m2wAFtCutvPU3CYhSJJJFX_CedakrsoyXXVp 1-8-0 4-4-14 9-0-0 9- 10 1-8-0 4-4-14 4-7-2 0- -10 2x4 b ST1.5x8 STP = ST1.5x8 STP = 3x4 II 5x6 = 6x8 = Scale = 1:32.7 ,0-8-6 4-4-14 9-1-10 6-8-6 3-5-8 4-8-12 Plate Offsets (X,Y)-- [2:0-0-14,0-1-121, [8:0-1-9,0-2-41, [8:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.13 6-7 >754 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.23 6-7 >425 240 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 56lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-5-2 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=325/0-7-10, 7=603/0-7-10 Max Horz 7=288(LC 12) - Max Uplift 6=-231(LC 12), 7=-202(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-96/340, 5-6=-157/273 BOT CHORD 6-7=-493/350 WEBS 4-6= 375/548, 3-7= 118/500, 4-7=-304/0 NOTES- (5) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 231 lb uplift at joint 6 and 202 lb uplift at joint 7. 5) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. R ,P' S+�.LtiooAo °� i No 22839 i�o FS O R I Walters? Inn PE No.22839 Mrrek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: October 2,2018 Q WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 10MV015 BEFORE USE Design valid for use only With MITek® connectors. TNs design is based only upon parameters shown, 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 WeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSI/IPI1 GuaBlyCdteda, DSB-89 and BCSI Bulldlny Component 6904 Parke East Blvd. Safety lntormallonavallable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type city Ply T15225639 1545897 CJ1 Jack -Open 15 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 Plate Offsets (X Y)-- [2:0-1-9 0-1-81 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:47 2018 Page 1 I D:?6AvRgxg9peGNgrDFwBkRJyXsSe-J I MouiOOpE16VMT3T6?I kl EnMjnOGUcosEU PPFyXXVo 1-0.0 1-0-0 Scale = 1:8.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.11 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 240 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/d n/a BCDL 10.0 Code FBG2017/TP12014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=39/Mechanical, 2=159/0-7-10, 4=16/Mechanical Max Harz 2=67(LC 12) Max Uplift 3=-37(LC 12), 2=-69(LC 12) Max Grav 3=39(LC 19), 2=159(LC 1), 4=33(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 1-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=l7omph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 3 and 69 lb uplift at joint 2. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ,o�> ,��EA P 0000P'�G E40 N No 29639 � r . •. iO ONAI�tE Walter P.-Rnh PE;No22839 MTekUSA,-Inc, R_ Cer16634 6904 Parlte East`Blvd. Tampa FL 336t6 Data, October 2,2018 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M0-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, 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 �►1r T Ltl1iiek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcatlon, storage, delivery, erection and bracing of trusses and Truss systems, seeANSW11 AualdyCdtada, DSO-69 and BCSI Building Component 6904 Parke East Blvd. Safety lntonnaAollavallable from Truss Plate Institute, 218 N. Lee Street, suite 312, Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225640 1545897 CJ1S Jack -Open 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:47 2018 Page 1 I D:?6AvRgxg9peGNqrDFwBkRJyXsSe-J I Moui00pE16VMT3T6?I klEoLjnCGUcosEU PPFyXXVo 1-0-0 - ,.,, r,— Scale =1:8.9 m d, 6 3x6 11 1-0-0 0-11-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) 0.00 4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R Weight: 4 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=38/0-3-8, 2=28/Mechanical, 3=10/Mechanical Max Horz 4=23(LC 12) Max Uplift 2=-30(LC 12), 3= 6(LC 12) Max Grav 4=38(LC 1), 2=28(LC 1), 3=17(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. A I i 111 1III4�, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 2 and 6 lb uplift at 3. �A P joint 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any ,'► �J ••�,�••o• �• �. particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. � V- ACC'•• , , No 22639 � r � r � w r% S •� i ♦�♦ASS fO!`!A; Walter P. Hnn PE No.22839 NlfTekUSA; Inc. FL Cert 66M 6904 Parke East'Blvd. Tarnpa FL 33610 Date: October 2,2018 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEIVREFERANCE PAGEMII-7473 rev, 10/D:i/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, 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 We[( is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSU1P11 Quatfly C/fledd, DSB-09 and BCS1 Building Component 6904 Parke East Blvd. Safety/ntomnaflonovatlabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225641 1545897 CJ3 Jack -Open 15 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 3xs II 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:48 2018 Page 1 ID:?6AvRgxg9peGNqrDFwBkRJyXsSe-nVwA620laXQz7W2F1pWXHznuK74H?xrx5uDyxhyXXVn 3-0.0 3-0-0 3-0-0 Scale=1:14.0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.00 5-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.01 5-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 17lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 SLIDER Left 2x4 SP No.3 1-8-10 REACTIONS. (lb/size) 4=53/Mechanical, 2=308/0-7-10, 5=15/Mechanical Max Harz 2=117(LC 12) Max Uplift 4=-64(LC 12), 2= 114(LC 12) Max Grav 4=54(LC 19), 2=308(LC 1), 5=41(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 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 4 and 114 lb uplift at joint 2. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. jet®sR �P �,► ` ••••• �r No 22839 O � fir z 4 = A. F %� 1� ��ssR,JV IONAL��,�� Wafter .Firm PE,No22839 MrrekusA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 2,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE, Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component not � a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek7 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANS&VII GualifyCrHefla, DSO-89 and eCSI80ding Component 6904 Parke East Blvd. Safety infonnalloflavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225642 1545897 CJ3S Jack -Open f 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:49 2018 Page 1 I D:?6AvRgxg9peGNqrD FwBkRJyXsSe-FhTZJ01 f LrYgkfdSbX1 mgAJ5S W Qvk055JYzVT7yXXVm 2-11-12 Scale = 1:14.0 3x6 11 2-11-12 2-11-12 Plate Offsets (X,Y)-- fl:0-3-0,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/doff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 4-7 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=131/0-3-8, 3=89/Mechanical, 4=42/Mechanical Max Horz 1=81(LC 12) Max Uplift 1=-29(LC 12), 3= 79(LC 12), 4=-13(LC 12) Max Grav 1=131(LC 1), 3=89(LC 1), 4=55(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; VUlt=170mph (3-second gust) Vasd=132mph; TCDL=42psf; BCDL=3.opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 1, 79 lb uplift at joint 3 and 13 lb uplift at joint 4. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. IVR ,R 41 No 22839 WitterP. Flnn PE,No22839 milrek•US&' Inc; t L Cert6634 8904 Parke East' Blvd. Tampa FL33610' Date: October 2,2018 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. laW)2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, 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!Tek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSW11 QualifyCtBeda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety InfonnaBonavatlable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T15225643 1545897 CJ5 Jack -Open 15 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:49 2018 Page 1 ID:?6AvRgxg9peGNgrDFwBkRJyXsSe-FhTZJ01 fLrYgkfdSbXi mgAJOBW NI kO55JYzVT7yXXVm 1-8-0 5-0-0 1-8-0 5-0-0 2x 1 3x6 II Scale=1:19.9 5-0-0 Plate Offsets (X,Y)-- j2:0-3-1,0-2-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.05 5-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.05 5-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 23lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 4=130/Mechanical, 2=377/0-7-10, 5=50/Mechanical Max Horz 2=173(LC 12) Max Uplift 4=-121(LC 12), 2= 132(LC 12), 5=-9(LC 12) Max Grav 4=130(LC 1), 2=377(LC 1), 5=84(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-491/186 NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ®1 B 111 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide!/®j� will fit between the bottom chord and any other members. l�,� .����i P F� ��� 4) Refer to girder(s) for truss to truss connections. ��, ��;.• C_E:h S •• y �i� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint 4, 132 lb uplift at w� , •�;� �C`'•, �, joint 2 and 9 lb uplift at joint 5. ti� '• 40.0 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any N 0 22$"39 •� s particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 7k ; r s t y •Q v � •fie ems' e,,� o Ft 0NAL Walter P.•Ftnn PE,No.22839 MfTek USA; Inc. FL Geri 6634 6904-Patke Ead Blvd. Tampa FL 33610 Date:, October 2,2018 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUWII Cua1CyCAleda, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safety ln/ormat/anavallable from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T15225644 1545897 CJ5S Jack -Open i 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 3x6 11 4-11-12 4-11-12 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:50 2018 Page 1 I D:?6AvRgxg9peGNgrD FwBkRJyXsSe-jti xXj2H69hhMpBeSEY?MOs9KwfzTrLEYCi3?ZyXXVI LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.09 4-7 >679 360 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.07 4-7 >788 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=221/0-3-8, 3=1 51 /Mechanical, 4=70/Mechanical Max Harz 1=137(LC 12) Max Uplift 1=-56(LC 12), 3= 130(LC 12), 4=-18(LC 12) Max Grav 1=221(LC 1), 3=151(LC 1), 4=95(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:18.9 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 1, 130 lb uplift at joint 3 and 18 lb uplift at joint 4. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. a%'IV-R �P,IF���i ,.` s�.• �cEIV • �Y o No 22839 ; A Walter P-Finn PE No.22839 MfrekUSA; Inc. FL Cerl 61i34 '6904 Parkii East Blvd. Tampa FL 33610 Date: October 2,2018 0 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 11111-7473 rev. 10/=015 BEFORE USE. Design valid for use only with MITek® connectors. fits design Is based only upon parameters shown, and Is for an Individual building component not � a taus system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only, Additional temporary and permanent bracing Mew prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the INY0 ew 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSItMl QualityCdleda, DSB•89 and SCSI BuQding Component Tampa, FL 33610 Safety imalmallo/ avallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Oty Ply T15225645 1545897 D01G Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 3.7.12 1 7-0-0 1-8-0 1 3-7-12 2x4 1 Special 4x6 = NAILED 16 Special 5x8 = 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:51 2018 3-7-12 1-8-0 3x8 =-"' 3x4 = 5x6 I Special NAILED Special 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TO 0.77 Vert(LL) 0.11 11-13 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.14 9-11 >999 240 BOLL 0.0 Rep Stress Incr NO WB 0.20 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-11-14, Right 2x6 SP No.2 1-11-14 REACTIONS. (lb/size) 2=1539/0-7-10, 9=1539/0-7-10 Max Horz 2=-96(LC 33) Max Uplift 2=-895(LC 12), 9=-895(LC 13) Scale = 1:38.0 PLATES GRIP MT20 244/190 Weight: 105 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-2 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2384/1765, 4-5=-2263/1697, 5-6=-2017/1608, 6-7=-2262/1696, 7-9= 2384/1764 BOT CHORD 2-13=-1329/1971, 11-13=-123212016, 9-11= 1354/1971 WEBS 4-13=-406/442, 5-13=-240/533, 6-11=-245/532, 7-11= 406/441 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 895 lb uplift at joint 2 and 895 lb uplift at joint 9. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 259 lb down and 453 lb up at 7-0-0, and 259 lb down and 453 lb up at 11-0-0 on top chord, and 328 lb down and 232 lb up at 7-0-0, and 328 lb down and 232 lb up at 10-11-4 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). 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-6= 70, 6-10=-70, 2-9= 20 No 22839 Walter P Emil PE No.22839 MiTek-0&-Irtc: FL Ced 6634 6904 Parkefast Mid. Tampa FL 33610' Date:. October 2,2018 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGEMII-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, 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 overdl building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent is always required for stability and to prevent coliapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSYWI► Cua1By CiBenh, DSB-89 and BCSI Buflding Component Tampa, FL 33610 Safety fnfon arflanavatlable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply T15225645 1545897 DO1G Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:52 2018 Page 2 ID:?6AvRgxg9peGNqrDFwBkRJyXsSe-fG9hxP3XemxPb7LlGfbTRpxTpkl7xihX?VB94SyXXVj LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 5=-212(F) 6=-212(F) 13=-312(F) 11=-312(F) 16=-137(F) 17=-49(F) Q WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EKREFERANCE PAGE Mll-7473 rev. 10/03(2015 BEFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, 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 MiTeW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSU/pli QualltyCdleda, DSB.SP and BCS1 Suflding Component 6904 Parke East Blvd. Safety/nformaNanavaliable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225646 1545897 D02 Common 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:53 2018 Page 1 I D:?6AvRgxg9peGNqrDFwBkRJyXsSe-7Sj39149P43GDHwDgN6i_oUgg8i_gAW g E9xjcuyXXVi 1-8-0 4-7-12 9-0-0 13-4-4 18-0-0 19-8-0 1-8-0 4-7-12 4-4-4 4-4-4 4-7-12 1-8-0 2x4 1 4x6 = Scale = 1:36.9 x4 II j1P op 3x8 11 5x8 = 3x8 11 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.07 10-23 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.14 10-23 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0, Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 2=922/0-7-10, 8=922/0-7-10 Max Harz 2=118(LC 11) Max Uplift 2=-373(LC 12), 8= 373(LC 13) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-4= 1066/917, 4-5=-829/734, 5-6= 829/734, 6-8=-1066/917 BOT CHORD 2-10=-583/882, 8-10=-610/882 WEBS 5-10=-267/435, 6-10— 254/368, 4-10=-254/368 PLATES GRIP MT20 244/190 Weight: 95 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-4-5 oc bracing. NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint 2 and 373 lb uplift at joint 8. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. A• No 2283.9 � r :Ir v r '► &6:50F JZ 00 re'nan 1Nalteir P.'Hnn PE No,22839 MIMOSA, Inc: FL Cert 6634 6904 Parke East Blvd. Tatripa FL33610 Date: October 2,2018 ®WARMING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGEMII-7473 rev, 1010312015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, 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 over, building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and truss systems, seeANSWII Quality CrB®dl! DSB-89 and BCS1 Budding Component 6904 Parke East Blvd. Safety lMorwaBonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225647 1545897 D03G Common Girder 1 n G Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:54 2018 Page 1 ID:?6AvRgxg9peGNqrDFwBkRJyXsSe-cfHSM55nANB7rRVPN4dxXE1gcX1OPTRgTpgG9LyXXVh 1-8-0 3-8-8 7-1-8 9-0-0 11-10-13 14-9-11 18-0-0 1-8-0 3-8-8 3-5-0 1-10-8 2-10-13 2-10 13 3-2-5 ST1.5x8 STP = 7x10 = 4x6 11 I� 0 4x10 MT20HS 6x8 3x8I V HTU26 ST1.5x8 STP = = = ax12 = 7x10 = 800 = HTU26 HTU26 HTU26 HGUS26-2 HTU26 7-1-8 1 9-0-0 1 11-10-13 14-9-11 18-0-0 Plate Offsets (X.Y)-- 12:0-0-8.0-4-41. f10:0-11-11.Edael. 110:Edae,0-5-01. 112:0-4-0,0-4-81. 113:0-5-0,0-4-121, f15:0-3-8,0-4-121 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC20171TPI2014 LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 6-13: 2x4 SP N0.2 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-10-13, Right 2x4 SP No.3 1-7-7 REACTIONS. (lb/size) 10=8704/0-7-10, 2=5311/0-7-10 Max Horz 2=115(LC 32) Max Uplift 10= 3524(LC 13), 2= 2493(LC 12) Scale = 1:39.2 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.75 Vert(LL) 0.13 15 >999 360 MT20 244/190 BC 0.63 Vert(CT)-0.2012-13 >999 240 MT20HS 187/143 WB 0.83 Horz(CT) 0.06 10 n/a n/a Matrix-SH Weight: 244 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4_ 8945/4744, 4-5=-936214896, 5-6=-8432/4327, 6-7=-8457/4301, 7-8=-10771/5084, 8-10=-11728/5340 BOT CHORD 2-15=-3918/7570, 13-15=-4113/8346, 12-13= 4350/9682, 11-12=-4459/10027, 10-11=-4459/10027 WEBS 4-15=-,665/1033, 5-15— 1345/1915, 5-13=-1965/1509, 6-13= 3671/7314, 7-13— 3310/1332, 7-12� 1045/3180, 8-12=-466/133, 8-11=-568/1589 NOTES- (12) 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 5-15 2x4 - 1 row at 0-3-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3524 lb uplift at joint 10 and 2493 lb uplift at joint 2. 9) Use Simpson Strong -Tie HGUS26-2 (20-16d Girder, 8-16d Truss) or equivalent at 7-1-9 from the left end to connect truss(es) to back face of bottom chord. 10) Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 17-0-12 to connect truss(es) to back face of bottom chord. , "IksII11Its Is e®��1pJ•-�ER. P F"IfIfe ' •�'40 No 22839 0 o "r* •. Is Io`S Q R ..•• CiO iowoo4, A �����I WalterP. Finn PE No.22839 Mrrek USA, Inc-, R. Cert 6634 6904-PltkeEast BNd.Tampa L33610 Dater October 2,2018 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EKREFERANCE PAGEMII-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MiT00 connectors. This design is based only upon. parameters shown, and is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing - p� T IKIt ell( is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANS&MI QualifyCrNenh, DSB-B9 and SCSI Building Component 6904 Parke East Blvd. Safety lntonnationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T15225647 1545897 D03G Common Girder 1 n G Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2u18 Mi I eK inoustries, Inc. I ue uct z ub:3i:b4 zu1 tf rage z ID:?6AvRgxg9peGNgrDFwBkRJyXsSe-cfHSM55nANB7rRVPN4dxXE1gcX1OPTRgTpgG9LyXXVh 12) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 11 Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-6= 70, 6-10=-70, 2-10=-20 Concentrated Loads (lb) ` Vert: 15=-3236(B)13= 1818(B)11=-1818(B)17— 1818(B)18=-1818(B)19= 1838(B) ®WARMING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not � a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing t�/� IYl0T1e�' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, dellvery, erection and bracing of trusses and truss systems, seeANSUIPIf Qualify Criteri , DSO-89 and SCSI guDding Component 6904 Parke East Blvd. Safety/nfofmationovailabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply T15225648 1545897 EJ3 Jack -Open 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 :L 0 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:55 2018 Page 1 ID:?6AvRgxg9peGNqrDFwBkRJyXsSe-4rrgaR6QxhJ_Sa4bxo8A3RZ7DxUg86aziTQghnyXXVg -1-8-0 3-0-0 Scale = 1:14.0 3x6 I I 3-0-0 3-0-0 Plate Offsets (X,Y)-- [2:0-3-4,Edgej, [2:0-1-4,0-9-11) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.01 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 3=65/Mechanical, 2=326/0-7-10, 4=-1/Mechanical Max Horz 2=121(LC 12) Max Uplift 3=-71(LC 12), 2= 119(LC 12), 4=-1(LC 1) Max Grav 3=65(LC 1), 2=326(LC 1), 4=34(LC 3) FORCES. (lb) - Max.. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp. C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ° This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 3, 119 lb uplift at joint 2 and 1 lb uplift at joint 4. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. f-R ,P �� No 22939 WillerP.Finn PE,No.22839 M rek sx Inc: FL certm B904 ParkwEast Blvd. Tampa R. 3361,0 Date: October 2,2018 Q IVARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEMII-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component not a truss system. Before use, the building designer must verlry the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, seeANS&VII Qua1By CrBeda, DSB-89 and BCSI Su9dfng Component 6904 Parke East Blvd. Safety/ntolmallonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type Oty, Ply T15225649 1545897 EJ7 Jack -Open 39 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:56 2018 Page 1 ID:?6AvRgxg9peGNqrDFwBkRJyXsSe-Y1PCnn62h?Rr4kfoVVfPcf6DDLfUtZg6w79NDDyXXVf 1-8-0 7-0-0 1-8-0 7-0-0 2 PO NY 4x6 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 TCDL 15.0 Lumber DOL 1.25 BC 0.78 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 3=207/Mechanical, 2=474/0-7-10, 4=69/Mechanical Max Horz 2=233(LC 12) Max Uplift 3=-185(LC 12), 2= 159(LC 12), 4=-3(LC 12) Max Grav 3=207(LC 1), 2=474(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale: 1/2"=1' 7-0-0 DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL) 0.13 4-9 >694 360 MT20 244/190 Vert(CT) -0.18 4-9 >507 240 Horz(CT) -0.07 3 n/a n/a Weight: 29 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=l7omph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185 lb uplift at joint 3, 159 lb uplift at joint 2 and 3 lb uplift at joint 4. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. EAI ♦e .• VG SF• No 22839 S _ sNY X ;,DNA' Walter P. Finn PE N0 22839 MTek,USA, Inc. FL Celt 6634 69!)4 Parke'EasfBlvd. Tampa FL 3361Q Date: October 2,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEMII-7473 rev, 10103,2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, 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 info the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing �Ipl�k" T MOWIs always required for staNiiry and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANS&?PN QualifyCdledd, DSB-89 and SCSI SuUd/ng Component 6904 Parke East Blvd. Safety/n/o/mallonovollable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T15225650 1545897 EJ7A1 Jack -Open 6 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:57 2018 Page 1 I D:?6AvRgxg9peGNqrDFwBkRJyXsSe-ODya?77gSiZiiuE_3CBessfLE14?c_uG9nvwlfyXXVe -1-8-0 2-10.0 4-2-0 7-0-0 1-8-0 2-10-0 1-4-0 2-10-0 4x6 = 3xs 11 1-4-0 Scale = 1:25.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.21 8 >389 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(CT) 0.19 8 >448 240 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.05 7 n/a n/a BCDL 10.0 Code FBC2017[TPI2014 Matrix-MSH Weight: 36 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-1 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-12 REACTIONS. (lb/size) 6=190/Mechanical, 2=458/0-7-10, 7=88/Mechanical Max Horz 2=229(LC 12) Max Uplift 6=-151(LC 12), 2=-155(LC 12), 7=-38(LC 12) Max Grav 6=190(LC 1), 2=458(LC 1), 7=100(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-295/174 BOT CHORD 2-9= 450/370, 8-9= 416/357 WEBS 4-8=-384/471 NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. Il; Exp'C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 6, 155 lb uplift at joint 2 and 38 lb uplift at joint 7. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ,'-' SR ,P. a l� �04oi 04 1Q.�.00.....••• / I� �� �.• G:E.NS. N,y No 22839 _-a•IXZ A . . F WValter P. Finn PE No.22839 MTek USA, Inc, FL Celt 6634 6904-Park6 East Blvd. Tampa FL 33610 Date:, October 2,2018 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEKREFERANCE PAGE Mll-7473 rev. t0413/2015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component not �' a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSYMIJ 9ualllyCdferfq DS849 and SCSI Building Component 6904 Parke East Blvd. Safety /nfonnufforravollabie from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T15225651 1545897 EJ7A2 Jack -Open 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:57 2018 Page 1 I D:?6AvRgxg9peGNgrDFwBkRJyXsSe-ODya?77gSlZiiuE_3CBe8sfJpl33c_JG9nvwlfyXXVe I 21 1-8-0 6-3-8 ' 0-8-8 4x6 6 3x6 I I 3x6 11 6-3-8 , 7-0-0 Scale=1:24.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.22 7-13 >381 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.22 7-13 >375 240 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) -0.10 5 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MSH Weight: 37lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4SPNo.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 3-6-11 REACTIONS. (lb/size) 5=-31/Mechanical, 2=45810-7-10, 6=309/Mechanical Max Harz 2=212(LC 12) Max Uplift 5=-40(LC 19), 2=-164(LC 12), 6= 250(LC 12) Max Grav 5=83(LC 12), 2=458(LC 1), 6=309(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4— 398/161 WEBS 4-7=-349/598 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 5, 164 lb uplift at joint 2 and 250 lb uplift at joint 6. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. o No 228'39 WalterP,.Ffnn FEN6,22839 I '[Tek°USA, Inc. FL 6rt 6634 6904-Parke Easr6fvd. Tampa FL 33610 Date: October 2,2018 Q WARNING - VeNfy design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII--7473 rev. 10/012015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �• a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into The overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing pi�T IYIQ Iek° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of Trusses and truss systems, seeANSLOPII Cualdy Criteria, DSB-89 and SCSI SuHdttlg Component 6904 Parke East Blvd. Safety lntonnaflonavallable from Truss Plate Institute, 218 N. Lee Sheet. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T15225652 1545897 EJ7A3 Jack -Open 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:58 2018 Page 1 I D:?6AvRgxg9peGNqrDFwBkRJyXsSe-UQ WyCS81 DchYJ2pAcwith4Bbr9UgLSbPOReU16yXXvd 1-8-0 4-3-8 7-0-0 1-8-0 4-3-8 2-8-8 2x 1 5x6 = 3x6 11 2x4 \\ Scale=1:20.4 4-3-8 2-8-8 Plate Offsets (X,Y)-- T2:0-3-5,0-2-51,14:0-3-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.01 8-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.01 8-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 37lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural Wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 5=82/Mechanical, 2=455/0-7-10, 7=202/Mechanical Max Horz 2=156(LC 12) Max Uplift 5=-59(LC 8), 2=-178(LC 12), 7= 89(LC 12) Max Grav 5=86(LC 24), 2=455(LC 1), 7=202(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4= 332/192 BOT CHORD 2-8= 262/228, 7-8= 262/222 WEBS 4-7=-316/373 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. tt1®B81/1l40 2) GCpi=O.18; MW FRS (envelope) and C-C Extedor(2) one3C-C for members and iorcc s & MW FRS for reactions xshowrc Lumber ,,���R P.. DOL=1.60 plate grip DOL=1.60 �� P . •'...'•: �i 3) Provide adequate drainage to prevent water ponding. �� , �,� S4$''i 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,� �'. �.0 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 22$39 ° will fit between the bottom chord and any other members. ,: 7t6. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 5, 178 lb uplift at joint -� 2 and 89 lb uplift at joint 7. 1;rp ;� 9:50F o, . 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. �i��i(,�["�••� Q P; ��� WillerP. inn?lE No,22839 MITek,USA, Inc, R.6e 6634 6904 Parkd East l3l d. Tampa, FL 33610 Date: October 2,2018 WARNING - Vertly design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. IM312015 BEFORE USE. Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a Truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design into The overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of Trusses and truss systems, seeANSMII QualityCrlleda, DS&89 and BCSI BuOd/ng Component 6904 Parke East Blvd. Safety infallnallonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply T15225653 1545897 EJ7A4 Half Hip Girder f 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:37:59 2018 Page 1 ID:?6AvRgxg9peGNgrDFwBkRJyXsSe-yc4LPo9w_wpPxCNNAdD6DHkkbYgX4uJZc5O1gYyXXVc -1-8-0 1--14 3-7-15 7-0-0 1-8-0 1-44-14 2-3-0 3-4-1 4x6 = 4.24 12 NAILED 3x4 = NAILED 2x4 11 3x6 11 Scale = 1:16.7 1-4-14 3-7-15 7-0-0 1-4-14 23-0 3-4-1 Plate Offsets (X,Y)-- [2:0-0-4,Edgel, [2:0-1-4,0-9-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.02 9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.02 9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-MSH Weight: 41 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 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 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 6=260/Mechanical, 2=463/0-7-10 Max Harz 2=124(LC 12) Max Uplift 6=-154(LC 8), 2= 201(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-243/254, 3-4=244/258, 4-5= 234/278, 5-6=-223/329 BOT CHORD 2-7= 286/162 WEBS 4-7=-144/254, 5-7=-294/254 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 lb uplift at joint 6 and 201 lb uplift at joint 2. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down and 283 lb up at 1-4-14 on top chord, and 6 Ito down at 1-4-14, and 13 lb down at 1-7-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 '(V_R oP,F,®�i No 298S Walter P. Him PE No22839 MiTekUSA,-Inc.. FL Cett 6634 '6904 Parke EasPBlud. Tampa FL 33610 Dater October 2,2018 Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGEMIh7473 rev. 1010312015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing �p iY101T ek7 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSYWI i AaaMy Cdlerld DSB-09 and BCSI BuIlding Component 6904 Parke East Blvd. Safety tntrnmotibnovallable from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type City Ply T15225653 1545897 EJ7A4 Half Hip Girder 1 1 Job Reference (optional) Builders FirstSouree, Plant Clty, FL 33566 n.zzu s oep z4 eui u iwr i er inuustnes, uw. i ue vvt a vo.oroa cv i o raye c ID:?6AvRgxg9peGNqrDFwBkRJyXsSe-yc4LPo9w_wpPxCNNAdD6DHkkbYgX4uJZc5O1gYyXXVc LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-5=-70, 6-9= 20 Concentrated Loads (Ib) Vert: 7=10(F) 15=10(F) A WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1.7473 rev- 101032015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must vetify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional Temporary and permanent bracing p�T IYl01e� Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUWII Aual9yCdfeda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satiety/n/onnoMonovallabte from Truss Plate institute. 218 N. Lee Street, Suite 312 Alexandrla, VA22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225654 1545897 EJA1 Jack -Open 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:38:00 2018 Page 1 I D:?6AvRgxg9peGNqrDFwBkRJyXsSe-Qoejd8AYl DxGZMyZkLkLmVHzwyDvpMpirl7bM_yXXVb 1-4-3 3x6 11 1-4-3 0 v n 0 Scale = 1:9.5 Plate Offsets (X Y)-- [2:0-1-8 0-0-10] [2:0-1-4 0-10-9] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 12lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 3=55/Mechanical, 4=21/Mechanical, 2=18110-8-2 Max Horz 2=75(LC 12) Max Uplift 3=-52(LC 12), 2=-76(LC 12) Max Grav 3=55(LC 1), 4=41(LC 3), 2=181(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces R MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 3 and 76 lb uplift at joint 2. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ,�4% V_R P SIOI No 228$9 TE OF �tl v,0 S,ONA' Walter KFtno PE,No.22839 MiTek,USAJnc- FL WNW 6904 Parke East Blvd. Tampa FL 33610 Date: October 2,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MIT00 connectors. This design Is based only upon parameters shown, and is for an Individual building component not �' at russ system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing {yiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANS11TPll QualifyCrBedd, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Solely /nlormallonavailable from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply T15225655 1545897 EJA2 Jack -Open 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:38:01 2018 Page 1 I D:?6AvRgxg9peGNqrDFwBkRJyXsSe-u?C5gUAAWX37AVX112FaJi p8gMZ5Yp3s4Pt8uRyXXVa -1-8-0 1-5-10 1-8-0 1-5-10 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.24 BC 0.05 WB 0.00 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 3=59/Mechanical, 4=21/Mechanical, 2=176/0-7-10 Max Harz 2=81(LC 12) Max Uplift 3=-58(LC 12), 2= 70(LC 12) Max Grav 3=59(LC 1), 4=42(LC 3), 2=176(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale=1:10.1 3x6 11 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.00 2-4 >999 360 MT20 2441190 Vert(CT) -0.00 2-4 >999 240 Horz(CT) -0.00 3 n/a n/a Weight: 11lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-5-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=l7omph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 3 and 70 Ib uplift at joint 2. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. j f-R oP it F� ,���✓ tee` �'.• �G:E-tVS • �'{� t%o No 228'39 • o v �•�• , O. R.1 D Wilterk,Rrin PE,N0.228N dtffreWSA, ric',FLCert6634 Bf) Parke East Btvid.TampaFL33610 Date:. October 2,2018 O WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MO-7473 rev. 10103,2015 BEFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, 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. Additlonal temporary and permanent bracing WeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, scoAfLunpil QualityCdtedd, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety fnformallanovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type City Ply T15225656 1545897 EJA3 Jack -Open 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:38:01 2018 Page 1 - ID:?6AvRgxg9peGNqrDFwBkRJyXsSe-u?C5gUAAWX37AVX112FaJip8_MZ9Yp3s4Pt8uRyXXVa -1-8-0 1-4-12 1-8-0 1-4-12 Scale = 1:9.9 3x6 11 1-4-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 11 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 3=56/Mechanical, 4=20/Mechanical, 2=173/0-7-10 Max Horz 2=79(LC 12) Max Uplift 3= 55(LC 12), 2=-69(LC 12) Max Grav 3=56(LC 1),.4=41(LC 3), 2=173(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpj=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 3 and 69 lb uplift at joint 2. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ti-�ER P, No 22939 op op S 441 •W�`. NAI- U.Ilttl- WalterP. Firm PE No.22839 MiTekUSB, Inc. FI. Cert 66N 8904 Parke East6lvd. Tampa FL 33610 Date:. October 2,2018 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII--7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANS1/1Pll Quality Cllfeda, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety lMonnallonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225657 1545897 EJA4 nialgR40 wiP rirder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:38:02 2018 Page 1 I D:?6AvRgxg9peGNqrDFwBkRJyXsSe-NBmT2gBpH rB_of6yrmmprwMHOmrwHGJ?J3chRtyXXVZ 3-2-6 3-2-6 3xs 11 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20171TP12014 CSI. TC 0.34 BC 0.20 WB 0.00 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 3=69/Mechanical, 2=353/0-8-2, 4=-1/Mechanical Max Horz 2=121(LC 12) Max Uplift 3=-72(LC 12), 2=-135(LC 12), 4=-1 (LC 1) Max Grav 3=69(LC 1), 2=353(LC 1), 4=36(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:13.8 3-2-6 3-2-6 DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL) -0.02 6 >999 360 MT20 244/190 Vert(CT) -0.03 6 >999 240 Horz(CT) -0.01 3 n/a n/a Weight: 17 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extefior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 3, 135 lb uplift at joint 2 and 1 lb uplift at joint 4. 6) "NAILED" indicates 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-6=-20 -,V-R ,P, '� i• No 22939 i r y : p � 4 ,�,//��• S •� /i3O. Q Walter p• Rno PE No.22639 Nlrrek.USA, Inc. FL Gert 6634 69f14: Parke'East `91vd. Tampa FL 33610 Date; October 2,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGEMll-7473 rev, 10/03J2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, 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 NiO Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSW11 Qualify Cdtedo, DSO-89 and BCSI BuRding Component 6904 Parke East Blvd. Safety Infonnallon3vailable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225658 1545897 EJA5 JACK -OPEN 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 3x6 11 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:38:03 2018 Page 1 REM Scale=1:10.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.00 6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 13 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 3=27/Mechanical, 4=-3/Mechanical, 2=282/0-8-2 Max Horz 2=88(LC 12) Max Uplift 3=-34(LC 12), 4— 3(LC 1), 2=-113(LC 12) Max Grav 3=27(LC 1), 4=20(LC 3), 2=282(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zohe;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 3, 3 lb uplift at joint 4 and 113 lb uplift at joint 2. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. R �P����'� No 22839 r p T:E OF R IV �?*<,`s,,ONA?,��� Waiterp Finn PE,No.22839 Mfiek USA, Inc. FL Cert 6634 8904 Parkd East Blvd. Tampa FL 33610 Date: October 2,2018 Q WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal infury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANS&VII Qua/MyCrBelta, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety/ntonDaBonavallabte from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225659 1545897 EJA6 Jack -Open 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:38:03 2018 Page 1 I D:?6AvRgxg9peGNgrDFwBkRJyXsSe-rNKrFACR28JrQph8PTH2O7vW aADSOjZ8Xj MFzJyXXVY -1-8-0 1-11-0 1-8-0 1-11-0 Scale=1:11.2 3xs 11 1-11-0 1-11-0 Plate Offsets (X,Y)-- [1:0-2-2,0-1-01, [2:0-1-4,Edgel, [2:0-1-4,0-9-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.00 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 3=33/Mechanical, 4=3/Mechanical, 2=262/0-7-10 Max Horz 2=93(LC 12) Max Uplift 3=-39(LC 12), 2= 101(LC 12) Max Grav 3=34(LC 19), 4=23(LC 3), 2=262(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 3 and 101 lb uplift at joint 2. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building. code. t%%,'SR ,P % �S No 22839 s A F ..,o . •� Walter k Finn PE,N0.22839 MTek USA, Inc. FL Cert 6634 6904-Parke'Ent Blvd. Tampa'FL 33610 Date: October 2,2018 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MIF7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, 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. &acing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPIi OuallyCifleda, DSB-09 and BCSI Butfd/ng Component 6904 Parke East Blvd. Safety/ntonnatbnavalable from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type City Ply T15225660 1545897 EJA7 Jack -Open 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 S Sep 24 201 a MI I ek Industries, Inc. t ue Oct 2 06:38:04 2018 rage 1 I D:?6AvRgxg9peGNqrDFwBkRJyXsSe-JatET W D3pSRi 1 zGKzBpHwLRgtZa2lApl mN5oVmyXXVX 1-1-6 3x6 11 1-1-6 Scale = 1:9.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017f-P12014 Matrix-P Weight: 10lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 3=44/Mechanical, 4=18/Mechanical, 2=163/0-7-10 Max Harz 2=71(LC 12) Max Uplift 3=-45(LC 12), 2=-67(LC 12) Max Gram 3=44(LC 1), 4=35(LC 3), 2=163(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when. shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-1-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces $ MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 3 and 67 lb uplift at joint 2. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ,,�,t�d11 ''JEA' P .�I,ENgF,,7i No 228'3.9 ,T.E OF Walter P. Hnn PE,No.228$9 ffekUSA, Inc. FL.Cert6634 6904 Parkd East 8W. Tampa FL 33610 Date: October 2,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. 10Po312015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown. 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 WGIC Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSMWII Qualify Clft DSB-89 and BCSI Bugdlag Component 6904 Parke East Blvd. Safety ►nfaimationovallabte from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T15225661 1545897 EJA8 Jack -Open 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:38:05 2018 Page 1 I D: ?6AvRgxg9peGNgrD FwBkRJyXsSe-nmRcgsDhamaZf7rW XuKWTY_pZzw2Ud3R? 1 rM 1 CyXXV W 1-4-11 J 1-4-11 Scale = 1:9.7 3x6 11 1-4-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.00 2-4 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 3=56/Mechanical, 4=21/Mechanical, 2=163/0-8-2 Max Horz 2=76(LC 12) Max Uplift 3=-54(LC 12), 2— 76(LC 12) Max Grav 3=56(LC 1), 4=42(LC 3), 2=183(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-4-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 3 and 76 lb uplift at joint 2. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9®iiliil!®aa�f .: No 22839 � • ir ?� T:E OF ,,... C2 WalterP. Finn PE No.22839 Mffek USA; lac: FL GO M 6904 Parke East Blvd. Tampa Fl-33610 Date;. October 2,2018 Q WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE Mll-7473 rev. 10103/2015 BEFORE USE Design valid for use only with MITekW connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall V building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, seeANSbVil QualifyCdteda, DSB-89 and BCSI Su9d/ng Component 6904 Parke East Blvd. Safety lntonnaAbnavallable from Truss Plate institute, 218 N. Lee Street Suite 312. Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225662 1545897 EJA9 Jack -Open 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:38:06 2018 Page 1 I D:?6AvRgxg9peGNqrDFwBkRJyXsSe-Fy?_tCEJ L3iQH HQj4brI0mW?tNGN D4JbDhavaeyXXVV -1-8-0 1-4-0 1-8-0 1-4-0 Scale = 1:9.8 3x6 11 Plate Offsets (X,Y)-- [2:0-1-4,Edge],[2:0-1-4,0-9-11] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017lTPI2014 Matrix-P Weight: 11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 3=54/Mechanical, 4=20/Mechanical, 2=171/0-7-10 Max Horz 2=77(LC 12) Max Uplift 3=-53(LC 12), 2= 69(LC 12) Max Grav 3=54(LC 1), 4=40(LC 3), 2=171(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip D0L=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 3 and 69 lb uplift at joint 2. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. jeR.,P rF,ois % P�•,.,...•.•••�/y Imo, ��� •' 1C E IVS No 22839 '. o Z7• e NY sir Walter'.R Finn PE No.22839 M[Tek,Usx-Inc. FL 6ert 6634 6904:Parke East8tvd. Tampa IL 33610 Date: October 2,2018 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEMII-7473 rev. 101012015 BEFORE USE Design valid for use only with Mllek® connectors. This design Is basedonly upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing r MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and truss systems, seeANS&?PI1 QuaIByOffeda, DSBd9 and SCSI BuUdhv Component 6904 Parke East Blvd. Safety tnformat/onavaiiable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type city Ply T15225663 1545897 EJC1 Jack -Open 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:38:06 2018 Page 1 I D:?6AvRgxg9peGNqrDFwBkRJyXsSe-Fy?_tCEJ L3iQH HQj4brI0mW r6N3fD4JbDhavaeyXXVV 1-3-0 1-3-0 Scale = 1:9.6 3 6.00 F12 2x4 II 5x6 = PROVIDE BEARING CONNECTION(S) TO RESIST HORIZONTAL REACTION(S) SHOWN. ADEQUATE SUPPORT REQUIRED. Plate Offsets (X Y)-- [2:0-1-12 0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.04 2 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.08 2 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017lTPI2014 Matrix-P Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.1 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3_ 0/Mechanical, 4=238/Mechanical Max Horz 3=315(LC 1), 4=-315(LC 1) Max Uplift 4=-112(LC 12) Max Grav 4=238(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 384/273 BOT CHORD 2-4=-343/604 Structural wood sheathing directly applied or 1-3-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 4. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ,�.� R ,P ��f �O�o S41S. ooi Ilk .�, No 22839 s O�OSS�O AQ �1 11% ,N Walter R. Finn PE,No.22839 Mrrek-USA, Intl. FL Cert 601 6904 Mike EastBlvd. Tampa FL33610 Dater October 2,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/012015 BEFORE USE. Design valid for use only with MiTek8 connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must vedly 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 MO Is alwaysrequired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIgPII Coally Ci feda, DSB-89 and 8CSI BuQding Component 6904 Parke East Blvd. Safety lnfonnationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T15225664 1545897 EJC2 Jack -Open 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 2x4 = 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:38:07 2018 Page 1 ID:?6AvRgxg9peGNgrDFwBkRJyXsSe-j9ZM5XFx6NgHuQ?veJM_Yz3B4nahyXYkSLKS64yXXVU 1-11-11 1-11-11 ZMII PROVIDE BEARING CONNECTION(S) TO RESIST HORIZONTAL REACTION(S) SHOWN. ADEQUATE SUPPORT REQUIRED. Scale =1:9.5 Plate Offsets (X,Y)-- j1:0-4-4,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 3 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.02 3 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-P Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 2=177/Mechanical, 3=0/Mechanical Max Harz 2=170(LC 1), 3= 170(LC 1) Max Uplift 2=-81(LC 12) Max Grav 2=177(LC 1) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 1-3=-199/262 NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 2. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. `,D,1t111111d11i� o4 •®•� ♦� No 2283.9 s-t 1: A F .'g 1 Walter'P. Finn RE No.22839 MITek USA, Inc. R..Ceit6634 6904: Parke East Blvd. TaropaR.33610 Date:. October 2,2018 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED 11,1/7EKREFERANCE PAGEMll-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeic prevent Is always required for stability and to prevent collapse wiih possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANS&V11F CualByCiCedd, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety hitomloHonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Job Truss Truss Type Qty Ply T15225665 1545897 EJC3 Jack -Open 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 4 3X8 I I 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:38:07 2018 Page 1 ID:?6AvRgxg9peGNgrDFwBkRJyXsSe-j9ZM5XFx6NgHuQ?veJM_Yz37mnZeyXYkSLKS64yXXVU 1-3-8 1-3-8 PROVIDE BEARING CONNECTION(S) TO RESIST HORIZONTAL REACTION(S) SHOWN. ADEQUATE SUPPORT REQUIRED. Scale = 1:9.7 Plate Offsets (X Y)-- [1:0-0-14 0-1-12] [4:0-4-0 0-0-121 [4:0-0-0 0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.00 4 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.02 4 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2= 0/Mechanical, 3=102/Mechanical Max Harz 2=56(LC 1), 3=-56(LC 1) Max Uplift 3=-47(LC 12) Max Grav 3=102(LC 1) FORCES, (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 1-3-8 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 3. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ,�VIER IP, l�j oii e No M39 � • r Walter P.•FInn RE,No,22839 MiTek USA, Inc.. FL Lett 6634 6904 krk:6 Easffflvd. Tadipa FL 33610 Date: October 2,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGEM11-7473 rev. 10103,2016 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, 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 nt� T Itll� eW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANS111P11 Auag►yCdPedd, DSB-89 and BCSI8u9ding Component 6904 Parke East Blvd. Safety fntonnatlonavailable from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type city Ply T15225666 1545897 HJ7 Diagonal Hip Girder 7 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:38:08 2018 Page 1 I D:?6AvRgxg9peGNqrDFwBkRJyXsSe-BL7kitGZthy8W aa5COtD5BcDu BgohwCuh?3OeXyXXVT -2-4-5 4-11-0 9-10-1 2-4-5 4-11-0 4-11-0 Scale=1:26.1 " `�� 2x4 II 1—1— 6 4x6 II NAILED NAILED NAILED 3x4 — NAILED 4-11-0 9-10-1 4-11-0 4-11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.07 7-8 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.11 7-8 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.29 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight: 51 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 5=173/Mechanical, 2=677/0-10-7, 6=291/Mechanical Max Harz 2=260(LC 27) Max Uplift 5=-153(LC 8), 2=-418(LC 8), 6=-181(LC 12) Max Grav 5=173(LC 1), 2=677(LC 1), 6=304(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-711/396 BOT CHORD 2-8— 620/519, 7-8=-620/519 WEBS 4-7=-573/683 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-2-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 lb uplift at joint 5, 418 lb uplift at joint 2 and 181 lb uplift at joint 6. 6) "NAILED" indicates 3-1 Od (0.148"xX) or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 6-12=-20 Concentrated Loads (lb) Vert: 19=-62(F=-31, B=-31) 21=6(F=3, B=3) 22=-43(F=-22, B=-22) ,,��Qt+rr e,%N0 -'IV R • P. FIN <� �0� `• �• � ••• , No 22839 TIE OF /p�NA, WalterP.-Finn PE No.22839 wokUSA, Inc: FL Oert 6634 %Ukrke East Blvd. Tampa FL33610 Date: October 2,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MT1 EK REFERANCE PAGE M11-7473 rev. 101UN2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the IYAI l fabrication, storage, dellvery, erection and bracing of trusses and truss systems, seeANS&VII Quality CrBerra, DSO-69 and BCSI Building Component 6904 Parke East Blvd. Safety infomnaflonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type city Ply T15225667 1545897 HJ7A Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:38:10 2018 Page 1 ID:?6AvRgxg9peGNqrDFwBkRJyXsSe-SkFVjZHgOlCrmujUJRvhAchZO_VG9gtA8JZ6jPyXXVR 2-4-5 4-11-0 9.10-1 2-4-5 4-11-0 4-11-0 I" 0 5x6 11 NAILED NAILED NAILED ST1.5x8 STP = NAILED 3x4 = 4-11-0 9-9-8 9-1, -1 4-11-0 4-10-7 0-0-9 Plate Offsets (X,Y)-- [2:0-3-13,0-3-7) Scale = 1:26.1 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.06 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.08 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 51 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 5=172/Mechanical, 2=669/0-10-7, 7=301/0-6-11 Max Horz 2=260(LC 8) Max Uplift 5=-152(LC 8), 2= 414(LC 8), 7=-186(LC 12) Max Grav 5=172(LC 1), 2=669(LC 1), 7=316(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4= 711/374 BOT CHORD 2-8_ 601/500, 7-8= 601/500 WEBS 4-7=-551/662 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-3-6 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extehor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift at joint 5, 414 lb uplift at joint 2 and 186 lb uplift at joint 7. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5= 70, 6-10=-20 Concentrated Loads (lb) Vert: 17= 62(F=-31, B=-31) 19=6(F=3, B=3) 20=43(F=-22, B=-22) Ne��,`aIleR P. E.NS vi io. No 29939 . Ar, �_.. .00 I••.•.R X O �X. oil NA �`e�� Walter P, Flnn PE No22839 MiTek USA, Inc: R_,Cert 6634 6904: Parke East Slvd.Taropa R.33610 Date: October 2,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MU-7473 rev. 1010=015 BEFORE USE Design valid for use only with 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 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 bracirig MOW is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSLITPlr QualifyCdleda, DSO-69 and BCSf Sufldkg Component 6904 Parke East Blvd. Safetylntonnallonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225668 1545897 VA1 Valley i 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:38:10 2018 Page 1 ID:?6AvRgxg9peGNqrDFwBkRJyXsSe-SkFVjZHgOlCrmujUJRvhAchjH_cm9ulA8JZ6jpyXXVR 1-10-8 3-5-0 1-10-8 1-6-8 0 0 2x4 i 6.00 12 3x4 = 2 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 1=112/3-8-0, 3=112/3-8-0 Max Horz 1=14(LC 9) Max Uplift 1=-43(LC 12), 3--43(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.4 v io 6 PLATES GRIP MT20 244/190 Weight: 10 lb FT = 20% Structural wood sheathing directly applied or 3-5-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 1 and 43 lb uplift at joint 3. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. �0%-jf,R�P,.1I�g40�I No 228'39 o Walter P. Finn PE,No,22839 MfrekUSA, Inc. FL Lett 6634- 8904 Parke East 8114 Tampa FL 33610 Date:, October 2,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1-7473 rev. 10/0312015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not at russ 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����° Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeAN MII QualBy Crifelb DSB-89 and BCSI SuDdllrg Component Tampa, FL 33610 Safety/nfonnationovailable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA22314. Job Truss Truss Type city Ply T15225669 1545897 VA2 Valley 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 m2zu s 5ep z4 zui u Iviii ex industries, mc. i ue uct 2 66:36; i I zu I o raya r I D:?6AvRgxg9peGNqrDFwBkRJyXsSe-cwptxvlS9cKi N21gt9RwjpEgyOyxuKPKNzlgFsyXXVQ 3-10-8 5-5-0 3-10-8 1-6-8 2x4 i 2x4 II 4x6 = Scale=1:14.4 5-5-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 5-4-8. (lb) - Max Horz 1=64(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 3, 5 Max Grav All reactions 250 Ib or less at joint(s) 1, 3, 4, 5 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 5. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ewill III11/il.t..0, R. P vim` � .' oG:E'.N S • ,y ®® 'S • �40 No 228'39 s ..� �I s •syv•••••�• of��. Walter P'Firm RE,No.22839 Mfrek-USA,.Inc. FL Ceit 6634 6904-PArk® East Blvd. Tampa FL33610 Date: October 2,2018 0 WARNING -Verify design parameters and READ NOTES ONTHIS AND INCLUDED M1rEKREFERANCE PAGE MII--7473 rev. 10/03,2015 BEFORE USE � Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component not a truss system. Before use, the building designer must vedy the applicability of design parameters and 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 MiTele Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVMII Cualffy CdterM, DSB-89 and BCSI BDUding Component 6904 Parke East BNd, Safety InfonooHonovaliable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225670 1545897 VA3 Valley 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:38:12 2018 Page 1 ID:?6AvRgxg9peGNqrDFwBkRJyXsSe-46MF8FJ4wvSZ?CttRsy9F1 mzvoDVdmjTcd2DnlyXXVP 5-10-8 , 7-5-0 5-10-8 1-6-8 v d 0 3x4 i 4x6 = 2x4 11 Scale=1:20.1 7-5-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 26 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-4-8. (lb) - Max Horz 1=119(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 3, 4 except 5=-221(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 3, 4 except 5=455(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-304/447 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4 except Gt=lb) 5=221. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ',�eO111B1181��®O& ♦�%O,DER° P �40 c ErN No 22889 OA Walter A Irm PE,No.22839 MiTek°USA, Inc: FL Cert 6634 6904 Parke East Blvd. Tampa FL33610 Date:. October 2,2018 WARNING - Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE,. Design valid for use only with MiTek® connectors. this design Is based only upon parameters shown, and is for an Individual building component, not Mill' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW ' prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, socANSUM11 Qualify CrB®dh, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety lrrtotmatlanavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Aiexandda, VA22314. Job Truss Truss Type Qty Ply T15225671 1545897 VM2 Valley 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 2x4 i 8.22U. s Sep 24 2UT8 MI 1 eK Inaustries, Inc. I ue uci 2 ub::18:13 zui tt rage i ID:?6AvRgxg9peGNqrDFwBkRJyXsSe-YlwdLbKihDaQdLS3?aTOoEJFICENMFldgHnnJkyXXVO 2-0-0 Scale = 1:7.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 1=62/1-11-8, 2=48/1-11-8, 3=14/1-11-8 Max Harz 1=39(LC 12) Max Uplift 1=-19(LC 12), 2=-42(LC 12) Max Grav 1=62(LC 1), 2=48(LC 1), 3=27(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ,,e��ti®��e�ea��®® ,14 \,-('ER, P p1i���Oie OHO V' ••° EN •®'' V���I VNG S4$' i® No 228'39 TE OF 10 AiS�OlVA; Walter P Finn PE,NDAM Mfrek ,usA, Inc. FL ceit 611 6904-Parke East Blvd. Tampa FL 33610` Date:. October 2,2018 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MtrEKREFERANCE PAGE MIF7473 rev. 10/03/2015 BEFORE USE MMM Design valld for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, notaw l* 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 tViiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, seeANSUIPII CualIfy Cdteda, DSB-89 and SCSI BuUding Component 6904 Parke East Blvd. Safety Intanna/lonavailabie from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225672 1545897 VM4 Valley 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MI I ek Industries, Inc. I ue Uct 2 Ub:38:13 2018 Fjage 1 I D:?6AvRgxggpeGNgrDFwBkRJyXsSe-YlwdLbKihDaQd LS3?aTOoEJ EoCf?MERdgHnnJ kyXXVO 2x4 !.';- 2x4 II Scale=1:12.8 LOADING (psf) SPACING- 2-0-0 cSL DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=87/3-11-8, 3=-1/3-11-8, 4=-1/3-11-8, 5=218/3-11-8 Max Harz 1=94(LC 12) Max Uplift 1=-7(LC 12), 3=-1(LC 1), 4=-2(LC 3), 5=-133(LC 12) Max Grav 1=87(LC 1), 3=1(LC 12), 5=218(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=204/343 NOTES- (7) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widewil,`®11 1 11aP j� ther members. 5 Bea ng ait t ointtse3 coiom ns ders chord a al el to grain value using ANSI/fPI 1 angle to rain formula. Building designer should verify�,, jER P 9 1 O P 9 9 9 9 9 9 ....• / capacity of bearing surface. w� �p;•• G E N S •: ytjj �s�� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4 except �� �;� 4$. i a. (jt=lb) 5=133. 14* • 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any No 22839 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Walter h. Finn PE,No.22839 MfTekUSA, Inc: FL.Cert 6634 6904 Parke Easf Blvd. Tampa•FL 33610 Date: October 2,2018 0 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312016 BEFORE USE Design valid for use only with MITeW connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate This design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT�k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUMII AualHyCrgedd, DS8-89 and BC51 Building Component 6904 Parke East Blvd. SafetyMHnaBonavallable from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandda, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T15225673 1545897 VM6 Valley 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MI I eK industries, Inc. I ue Uct 2 06:35:14 2U15 Page 1 ID?6AvRgxg9peGNqrDFwBkRJyXsSe-OVU?ZxKKSXiHEV1 FYH_dKSsJsbzR5fom3xXKsAyXXVN 5-0-1 0-11-16 Scale=1:18.4 2x4 i 3x6 II LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:21 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=157/5-11-8, 3=-100/5-11-8, 4=-30/5-11-8, 5=456/5-11-8 Max Harz 1=150(LC 12) Max Uplift 1=-22(1_C 12), 3= 100(LC 1), 4=-59(LC 3), 5= 279(LC 12) Max Grav 1=157(LC 1), 3=88(LC 12), 5=456(LC 1) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-421/703 NOTES- (7) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. Il; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `'���„��$�,� will fit between the bottom chord and any other members. %j !JP 5) Bearing atjoint(s) 3 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify ,01���ER `�� •.+•• capacity of bearing surface. ,� G' E S 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=Ib) �� • ; �;� S�C`'••�•• 3=100, 5=279. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any No 2983.9 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. s r � � �O•. T E OF '•a ���',�� ,�C •O R , Q P, � \ ,,ems• WafterP. Finn PE,No22839 Mrrek USA, Inc. FL Geri 6634 6904-Parke East 8hrd. Tampa'FL 33610 Date: October 2,2018 ® WARNING. V lily design parameters and READ NOTES ON THIS AND INCLUDED WEEK REFERANCE PAGE MIP7473 rev, 10103/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not � a truss system. Before use, the building designer must vetl/y 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. Additlonai temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery. erection and bracing of trusses and truss systems. seeANSI/IPII Qualify ClBerla, DSB-89 and BCSI Sufld/ng Component 6904 Parke East Blvd. Safety /nformaBonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply T15225674 1545897 VM8 Valley 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.220 s Sep 24 2018 MiTek Industries, Inc. Tue Oct 2 06:38:14 2018 Page 1 I D.?6AvRgxg9peGNqrDFwBkRJyXsSe-OVU?ZxKKSXi HEV 1 FYH_dKSsFW btU5esm3xXKsAyXXV N 7-0-2 8-0-0 7-0-2 0-11-14 v 0 0 5 4 3x4 i 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Scale=1:22.6 PLATES GRIP MT20 244/190 Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-11-8. (lb) - Max Horz 1=206(LC 12) Max Uplift All uplift 100 lb or less at joint(s) i except 3=-226(LC 1), 4=-154(LC 3), 5=-483(LC 12) Max Grav All reactions 250lb or less at joint(s)1, 3, 4 except 5=788(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 282/147 WEBS 2-5=-612/954 NOTES- (7) 1) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft Cat. Ii; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Qt=lb) 3=22614=154, 5=483. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 'ISR. ®P, F q�0I�s 40 Vv • ,G:E:Ns' ••V't� ale. .ems • •�. F ,4P No 22839lp ....�0 1�.` N � �r1110* WalterP. Finn Pt No.22839 MrrekUSA; Inc. FL,Geft6634 8904 Pattie EasfBbd.,Tampa FL 33610 Date: October 2,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, 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. Addittonal temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and Truss systems, seeANSWI1 QualByCdtedrl DSB-89 and BCSI BuIlding Component 6904 Parke East Blvd. Safety lntormallonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3�4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-1/0 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. 'Plate location details available in MiTek20120 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. IndustryStandards: 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. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 0 of O U a_ O 5 JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE ►DENTFIED 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 MW W1 181 MiTek 0 MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber 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 purlins provided at spacing indicated on design. 14, Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is Installed, unless otherwise noted. 15, Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.