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HomeMy WebLinkAboutTruss`S Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. iTek a RED J31190 -Custom Information: omer Info: Richard Friedrich 3,ss: TBD, . St. Lucie County Project Name: Friedrich Res. Model: . Subdivision: . State: FL. MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Address and License # of Structural Engineer of Record, If there is one, for the building. License #: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 36 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name Date No. I Seal# I Truss Name Date 1 T12261558 1 A01 G 10/13/17 118 1 T12261575 F61 10/13/17 121 1 T12261559 1 A02 1 10/13/17 119 1 T12261576 1 FG2 1 10/13/17 1 3' I T12261560 1 A03 1 10/13/17 120 1 T12261577 1 FL1 1 10/13/17 1 4' 1 T1 2261561 1 A04 1 10/13/17 121 I T12261578 1 FL2 1 10/13/17 1 5' 1 T12261562 1 A05 1 10/13/17 122 1 T122615791 MV2 1 10/13/17 1 6' 1 T12261563 1 A06 1 10/13/17 123 1 T12261580 1 MV4 1 10/13/17 17' 1 T1 2261564 1 A07 10/13/17'124 1 T12261581 1--CJ1 1 10/13/17 8 I T12261565 1 A08 1 10/13/17 125 1 T12261582 1—CJ3 1 10/13/17 191 1 T12261566 1 A09 1 10/13/17 126 1 T12261583 1 —CJ3S 1 10/13/17 1 10 I T12261567 1 Al 1 10/13/17 127 1 T12261584 1 —CJ5 1 10/13/17 1111 1 T12261568 1 B01 G 1 10/13/17 128 1 T12261585 1 —CJ5S 1 10/13/17 112 1 T12261569 1 B02 1 10/13/17 129 1 T12261586 1 —EJ7 1 10/13/17 113 1 T12261570 1 B03 1 10/13/17130 1 T122615871 —ERA 1 10/13/17 114 I T12261571 1 B04 1 10/13/17 131 1 T1 2261588 1 —ERS 1 10/13/17 1 T5 1 T12261572 1 B05 1 10/13/17132 1 T1 2261589 1 -EJ7S1 1 10/13/17 1 116 1 T12261573 1 B06 1 10/13/17 133 1 T12261590 1 —HJ1 1 10/13/17 117 1 T12261574 1 B07 1 10/13/17134 1 T12261591 1 —HJ7 1 10/13/17 � The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Velez, Joaquin 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 jurisdictions) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. 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. o♦♦♦°`° U IN �♦ .... ENs o 68182 — ��•. STATE OF •� •. A, Jo quin Ve ez PE No.68182 M k USA, nc. FL Cert6634 690 Parke ast Blvd. Tampa FL 33610 Date. October 13,2017 Velez, Joaquin 1 of 2 : J31190 -Custom Site Information: Customer Info: Richard Friedrich Lot/Block: . Address: TBD, . City: St. Lucie County Project Name: Friedrich Res. Model: . Subdivision: . No. Seal# I Truss Name I Date 35 T12261592 1 -HJ7A 10/13/17 36 I T12261593 1 -HJ7S 1 10/13/17 1 State: FL. 2of2 4ob a Truss Truss Type Qty Ply Custom T12261558 J31190 I A01G Hip Girder 1 2 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.13u s Sep 1b zu17 MI I elc moustnes, Inc. hn Vet 13 1 u:38:3z zul / Pagel I D:nvS6oj Ehg42mnYNYw9MaNSzungO-bX14QoFTRz19vm5mwRDMFZi gFbu5aXkXdcxZWsyTry5 oat . oat Scale = 1:74.4 4.00 12 3x4 d 22 3x6 = 2x4 II i 5x8 = 4x8 = 4x4 = 16 =2x4 II 3x4 = 5x6 = 5x8 = 3 29 4 30 31 5 32 33 6 734 35 36 837 38 399 40 41 10 4x8 11 Ah ,2 19 N 44 45 18 46 47 48 17 16 49 50 51 15 52 53 14 o d 21 20 43 Sx6 = 5x10 = 13 42 3x10 = 4x6 = 3x4 = 5x6 = 4x4 = 5x12 = 3x4 = 3x6 — 2.00 12 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.36 15-17 >991 240 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.45 15717 >806 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.59 Horz(TL) 0.07 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* 11-13,4-20: 2x8 SP No.2 REACTIONS. (lb/size) 20=2968/0-8-0, 13=1140/0-8-0, 22=-504/0-8-0 Max Horz 22=71(LC 7) Max Uplift 20=2440(LC 8), 13=925(LC 8), 22=733(LC 18) Max Grav 20=3187(LC 36), 13=1209(LC 38), 22=513(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=308/261, 2-3=-1502/1916, 3-4=2835/3756, 4-5=109711498, 5-7=-1791/1470, 7-8=1791/1470, 8-9=-3444/2749, 9-10=-3653/2863, 10-11=2432/1774, 11-12=-287/271 BOTiCHORD 1-22=219/296, 21-22=244/296, 20-21 =1 783/1511, 19-20=-3966/3156, 18-19=-1392/1147, 17-18=-2595/3431, 15-17=-2708/3637, 14-15=1549/2276, 13-14=627/579,12-13=-227/277 WEBS 3-21=-217/619, 5-19=-1289/1142, 5-18=-2577/3315, 7-18=-342/412, 8-1 8=-1 73011338, 8-17=-2/273, 9-15=-343/400, 10-15=1240/1562, 10-14=-100/263, 11-14=-2051/2808, 11-13=-1114/938, 2-22=-448/778, 2-21=-1633/1265, 4-20=-1100/976, 3-20=2522/1759, 4-19=-1958/2519 PLATES GRIP MT20 244/190 Weight: 417 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 7-11-11 oc bracing: 17-18 7-9-6 oc bracing: 15-17 10-0-0 oc bracing: 14-15. 1) 2=ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; 8=45ft; L=43ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live -load nonconcurrent with any other live loads. 8) r This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 2440 lb uplift at joint 20, 925 lb uplift at l oint 13 and 733 lb uplift at joint 22. 30l tinued on Daae 2 AWARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. • Design valid for use only with MlTekS connectors. This design Is based only upon parameters shown, 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" Ialways required for stability and to prevent collapse with possible personal Injury and properly, damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 4 job Truss Truss Type Qty Ply Custom T12261558 J31190 I A01G Hip Girder 1 2 Job Reference o tional East Coat Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Oct 13 10:38:32 2017 Page 2 I D:nvS6ojEhg42mnYNYw9MaN SzungO-bX14QoFTRz19vm5mwRDM FZigFbu5aXkXdcxZWsyTry5 NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 134 lb up at 7-0-1, 55 lb down and 131 lb up at 9-0-112, 55 lb down and 131 lb up at 10-5-4, 110 lb down and 65 lb up at 13-2-12, 101 lb down and 109 lb up at 15-0-12, 101 lb down and 109 lb up at 17-0-12, 101 lb down) and 109 lb up at 19-0-12, 101 lb down and 109 lb up at 21-0-12, 101 lb down and 109 lb up at 22-3-4, 101 lb down and 109 lb up at 24-3-4, 101 lb down and 109 lb up tat 26-3-4, 101 Ito down and 109 lb up at 28-3-4, 101 lb down and 109 lb up at 30-3-4, 101 lb down and 109 lb up at 32-3-4, and 101 lb down and 109 lb up at 34-", and 101 lb down and 113 lb up at 36.4-1 on top chord, and 343 lb down and 81 lb up at 7-0-0, 43 lb down at 9-0-12, 31 lb down and 31 lb up at 13-2-12, 43 lb down at 15-3-6, 43 lb down at 17-0-12, 43 lb down at 19-0-12, 43 lb down at 21-0-12, 43 lb down at 22-3-4, 43 lb down at 24-3-4, 43 lb down at 26-3-4, 43 lb down at 28-34, 43 lb down at 30-3-4, 43 lb down at 32-3-4, and 43 lb down at 34-3-4, and 195 lb down and 82 lb up at 36-0-12 on bottom chord. The design/selection of such connlection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead 14 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-10=-54, 10-12=-54, 20-23=-20, 19-20=-20, 14-19=-20, 13-14=-20, 13-26=20 Concentrated Loads (lb) Vert: 3=41(1`) 6=22(F) 10=-22(F) 19=2(F) 21=11(F) 14=45(F) 4=-41(F) 29=41(F) 31=-5(F) 32=22(F) 33=-22(F) 34=-22(F) 35=22(F) 36=22(F) 37=-22(F) 38=22(F) 39=22(F) 40=22(F) 41=22(F) 42=-13(F) 43=-23(F) 44=2(F) 45=-2(F) 46=-2(F) 47=2(F) 48=-2(F) 49=2(F) 50=2(F) 51=2(F) 52=-2(F) 53=-2(F) ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 tot truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design Into the overall ■ building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Truss Truss Type Qty, Ply Custom ' T12261559 J31190 A02 Hip 1 1 Job Reference (optional) Last coast I cuss, t-t. Fierce, rL - a4a4b, ate, 0-0-1 a. i au s aep -10 to -I I mt t eK InOU5R1e5, Inc. rn uct -i i _i uao:aj wit rage -I I D:nvS6ojEhg42mnYNYw9MaNSzu ngO-3j sSe8F5CHQO WwgzU91 b on Ew17DEJvq hsGh63JyTry4 4.00 F12 5x8 = 4x12 = 3x8 = 3x6 = 3x4 = 2x4 II 5x8 = 4 529 6 73031 8 9 32 10 y A c 22 21 20 3I = 3x4 = 5x10 = 3x4 = 2.00 12 J 3x8 = 3x6 = 3x8 = Scale=1:74.4 r>r 13 I� lY bx6 — CS 14 54 = 3x6 = I 10-8-1 2-0-1 0-0-0 6-8-0 1-0-0 6-5-8 &16-0 SE-8 5-&8 0- A 6-0-0 ;! Plate Offsets (X,Y)— [4:0-5-4,0-2-81,[5:0-5-8,0-2-01,[6:0-3-8 0-1-81,[10:0-5-4,0-2-81,[18:0-3-8,0-1-81,[20:0-3-0,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 1 20.0 Plate Grip DOL 1.25 TIC 0.89 Vert(LL) 0.38 16-18 >942 240 MT20 244/190 TCDL 1 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.54 16-18 >662 180 BCLL' 0.0 ' Rep Stress Incr YES WB 0.92 Horz(TL) 0.10 14 n/a n/a BCDLJ 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 214 lb FT = 0% TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 `Except* 1 5.20 12-14: 2x6 SP No 2 BRACING - TOP CHORD BOTCHORD WEBS REACTIONS. (lb/size) 20=2597/0-8-0, 14=1058/0-8-0, 22=-447/0-8-0 Max Horz 22=91(LC 7) Max Uplift 20=1769(LC 8), 14=735(LC 8), 22=-706(LC 18) Max Grav1,20=2597(LC 1), 14=1060(LC 18), 22=297(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPICHORD 1-2=349/213, 2-3=-313/248, 3-4=-1372/2115, 4-5=-1597/2505, 5-6=-173/258, 6-8=1707/1238, 8-9=-2405/1723, 9-10=-2405/1723, 10-11 =-1 96211356, 11-12=-318/394, 12-13=-331/350 Structural wood sheathing directly applied. Rigid ceiling directly applied. 1 Row at midpt 5-19 M7ek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. BOTICHORD 1-22=-200/355, 21-22=-1220/794, 20-21=1985/1439, 19-20=-2631/1885, 18-19=-184/253, 1 16-18=-1040/1707, 15-16=-1127/1859, 14-15=-884/1332, 13-14=-313/320 WEBS 3-21=-921/688, 4-21 =-1 68/363, 4-20=-11791738, 5-20=-1076/813, 5-19=-1632/2427, 6-19=-995/811, 10-15=-33/257, 6-1 8=-1 343/1982, 8-18=-532/472, 8-16=-515/746, 9-16=-324/348,10-16=-460/673,11-15=-335/606,11-14=1952/1386,3-22=-549/1373 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=43ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 1769 lb uplift at joint 20, 735 lb uplift at joint 14 and 706 lb uplift at joint 22. 8) I his truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 Indiv ilual'building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ■ I building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIM111 Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 gob Truss Truss Type Qty, Ply Custom T12261560 J31190 i A03 Hip 1 1 Job Reference (optional) East Coat Truss, Ft. Pierce, FL - 34946, 0-0-1 1 0-0-1 5x8 M18SHS = 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Oct 13 10:38:34 2017 Page 1 ID:nvS6ojEhg42mnYNYw9MaNSzungO-XvQgrTGjzaYt84E9lsGgK n9kPVY2LWg4vQgblyTry3 4.OD 12 3x6 = 2x4 II 3x6 = 3x4 = 5x8 = I 4 5 6 2526 7 8 9 18 17 _... _.._ 3z6 = 3x4 = 5x8 = 2.00 12 Scale = 1:74.4 L 12 I� � 1 d 13 5,6 = 3x6 = LOADING (psf) TCLL 20.0 TCDL7.0 BCLL' 0.0 BCDL' 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.64 BC 0.72 WB 0.96 Matrix -AS DEFL. in (loc) Vdefl L/d Vert(LL) 0.29 14-15 >999 240 Vert(TL) -0.50 13-14 >722 180 Horz(TL) 0.14 13 n/a n/a PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 209 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 "Except* WEBS 1 Row at midpt 8-16 11-13: 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer [Installation guide. REACTIONS. (lb/size) 17=2549/0-8-0, 13=1066/0-8-0, 18=-407/0-8-0 Max Horz 18=111(LC 7) Max Uplift 17=1740(LC 8), 13=740(LC 8), 18=-665(LC 18) Max Grav 17=2549(LC 1), 13=1070(LC 18), 18=262(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPICHORD 1-2=378/199, 2-3=-330/244, 3-4=-1459/2235, 4-5=-1251/1991, 5-6=-627/460, 6-8=646/480, 8-9=-2019/1447, 9-10=-2079/1404, 10-11=253/256, 11-12=-268/193 BOTI CHORD 1-1 8=-1 891381, 17-18=-1411/886, 16-17=-842/675, 15-16=-1206/2019, 14-15=1141/1960, 13-14=-1079/1602, 12-13=-158/252 WEBS 3-17=-883/714, 4-17=-961/745, 5-17=-156311087, 5-16=-1011/1617, 6-16=-299/316, 8-16=-1463/1023, 9-14=-115/399, 10-14=196/492, 10-13=-2038/1487, 11-13=212/267, 3-18=-587/1529 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuK=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=43ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1740 lb uplift at joint 17, 740 lb uplift at joint 13 and 665 lb uplift at joint 18. 9) his truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 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 I a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVWI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 dob , Truss Type oty Ply T12261561 J31190 � [russ 04 Hip 1 1 �custom Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, ts.i 3u s Sep io zui f mt i eK mausmes, inc. rn uci i a iu:so:ao zus / rage -i ID:nvS6ojEhg42mnYNYw9MaNSzungO-?6_D3pHLkugkmEpLbZn3tCKKDpp2ngizJZAD7ByTry2 oat 0-0.1 Scale = 1:74.4 3x4 = 5x5 = 2x4 II 3x6 = 5x5 = 4.00 12 3x4 = 3x4 % 5 6 7 27 8 9 10 20 19 18 3x8 - 3x6 = 3x4 = 5x8 2.00 12 5x5 14 6x6 = 3x6 = N r 13 IC5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.26 16 >999 240 MT20 244/190 TCDL I 7.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.71 16-17 >504 180 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.13 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 217 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 `Except` MiTek recommends that Stabilizers and required cross bracing 12-14: 2x6 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 19=2502/0-8-0, 14=1075/0-8-0. 20=-370/0-8-0 Max Horz 20=131(LC 7) Max Uplift 19=1698(LC 8), 14=748(LC 8), 20=-618(LC 18) Max Grav 19=2502(LC 1), 14=1078(LC 18), 20=220(LC 5) I' FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=376/174, 2-3=-325/215, 3-4=-1354/2129, 4-5=-620/1092, 5-6=-582/1043, 1 6-7=11051797, 7-9=1117/811, 9-1 0=-1 895/1348, 10-11 =2025/1364,11-12=-2020/1388 BOT CHORD 1-20=1651377, 19-20=-12931818, 18-19=2084/1525, 16-17=-1025/1725, 15-16=-1208/1898,14-15=-338/310 WEBS 3-19=-866/666, 4-19=-1779/1260, 4-18=-1005/1592, 5-18=-468/329, 6-18=-1388/986, I 6-17=-816/1367, 9-17=-707/575, 9-16=-44/258, 10-16=-159/392, 11-15=-280/277, 12-15=-1436/2191, 12-14=956/754, 3-20=-516/1429 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=43ft; eave=5ft; Cat. I];! Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom Chord in 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 1698 lb uplift at joint 19, 748 lb uplift at joint 14 and 618 lb uplift at joint 20. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 property Incorporate this design Into the overall p building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 b . , Truss Truss Type City, Ply Custom T12261562 1190 rJ3 A05 Hip 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 4.00 12 5x5 = 4x4 3x6 6 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Oct 13 10:38:36 2017 Page 1 I D:nvS 6oj Ehg42mnYNYw9MaNSzu nqO-TIYbG91zVCobNOOY9Hl I QPsTtCC3 WI47YDvnfdyTry1 3x4 = 3x4 = 3x6 = 5x5 = 7 23 8 9 10 Scale = 1:72.6 4 5 4x8 11 4x4 2x4 II 3 4x4 II us 2 0 12 16 d 15 d 1 5x6 — N 5x8 = 14 17 2x4 II a 19 •18 3x8 = 13 3x4 = 5x8 = 5x5 = 3x6 = 2.00 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 11defi Ud PLATES GRIP TCLL i 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.31 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.49 14-15 >746 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Horz(TL) 0.17 13 n/a n/a BCDL, 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 212 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. _ WEBS 2x4 SP No.3 WEBS 1 Row at midpt 11-13 i MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 18=2521/0-8-0, 13=891/0-8-0, 19=364/0-8-0 Max Horz 19=193(LC 7) Max Uplift 18=1699(LC 8), 13=624(LC 8), 19=-597(LC 18) Max Grav 18=2521(LC 1), 13=891(LC 1), 19=241(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPICHORD 1-2=372/166, 2-3=-318/207, 3-4=-1314/2111, 4-6=-180/453, 6-7=-142/424, 7-8=1403/1052, 8-1 0=-1 847/1360, 10-11 =-1 989/1370, 11-12=-450/387, 12-13=-310/305 BOTCHORD 1-1 9=-1 58/372, 18-19=-12611799, 17-18=2068/1484, 16-17=-208/510, 15-16=747/1428, 1 14-15=-1518/2341. 13-14=-1509/2345 WEBS 3-18=-851/641, 4-18=-t794/1285, 4-17=-1191/1907, 6-17=-337/269, 7-17=-1270/891, 7-16=-710/1192, 8-16=-498/435, 8-15=-334/492, 10-15=-118/361, 11-15=485/468, 11-14=0/270, 3-19=-527/1399, 11-13=-2127/1370 I NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=22ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) : This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1699 lb uplift at joint 18, 624 lb uplift at joint 13 and 597 lb uplift at joint 19. 9) F his truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum pheetrock be applied directly to the bottom chord. © WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11•7473 rev. 10/07/2016 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 properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSV1Pn Quality Criteria, DSB-09 and SCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 fob , Truss Truss Type Qty Ply Custom T12261563 J31190 A06 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Oct 13 10:38:38 2017 Page 1 1 ID:nvS6ojEhg42mnYNYw9MaNSzungO-QgfLhrJElp2JdhYwGiKmVgxnCOtb AnQ?XOtkWyTry? N d! Scale = 1:72.5 4.00 12 5x5 = 5x8 = 3x4 = 4x4 6 22 723 8 4x6 3x4 = 5x8 = 5x5 = 3x6 = Zoo 12 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014frP12007 CSI. TC 0.80 BC 0.71 WB 0.94 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) 0.34 13-14 >999 240 Vert(TL) -0.56 13-14 >650 180 Horz(TL) 0.19 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 213 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-16, 10-12 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 17=2420/0-8-0, 12=913/0-8-0, 18=-284/0-8-0 Max Horz 18=213(LC 7) Max Uplift 17=1630(1_C 8), 12=638(LC 8), 18=-501(LC 18) Max Grav 17=2420(LC 1), 12=913(LC 1), 18=176(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPICHORD 1-2=357/154, 2-3=296/189, 3-4=-1164/1896, 4-6=351/240, 6-7=-269/277, 7-8=1576/1155, 8-1 0=-1 832/1245. 10-11=-529/452, 11-12=-354/349 BOMCHORD 1- 1 8=-1 44/355, 17-18=-1105/724, 16-17=1857/1333, 15-16=-465/989, 14-15=887/1697, 13-14=-1588/2464, 12-13=-1579/2471 WEBS 3-17=757/563, 4-17=-1735/1273, 4-16=-1307/2122, 8-14=-337/571, 10-14=-760/692, i 10-13=0/315, 10-12=-2172/1380, 3-18=-435/1229, 8-15=357/294, 7-16=-1172/784, 7-15=-456/846 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=22ft; B=45ft; L=41ft; eave=5ft; Cat. III; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenfwith any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1630 lb uplift at joint 17, 638 lb uplift at joint 12 and 501 lb uplift at joint 18. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chard and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,&WARNING - Verlly design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11.7473 rev. 10/02/2015 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 WOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sude 312, Alexandria, VA 22314. Tampa, FL 36610 Job uss Truss Type City Ply Custom J, T12261564 J31190 [A'07 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Oct 13 10:38:39 2017 Page 1 I D:nvS6ojEhg42mnYNYw9MaNSzungO-utDjuBKso7AAEr77gPr?11 U?FQCSjirZEB8RGyyTry_ 1 3x6 = 17 3x4 = 4.00 12 5x5 = 5x5 = t 21 8 16 6x8 = 2.00 12 Scale=1:72.6 12 5x5 = V 1b Id LOADING (psf) TCLL 1 20.0 TCDL- 7.0 BCLL 1 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.59 BC 0.74 WB 0.59 Matrix -AS DEFL. in (loc) Vdefl Ud Vert(LL) 0.30 13-14 >999 240 Vert(TL) -0.52 13-14 >698 180 Horz(TL) 0.19 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 213 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-16, 10-12, 8-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=2393/0-8-0, 12=919/0-8-0, 17=-263/0-8-0 I Max Horz 17=233(LC 7) Max Uplift 16=1629(LC 8), 12=639(LC 8), 17=-453(LC 18) Max Grav 16=2393(LC 1), 12=919(LC 1). 17=153(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=359/167, 2-3=-304/204, 3-4=-1184/1855, 4-6=-1079/1850, 6-7=-557/473, 7-8=494/487, 8-9=1701/1165, 9-10=-2468/1687, 10-11=395/305, 11-12=-275/258 BOTICHORD 1-1 7=-1 57/360, 16-17=-10281709, 15-16=448/394, 14-15=-574/1266, 13-14=-1312/2161, j 12-13=-1545/2331 WEBS 3-16=-767/606, 4-16=-284/332, 6-16=-2141/1423, 6-15=598/1099, 8-14=555/998, 9-14=-619/600, 9-13=-109/368, 10-12=-2178/1496, 3-17=412/1136, 8-1 5=-1 048/677 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) VII'ind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=41ft; eave=5ft; Cat. Ili Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify cepacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1629 lb uplift at joint 16, 639 lb uplift at joint 12 and 453 lb uplift at joint 17. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum §Iheetrock be applied directly to the bottom chord. ©WARNING - Verify design paremeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7477 rev. 1010312015 BEFORE USE. Design valid for use only with WWI) connectors. This design is based only upon parameters shown, and Is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ■■���� 1 building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 aob Truss Type Qty, Ply Custom [russ T12261565 J31190 08 Roof Special Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 NITek Industries, Inc. Fn UCt 13 10:38:40 2017 Page 1 ID:nvS6ojEhg42mnYNYw9MaNSzungO-M3n66XLUZQlls?IJ07NEaF198ga3S52jTrt nPyTrxz 2k1 40.1 494-2 i 5-0-1 148.1 15-10.1 21 2:1 22-0-1r 26-11-6 31512 _ 3E2-1 4081 p2-2-1 459-1 47-0-1 49-0-1 1 3-0.0 5-0-0 T-2-0 5-2-0 -0-0 47S 47S 4-75 4E0 1-0-0 3-7-0 3-0 2-0-0 0-0-1 o-o-iScale=1:88.0 2-4-0 4.00 12 5x5 = 5x5 = 7 8 32 25 24 3x8 = 4x6 = 3x6 = 5x8 = 2.00 12 3x6 = 18 17 16 5x8 = 2x4 114-"6 4x6 = 2-4-1 42-2-1 49-4-1 2-0.1 8-0.0 040 5-2-0 5-2-0 -0-0 3-0-0 53-0 53-0 4E-0 4-10-0 0-0-0 0 4-0 1-2-0 2-0-0 Plate Offsets (X,Y)— [12:0-3-8,0-1-8), [13:0-5-4,0-2-81, [18:0-2-12,0-3-01, [24:0-2-8,0-3-Oj LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL! 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.12 24-25 >855 240 MT20 2441190 TCDL; 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.29 24-25 >345 180 BCLL' 0.0 Rep Stress Incr NO WB 0.89 Horz(TL) 0.07 18 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 268 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-6.11 cc bracing. WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0. i (lb) - Max Horz 25=229(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 24=1298(LC 32). 18=-1432(LC 8), 25=-153(LC 25), 16=313(LC 16) Max Grav All reactions 250 lb or less at joints) 25,16 except 24=1873(LC 21), 18=2006(LC 37) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPICHORD 1-2=345/111, 2-3=-286/144, 3-4=-731/1157, 4-6=-325/248, 6-7=-329/375, 7-8=754/668, 8-9=-1373/1019, 9-1 0=-1 437/1084, 10-11=1511/1067, 12-13=-974/1586, 13-14=-952/1258 BOT CHORD 1-25=-102/344, 24-25=-593/410, 23-24=-1134/915, 22-23=-175/693, 21-22=-233/798, 20-21=-688/1379, 18-19=-1669/1191, 17-18=1145/1015 WEBS 4-24=-1381/1037, 4-23=-935/1478, 6-23=298/356, 7-23=721/365, 8-22=420/251, 8-21=-537/806, 9-21=-273/331, 10-20=-243/292, 11-20=-742/1222, 11-19=-872/684, 12-19=-1252/1874,12-18=-892/665,13-18=1068/672,13.17=-129/456,3-24=573/470, 3-25=-78/622, 7-22=214/514, 14-17=-1054/863, 14-16=-122/321 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu@=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=22ft; B=45ft; L=49ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) I This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide iNjll fit between the bottom chord and any other members. 7) r rovide mechanical connection (by others) of truss to bearing plate capable of withstanding 1298 lb uplift at joint 24, 1432 lb uplift at int 18, 153 lb uplift at joint 25 and 313 lb uplift at joint 16. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 165 lb down and 276 lb up at 42-2-1 on top chord, and 333 lb down and 85 lb up at 42-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Iln the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 'ontinued on page 2 I ®WARNING - Verify, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web end/or chord members only. Additional temporary and permanent bracing M iTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Safety Information delivery, fromon and Truss Plate Institute, tute, 218 N. Lee of trusses and Street, Suite 312, Alexa ddstems, see a VA223314Iity Criteria, DSB-89 and SCSI Building Component Tamp Parke East Blvd. Tampa, FL 36610 Qob 1 , Truss Truss Type Qty Ply Custom T12261565 J31190 I A08 Roof Special Girder 1 1 I Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, t1.13U s Sep 1 b ZU1 I MI I eK maustries, Inc. Fn UCt 13 1U:3t$:4U ZU1 I Page Z ID:nvS6ojEhg42mnYNYw9MaNSzungO-M3n66XLUZQlls7iJO7NEaF198ga3S52jTrtnPyTD¢ LOAD C SE(S) Standard _ 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=54, 7-8=-54, 8-11=54, 11-13=54, 13-15=54, 24-29=20, 21-24=20, 18-21=-20, 18-26=-20 Concentrated Loads (lb) Vert: 13=68(F) 17=-7(F) AWARNING • Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 i+'��, building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" I is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricalfon. storage, delivery. erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. I Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 4 ab Truss Truss Type Qty Ply Custom T12261566 J31190 A09 Roof Special 7 1 � Job Reference o tional East Goast I russ, m. Pierce, t-L - 349415, a.73V SOUP 10 Lu r r ivil I CR rnu.ibuiub, rnu. rlr vut FO W.ao.Y r — r r rag0 1 ID:nvS6ojEhg42mnYNYw9MaNSzungO-gFLUJtM6KkQuU9HVyquT7SZMBDt8BcNshVdXKryTrxy 2-4-1 0-0-1 494-2 5-4-1 10:8-1 162-1 21-8-1 2&3-11 3411-0 41-0-1 47-0-1 %J 1 3-0-0 5-0-0 5S0 5la(1 6-7-10 67-10 6-0-13 SA-0 2-0-0 0-0-1 03Gale = 1:88.0 2-4-0 4.00 12 5x5 = 19 18 3x6 3x6 = 14 13 4x6 _ 3x6 = 6x8 = Zoo 12 6x6 3x6 = 4x6 = 2-4-1 494-1 2-0-1 8-0-0 7-0-0 7-6-0 933 _SA-13 04-0 6-0-0 0-0-0 - 2-0-0 Plate Offsets (X Y)— 19:0-5-4 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL ' 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.24 15-16 >999 240 MT20, 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.67 15-16 >538 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(TL) 0.13 14 n/a n/a BCDL; 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 248lb FT=0% TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 i REACTIONS. All bearings 0-8-0. BRACING - TOP CHORD BOT CHORD WEBS (lb) - Max Horz 19=235(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 18=1297(LC 8), 14=1326(LC 8), 19=169(LC 18), 13=-267(LC 16) Max Grav All reactions 250 lb or less atjoint(s) 19, 13 except 18=1892(LC 1), 14=1949(LC 1) i FORCES. (lb) -Max. CompdMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=337/127, 2-3=-276/157, 3-4=-734/1184, 4-6=-618/1193, 6-7=-513/486, 7-8=13491951, 8-9=729/620, 9-10=886/1471, 10-11=-194/283, 11-12=-254/254 BOTICHORD 1-1 9=-1 15/335. 18-19=624/420, 17-18=-106/332, 16-17=189/701, 15-16=-777/1402, 14-15=-344/700, 13-14=1249/892 WEBS 3-18=-562/461, 4-18=-313/369, 6-1 8=-1 827/1172, 6-17=-179/530, 7-17=-471/284, 7-16=-475/842, 8-16=-250/373, 8-15=-849/506, 9-1 5=1 33/536, 9-14=2396/1567, 10-14=-910/722, 3-19=-99/636, 11-13=219/307, 10-13=776/1143 Structural wood sheathing directly applied. Rigid ceiling directly applied. 1 Row at midpt 6-18, 8-15, 9-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu@=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf,, BCDL=3.Opsf; h=22ft; B=45ft; L=49ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) '(This truss has been designed fora live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1297 lb uplift at joint 18, 1326 lb uplift at joint 14, 169 lb uplift at joint 19 and 267 lb, uplift at joint 13. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 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 WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB419 and BCSI Building Component 6904 Parke Fast Blvd. SafetyInfomtatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 }lob Truss Truss Type Qty Ply Custom T12261567 J31190 A10 Roof Special 1 1 I Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Oct 13 10:38:42 2017 Page 1 ID:nvS6ojEhg42mnYNYwgMaNSzungb-ISvsXDMk52Yl6JshVYPifg6X_dDlw Z7w9M5sHyTrxx 2-4-1 0-0-1 5-41 10-6-1 162-1 21-8-1 28311 34-114 41-0-1 47-0-1 1 3-0-0 5-0-0 56-0 5&-0 6-7-10 6-7-106-0-0 0-0-1 Scale = 1:84.8 2-4-0 18 17 4.00 12 5x5 = US 12 4x6 = 3x6 = 6x8 = 2.00 12 6x6 — US = 2-4-1 i -0-1 ! 1 i2543-1 3411-0 40A-1 41i0N 47-4-1 i 2-0-1 8-0.0 040 7S0 7E0 933 5-8.13 0-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL- 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.25 14-15 >999 240 MT20 244/190 TCDD 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.68 14-15 >532 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.96 Horz(TL) 0.13 13 n/a n/a BCDL 10.0 Code FBC2014frPI2007 Matrix -AS Weight: 242 lb FT = O% LUMBER- BRACING - TOP 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. CHORD BOT CHORD 2x4-SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-17. 9-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0. (lb) - Max Horz 18=266(LC 7) Max Uplift All uplift 100 lb or less atjoint(s) except 17=1309(LC 8), 13=-1329(LC 8), 12=-366(LC 1), 18=-175(LC 18) Max Grav All reactions 250 lb or less atjoint(s) 12,18 except 17=1905(LC 1), 13=1951(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=338/128, 2-3=-277/158, 3-4=-751/1200, 4-6=-635/1210, 6-7=-512/483, 7-8=1365/963, 8-9=791/660, 9-10=846/1409 BOT CHORD 1-18=-116/337, 17-18=-638/425, 16-17=-127/324, 15-16=198/705, 14-15=801/1425, 1 13-14=-390/758,12-13=1185/842 WEBS 3-17=-567/466, 4-17=-313/369, 6-17=-1843/1187, 6-16=-186/538, 7-16=-480/293, 7-15=-488/859,8-15=-261/380,8-14=-807/480, 9-14=123/521, 9-13=2391/1565, 10-13=-918/736, 10-12=-968/1409, 3-18=127/648 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=22ft; B=45ft; L=47ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 1309 lb uplift at joint 17, 1329 lb uplift at joint 13, 366 lb uplift at joint 12 and 175 lb uplift at joint 18. 8) 1'hjs truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ©WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 101031201E BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 flob ' , Truss Truss Type City Ply Custom T12261568 J31190 �Br),G Hip Girder 2 1 i Job.Reference (optional) East Goast I russ, t-t. Fierce, t-L - 341146, oat -a a 1I 4-6-0 0-a1 4x8 = 4.00 12 3 o. wu s acp ru cu a rvu r en a iuuamaa, a r-va , ID:nvS6ojEhg42mnYNYw9MaNSzungO-Eglcxu07dfpSLc74dyRzBrHRw60yEINTrCwAyTrxv 4-8-9 ' 4-6-13 4-8.9 ' 3x4 = tx4 II 4x8 = 22 23 4 24 25 5 26 27 6 Scale = 1:46.8 — Zo L. JV IL JI 3x4 — 3x6 II 5x5 = 3x4 = 4x4 — 3x8 — 5x5 = 3x6 II 3x4 — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.27 11-13 >999 240 TCDL' 7.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.35 11-13 >796 180 BCLLI 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 i REACTIONS. (lb/size) 15=1231/0-8-0, 9=1243/0-8-0 Max Horz 15=64(LC 7) Max Uplift 15=1088(LC 8), 9=1017(1_C 5) Max Grant 15=1358(LC 39), 9=1361(LC 38) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2178/1465, 3-4=-2909/2193, 4-5=-2910/2210, 5-6=-2910/2210, 6-7=-2187/1529 BOT CHORD 13-14=1265/2063, 11-13=2039/2921, 10-11=-1321/2036 WEBS 3-14=218/327, 3-13=-873/1118, 4-13=-381/426, 5-11=-366/425, 6-11=-829/1086, 6-10=-220/312,2-15=-1254/1051,2-14=-1478/2104,7-10=-1485/2111,7-9=-1258/1001 PLATES GRIP MT20 244/190 Weight: 133 lb FT = 0% Structural wood sheathing directly applied or 3-1-5 oc purlins. Rigid ceiling directly applied or 4-1-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `1This truss has been designed for a live load of 20.Opsf on the bottom chord in 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) P.rovide mechanical connection (by others) of truss to bearing plate capable of withstanding 1088 lb uplift at joint 15 and 1017 lb Uplift at joint 9. 8) F anger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 132 lb up at 7-0-1, 55 lb down and 131 lb up at 9-0-12, 55 lb down and 131 lb up at 11-0-12, 55 lb down and 131 lb up at 13-0-12, 55 lb down and 131 lb up at 14-11-4, 55 lb down and 131 lb up at 16-114, and 55 lb down and 131 lb up at 18-114, and 109 lb down and 260 Ib up at 21-0-1 on top chord, and 343 lb down and 81 lb up at 7-0-0, 43 lb down at 9-0-12, 43 lb down at 11-0-12, 43 lb down at 13-0-12, 43 lb down at 14-114, 43 lb down at 16-11-4, and 43 lb down at 18-11-4, and 343 lb down and 81 lb up at 20-11-4 on Bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In' the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard :ontinued on page 2 ®WARNING - VerW design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. W03/2015 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 MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. I Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Custom , T12261568 J31190 B01G Hip Girder 2 1 i Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Oct 13 10:38:44 2017 Page 2 ID:nvS60jEhg42mnYNYw9MaNSzungO-Eq1 cxuO?dfpSLc?4dyRAk5BrHRw6OyEINTrCwAyTrxv LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=54, 3-6=-54, 6-8=-54, 16-19=-20 Concentrated. Loads (lb) Vert: 3=41(F) 6=62(F) 14=11(F) 10=11(F) 22=-41(F) 23=-41(F) 24=41(F) 25=41(F) 26=-41(F) 27=41(F) 28=13(F) 29=-13(F) 30=13(F) 31=-13(F) 32=13(F) 33=13(F) ®WARNING - Vergy daslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 b Truss Truss Type City Ply Custom T12261569 J31190 B02 Hip 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 0.0.1 r 2-4-1 9-0-1 i b 0- 1 2-4-0 6-8-0 0-0-1 446 = 4.00 12 3 19 _1 0 S.1JU s aep ib zui r MI t ex industries, Inc. t-n L;ct i 3 iu:&%:44 zui r rage i ID:nvS6ojEhg42mnYNYw9MaNSzungO-EglcxuO?dfpSLc?4dyRAk5BuwRv4OxhINTrCwAyTrxv 4.6.0 12-2-0 3x4 = 4x6 4 20 5 Scale=1:46.8 m A A d 3x4 — 1x4 II 4x8 = 4x4 — 4x8 = 1x4 II 3x4 — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL: 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.19 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.51 9-11 >549 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix -AS Weight: 131 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=1037/0-8-0, 8=1036/0-8-0 Max Horz 12=82(LC 7) Max Uplift 12=-833(LC 8), 8=-713(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPICHORD 2-3=1513/1000, 3-4=-1391/1007, 4-5=-1392/1024, 5-6=-1514/1017 BOTICHORD 11-12=-71/262,9-11=-1030/1601 WEBS 3-11=17/274, 4-11=339/263, 4-9=-338/260, 5-9=17/274, 2-12=-943/844, 1 2-11=-809/1236, 6-9=-729/1235, 6-8=-942/778 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=28ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) •This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 833 lb uplift at joint 12 and 713 lb uplift at joint 8. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. i A WARNING - Vadly design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE 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. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricat on, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component in 6904 Parke Fast Blvd. formation nformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ob Truss Truss Type Qty Ply Custom ! T12261570 J31190 B03 ROOF TRUSS 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 2x4 = 3x4 = 1x4 II A nnP-9— 34 5 ts.13U s bep 1b zul I MI1 eK InauSgtes, Inc. rn uct i a iu:Jo:4o zu i r rage i I D:nvS6ojEhg42mnYNYw9MaNSzungO4t b79EPdNzxJzmaGBgyPHIk11rB97OwSc7blTcyTrxu 1-0-8 2x4 = 3x4 = 1x4 II 6 78 Scale=1:46.8 3x4 = 1x4 II 3x4 = 4x4 = 4x4 = 3x4 — 1x4 II ix4 LOADING (psf) TCLL 20.0 TCDL� 7.0 BCLLI 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014lrP12007 CSI. TC 0.59 Be 0.98 WB 0.72 Matrix -AS DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in (loc) Vdefl Ud -0.30 13-14 >925 240 -0.59 13-14 >473 180 0.03 11 n/a n/a -0.25 13-14 398 360 PLATES GRIP MT20 244/190 Weight: 129 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 12-15: 2x4 SP No.1 WEBS 1 Row at midpt 4-7 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=107910-8-0, 11=1078/0-8-0 Max Horz 16=100(LC 7) Max Uplift 16=807(LC 8), 11=-689(LC 8) Max Grav 16=1087(LC 17), 11=1086(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPJCHORD 2-3=1772/938, 34=1602/986, 4-5=563/376, 5-6=-528/346, 6-7=-563/376, 1 7-8=1602/985, 8-9=1772/938 BOTICHORD 1-16=128/275, 14-16=-111/275, 13-14=-743/1621, 11-13=-164/276, 10-11=-164/276 WEBS 3-14=0/291,2-14=-672/1420,2-16=-1042/833,8-13=0/292,9-13=-582/1419, 9-11=-1042/768, 4-7=-1245/664 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=22ft; B=45ft; L=28ft; eave=4ft; Cat. II Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) P'ates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in 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) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 807 lb uplift at joint 16 and 689 lb uplift at joint 11. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum s�heetrock be applied directly to the bottom chord. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 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 �w a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ,fpb , Truss Truss Type Qty, Ply Custom T12261571 J31190 B04 ROOF TRUSS 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Oct 13 10:38:46 2017 Page 1 I D:nvS6oj Ehg42mnYNYw9MaN SzungO-BDBNMaPFBG3Aaw9TkNTeq WHAkEXI ss?bmKI?2yTrxt 001, I 9- -9 8.0- & -2 7-7-8 3.0.8 2-0.0 3-0.8 7-7-8 2-4-0 0. 1 0.0.11 Scale = 1:46.8 i 7x6 = 2x4 = 5 7x6 = 2x4 = 6 7 16 '" 11 3x4 = 3x6 I I 3x4 = 4x4 = 44 = 3x4 = 1 x4 11 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.36 13-14 >787 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.72 13-14 >388 180 BCLL I 0.0 ' Rep Stress Incr YES WB 0.67 Horz(TL) 0.03 11 n/a n/a -BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Attic -0.28 13-14 364 360 Weight: 127 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD BOT CHORD 2x4 SP No.2 -Except* BOT CHORD I 12-15: 2x4 SP No.1 WEBS WEBS I 2x4 SP No.3 REACTIONS. (lb/size) 16=1079/0-8-0, 11=1078/0-8-0 Max Horz 16=118(LC 7) Max Uplift 16=807(LC 8). 11=-689(LC 8) Max Grav 16=1087(LC 17), 11=1086(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPICHORD 2-3=1687/885, 3-4=1516/935, 4-5=0/317, 5-6=-8/342, 6-7=0/317, 7-8=-1516/934, 8-9=1687/883 BOTICHORD 1-16=-1231259, 14-16=-1031259, 13-14=-686/1529, 11-13=-157/259, 10-11=-157/259 WEBS 3-14=0/297, 2-14=-623/1346, 2-16=1 083/858, 8-13=0/297, 9-13=-532/1345, 1 9-11 =1 084/794, 4-18=1867/983, 17-18=1861/979, 7-17=-186B/981 Structural wood sheathing directlyapplied. Rigid ceiling directly applied. 1 Row at midpt 4-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=28ft; eave=4ft; Cat. 111 Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in 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) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 807lb uplift at joint 16 and 689 lb uplift atjoint 11. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) IATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. USE. ON THIS AND INCLUDED MITEK hown, CIs eDesignvalid for use only with MT k® connectors. This des g Is based only upon parameters sS and for n� Individual builtl ng 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" and to with s ersonal rty damage. For general guidance ng the Is for propeANSUTP11 of ss and truossible systems, seend rage, delivery, erection and bracinrevent g fabrication,,sstoired trussee Quality Criteria, DSB-89 andrBCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type Qty Ply Custom i T12261572 J31190 B05 ROOF TRUSS 15 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Oct 13 10:38:47 2017 Page 1 ID:nvS6ojEhg42mnYNYw9MaNSzungO-fPilawQtvaB1 C4kfl5?tMjpK1 etXbJGk4R4sXVyTrxs �-0 9- 1-8 -0-0 8-0-8 25.M 28-0-0 0 '1 2-4-0 7-7 8 4-0 8 4-0 8 7-7-8 21-0 1 cN d 4x4 = Scale=1:46.1 3x4 = 34 II 3X4 4x4 = 4x4 = 3X4 3x6 II s.. = LOADING (psf) TCLL' 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.79 BC 0.98 WB 0.67 Matrix -AS DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in (loc) Vdefl Lid -0.36 12-13 >778 240 -0.72 12-13 >386 180 0.03 10 n/a n/a -0.29 12-13 350 360 PLATES GRIP MT20 244/190 Weight: 127 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 11-14: 2x4 SP No.1 WEBS 1 Row at midpt 4-6 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing _ be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 15=1078/0-8-0, 10=1078/0-8-0 Max Horz 15=127(LC 7) Max Uplift 15=806(1_13 8), 10=-689(LC 8) Max Grav 15=1086(LC 17), 10=1086(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) Or less except when shown. TOP' CHORD 2-3=1685/882, 3-4=1513/934, 6-7=1513/933, 7-8=-1685/883 BOTi CHORD 1-1 5=-1 22/260, 13-15=-101/260, 12-13=-685/1527, 10-12=-157/260, 9-1 0=-1 57/260 WEBS 3-13=0/297, 2-13=-622/1342, 2-15=-1084/858, 7-12=0/297, 8-12=-531/1342, 8-10=-1084/794, 4-16=-1775/966, 6-16=-1775/966 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) -IThis truss has been designed for a live load of 20.Opsf on the bottom chord in 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) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 806 lb uplift at joint 15 and 689 lb uplift at joint 10. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. AwARNING - Vwlfy design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MI1-7477 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 Dal' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Crlterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 190 Type ROOFTRUSS T12261573 East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Oct 1310:38:48 2017 Page 1 ID:nvS6ojEhg42mnYNYw9MaNSzungO-7cG7nGRVguJugEJrsoW6vxMVF2DoKmbul5pP3xyTrxr -0-0 --0-0 6-0-8 23-5-0 26-0-0 26 -1 4-0-0 3-11-8 4-0-8 4-0-8 7-7-8 2-4-0 0 -1 Scale=1:43.7 4x4 = 5 6 4x9 — — — 5x5 = 3x4 = 4x4 = 1x4 II LOADING (psf) TCLL' 20.0 TCDL 7.0 BCLLl 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20141TP12007 CSI. TC 0.83 BC 0.98 WB 0.66 Matrix -AS DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in (loc) Vdefl Ud -0.38 12-13 >750 240 -0.70 12-13 >405 180 0.05 10 n/a n/a -0.31 12-13 324 360 PLATES GRIP MT20 244/190 Weight: 122 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT HORD 2x4 SP No.2'ExcepY BOT CHORD Rigid ceiling directly applied. 11-14: 2x4 SP No.1 WEBS 1 Row at midpt 4-6 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=109410-8-0, 15=90310-8-0 Max Horz 15=121(LC 6) Max Uplift 10=704(LC 8), 15=-571(LC 8) Max Grav 10=1099(LC 16), 15=930(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1719/960, 34=1550/963, 6-7=1559/972, 7-8=-1731/920, 8-9=-262/138 BOT CHORD 13-15=885/1569, 12-13=-721/1571, 10-12=-164/278, 9-10=-164/278 WEBS 3-13=-6/375, 7-12=0/297, 8-12=-561/1365, 8-10=10931805, 4-16=1772/941, 6-16=-1772/941, 2-15=1776/1055 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu@=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=26ft; eave=oft; Cat. II;' Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in 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) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 704 lb uplift at joint 10 and 571 lb uplift at joint 15. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ®WARNING. Verrfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 lob Truss Truss Type Qty Ply Custom T12261574 J31190; B07 Common Supported Gable 1 1 Job Reference o Bonal East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 ZU17 mi I eK Inaustnas, Inc. Fn act 1 a 1u:38:4u 201 t rage i ID:nvS6ojEhg42mnYNYw9MaNSzungO-bogV7cS7RBRIR0u2QW1 LR8vgTSmA3Ly1XIZzcNyTrxq 2�-0 1 -0-0 25-8-0 28-0-0 28 -1 0 '1 2 4-0 11 8-0 11-8-0 2-41 0-0-1 ,3x4 = 4x4 = 1.4 II 28 27 26 25 24 23 22 21 20 19 1x4 II 1x4 II 1x4 II 1x4 II 1x4 11 1x4 II 5x5 = 1x4 II 1x4 II 1x4 II LOADING (pro SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a n/a 999 TCD EI 7.0 Lumber DOL 1.25 BC 0.14 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.01 16 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD BOT CHORD 2x4 SP N0.2 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 24-0-0. (lb) - Max Horz 28=127(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) 22, 27 except 23=-121(LC 8). 24=118(LC 8), 25=-110(LC 8), 26=144(LC 8), 21=122(LC 8), 20=-117(LC 8), 19=117(LC 8), 18=-119(LC 8), 17=-106(LC 8), 28=331(LC 8), 16=-283(LC 5) Max Grav All reactions 250 lb or less at joints) 22, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 except 28=279(LC 17), 16=279(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:46.1 18 17 16 1x4 I I 1x4 11 1x4 11 PLATES GRIP MT20 244/190 Weight: 130 lb FT = 0% Structural wood sheathing directly applied or 10-0-0 cc purlins. Rigid ceiling directly applied or 6-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=28ft; eave=2ft; Cat. 11;1 Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable studs spaced at 2-0-0 cc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 27 except (jt=1b) 23=121, 24=118, 25=110. 26=144, 21=122, 20=117, 19=117. 18=119, 17=106, 28=331, 16=283. 9) N/A ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11111.7473 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 I a tru system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 lob Truss Truss Type Qty Ply Custom T12261575 J31190 FG1 FLOOR 2 2 Job Reference (optional) 51 East Coast Truss, Ft. Pierce, FL - 34946, O.I OU s bep TO cu-I 1 MI I eK m0usmes, mu. rn uu i o i u:oo.au cu i r rayc i ID:nvS6ojEhg42mnYNYw9MaNSzungO-3_OuCyT1CVZc3XTEzDYa—MRwWsyHodnBmPI W8pyTrkp 3-10- 3 7-2-7 10-9-10 3.6.8 - 16-9- 3 19-B-1 22- -8 3-10-13 3-3-9 3-7-3 2-8-14 -7-e 2-7-13 2-103 2-11-7 I Scale = 1:37.9 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 3x4 = 3x4 = 2x4 II 3x4 = 4x16 = 1x4 II 1x4 II 4x8 = 4x8 = I a s s 7 8 9 Special 3-10-13 7-2-7 3-3-9 10-9-10 3-7-3 14-2-0 16-9-13 -- 19-8-1 22-7-8 --11-7 -3-10-13 Plate'Offsets (X Y)— [14:0-6-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.14 14-15 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.22 14-15 >769 240 BCLL 0.0 Rep Stress Incr NO WB 0.81 Hore(TL) 0.01 13 n/a n/a BCDL 5.0 Code FBC2014/rP12007 Matrix -MS Weight: 213 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. I 1-17,9-10,4-14,6-13: 2x8 SP No.2, 6-14: 2x4 SP No.2 I REACTIONS. (lb/size) 17=946/Mechanical, 10=156/Mechanical, 13=271410-4-0 Max Uplift 10=152(LC 3) Max Grav 17=957(LC 3). 10=244(LC 4), 13=2714(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-905/0, 1-2=-2600/0, 2-3=-3853/0, 3-4=3643/0, 4-6=-3685/0, 6-7=0/854, 7-8=0/854, 8-9=0/854, 9-10=-152/256 BOTICHORD 15-16=0/2600, 14-15=0/3853, 13-14=-1997/0, 12-13=-1997/0, 11-12=854/0 WEBS 4-14=-254/44, 1-16=0/2535, 2-16=-714/0, 2-15=011314, 3-15=-317/0, 3-14=283/392, 6-13=-2618/0, 6-14=0/5760, 7-12=-431/0, 6-12=011715, 9-11=-101010 NOTES- 1) 2-Ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-2-0 oc. Webs connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 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 floor live loads have been considered for this design. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=152. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1393 lb down at 10-9-11 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uliform Loads (plf) Vert: 1-9=100, 10-17=-10 Concentrated Loads (lb) Vert:14=1393(B) ®WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MI1.7473 rev. 101031201E BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify, the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 W 4ob ! , Truss Truss Type Qty Ply Custom T12261576 J31190 FG2 FLOOR 1 �f 2 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 0 .-1'J S aep i o cu I r Iwu I art umubu ieb, Inc. r i v .. Iuao.ou co i ray. I ID:nvS6ojEhg42mnYNYw9MaNSzungO-3_OuCyTICVZc3XTEzDYa_MRuls5eogHBmPIW8pyTrxp 3-4_0 6.8-0 3-4-0 1 5x5 = 6 2x4 11 2 2x4 II 5xe = 5 5x5 = 3 4 2x4 II Scale=1:12.6 LOADING (psf) TCLL I 40.0 TCDLI 10.0 BCLL I 0.0 BCDLj 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2014lrP12007 CSI. TC 0.62 BC 0.25 WB 0.59 Matrix -MS DEFL. in Vert(LL) -0.03 Vert(TL) -0.05 Horz(TL) 0.00 (loc) l/defl L/d 5 >999 360 5 >999 240 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 74 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x6 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 I BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=1778/Mechanical, 4=1403/Mechanical FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=1698/0, 1-2=-2628/0, 2-3=-2628/0, 3-4=1325/0 BOT CHORD 5-6=0/340, 4-5=0/261 WEBS 1-5=0/2390, 2-5=-1495/0, 3-5=0/2472 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 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) Plates checked for a plus or minus 0 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. 5) Girder carries tie-in span(s): 12-0-0 from 0-0-0 to 6-8-0; 10-8-0 from 0-0-0 to 3-4-0 6) Reicommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Str' ngbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=606(F=-272, B=-235), 2-3=-372(F=-272), 4-6=-10 WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 �" a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall iiii�.YYY building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MI{ai k" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general regarding the and fabriSafety Street, VA 223 Quality Criteria, DSB-89 and BCSI Building Component Information available from Truss Plate Institute 218 N Suite 312, Alexandria, Tampa, FL 66101vtl. blob Truss Truss Type Qty Ply Custom T12261577 J31190 FL1 Floor 14 1 � Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, I i0-3-8 H 1 1-M� 6x6 =3x3 = 4x4 = 1 2 3 QI � 26 25 3x3 I I 4x6 = i B.i3u s Sep 1 b zu1 f MI I eK maustnes, Inc. t-n uct 13 1u:36:b1 zu / rage 1 ID:nvS6ojEhg42mnYNYw9MaNSzungO-XByGQHTOzphThh2QXx3pXZ TFFGAX4WKT323gGyTrxo P:11&i! 2-0-0—I o- o Ogle le = 1:38.9 3x3 = 34 FP = 3x3 = 3x3 = 34 = 3x3 = 4 5 6 7 8 9 3x3 = 4x4 = 3x3 =6x6 = 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 4x4 = 3x3 = 3x3 = 1x4 II 1x4 II 3x8 M18SHS FP = 4x4 = 4x6 = 3x3 II 3x3 = 3x3 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL ' 40.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL) -0.50 20-21 >525 360 MT20 244/190 TCDL , 10.0 Lumber DOL 1.00 BC 0.94 Vert(TL) -0.78 20-21 >335 240 M18SHS 244/190 BCLL ' 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) -0.13 13 n/a n/a BCDLi 5.0 Code FBC2014/TP12007 Matrix-S Weight: 119 lb FT = 0%F, O%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP 285OF 1.8E(flat) `Except except end verticals. I 14-18: 2x4 SP No. 1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing: 17-19. REACTIONS. (lb/size) 1=1201/0-3-0, 13=1201/0-3-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1266/0, 3-4=-3138/0, 4-6=-4451/0, 6-7=5201/0, 7-8=-5387/0, 8-9=-5201/0, i 9-10=-4451/0, 10-11=-3138/0, 11-13=-1266/0 BOT CHORD 24-25=0/2325, 23-24=0/3925, 22-23=0/4949, 21-22=0/5387, 20-21=0/5387, 19-20=0/5387, 17-19=0/4949, 16-17=013925, 15-16=0/2325 WEBS 7-21=-260/291, 8-20=-260/290, 1-25=0/1642, 3-25=-1480/0, 3-24=0/1130, 4-24=-1095/0, 4-23=0/731, 6-23=693/0, 6-22=0/536, 7-22=-667/177, 13-1 5=011642, 11-15=-1480/0, 11-16=0/1130, 10-16=-1096/0, 10-17=0/731, 9-17=-693/0, 9-19=0/536, 8-19=667/176 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) Waming: Additional permanent and stability bracing for truss system (not part of this component design) is always required. A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. R IDesign 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 ■�Y■ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB.89 and SCSI Building Component 6904 Parke Fast Blvd. — Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Custom T12261578 J31190 FL2 Floor 3 1 Job Reference o tional tast coast I russ, m. vierce, 1-L - J4`J40, 1 3x6 = 0 3x3 = 2 8.-IOU s cep ID LU-I I IVII I eK uluubules, IIIU. ru UUL is I V:OO:VG cV r / rdgU I I D:nvS6ojEhg42mnYNYw9MaN SzungO-?N WeddUOk6pKl rdc5ea23nX9FfaIGeAUDjndCiyTrxn �r 1-4-3� i 2-M i 1-1-0 RA Scale = 1:19.6 3x3 = 1x4 II 34 = 5x5 = 3 4 53X3 6 7 14 13 12 11 10 9 8 1 3X3 = 3x3 = 3x3 = 1x4 II 3x4 = 3X3 II � 3x3 I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 1 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.19 11-12 >704 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.29 11-12 >467 240 BCLL 0.0 Rep Stress Incr YES WB . 0.37 Horz(TL) 0.03 7 n/a n/a BCDL 5.0 Code FBC2014frP12007 Matrix-S Weight: 63 lb FT = 0%F, O%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No. 1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 10-11. REACTIONS. (lb/size) 14=615/Mechanical, 7=615/0-3-0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=602/0, 1-2=-565/0, 2-3=-1298/0, 3-4=-1220/0, 4-5=1220/0, 5-7=-602/0 BOT CHORD 12-13=0/1081, 11-12=0/1420, 10-11 =011 220, 9-10=0/1220 WEBS 5-10=0/328, 1-13=0/752, 2-13=-717/0, 2-12=0/302, 3-11=-328/76, 7-9=0/781, 5-9=-902/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. © WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 ��• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall ■ building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M ITek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 job , Truss Truss Type Qty Ply Custom T72261579 J31190I MV2 Valley 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Oct 1310:38:53 2017 Page 1 ID:nvS6ojEhg42mnYNYw9MaNSzungO-TZ30gzVeVQxBw.?BpfL6Hc 3XW39_7ADdSNXAIByTrxm 2-M 2-0-0 6a 2x4 4.00 12 Scale = 1:6.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 1 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) n/a n/a 999 MT20 244/190 TCDL , 7.0 Lumber DOL 1.25 BC 0.02 Vert(TL) file n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 5 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. _ MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=39/1-11-4, 2=29/1-11-4, 3=11/1-11-4 Max Horz 1=24(LC 8) Max Uplift 1=-23(LC 8), 2=34(1_C 8) Max Grav 1=39(LC 1), 2=29(LC 1), 3=21(LC 3) i FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTE8- 1) Wind: ASCE 7-10; VuK=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gab'le requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSIrTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE 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 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° I's always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job 4 Truss Truss Type Qty Ply Custom T12261580 J31190 MV4 Valley 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 1 d 2x4 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Oct 1310:38:53 2017 Page 1 ID:nvS6ojEhg42mnYNYw9MaNSzungO-TZ30gzVeVQxBw7BpfL6Hc 3UZ37j7ADdSNXAIByTrxm 4-0-0 4-M 2x3 11 Scale = 1:9.4 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLLI 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(TL) n/a n/a 999 BCLLI 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-P Weight: 12 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation cuide. REACTIONS. (lb/size) 1=108/3-11-4, 3=108/3-11-4 Max Harz 1=81(LC 5) Max Uplift 1=-73(LC 8). 3=77(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. I NuES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; 13=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) AsIrequested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • T�is truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 1 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek" fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 yob Truss Truss Type Qty Ply Custom T12261581 J3119b —CJ1 Jack -Open 16 1 Job Reference (optional) East'Coast Truss, Ft. Pierce, FL - 34946, f al d i d 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Oct 13 10:38:19 2017 Page 1 ID:nvS6ojEhg42mnYNYw9MaNSzungO-T10AiL4JVzf?mbHfCUJEgfkdMY01 oode41NZ6yTryl 0.0.1 51 1-o t 2x4 = IN PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. Scale = 1:6.1 0-9 3 0-9-3 1-2-1 0-2-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL I 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 3 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD I i REACTIONS. (lb/size) 2=0/Mechanical, 3=74/Mechanical Max Horz 2=-125(LC 8), 3=147(LC 8) Max Uplift 3=98(LC 8) Max Grav 3=74(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 1-0-1 oc purlins. Rigid ceiling directly applied or 6-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Win6: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOIJ=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) ThisItruss has been designed for a 10.0 psf bottom chord live load nonconcufrent 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 98 lb uplift at joint 3. AWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 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 MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. available Tampa, FL 36610 Bob - Truss Truss Type Qty, Ply Custom _ T12261582 J31190 —CJ3 Jack -Open 12 1 Job Reference (optional) Last coast I fuss, Ft. Pierce, FL - J4946, 8.13U s sep 15 2U77 MI I eK Industries, Inc. Fn Uct 13 IU:38:2U 2U17 Page 1 ID:nvS6ojEhg42mnYNYw9MaNSzungO-xDaYvh5xGHnsTwATDwOYmlCpymptmEYmsklw5ZyTryH 0-0-1 0 30 a 1 2.4•o Hi 2ti, Scale = 1:9.4 1-9-3 2-0-1 3-0-1 1-9-3 0-2-14 1-0-0 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(TL) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -MP Weight: 10 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS, 2x4 SP No.3 REACTIONS. (lb/size) 3=-146/Mechanical, 4=-168/Mechanical, 5=532/0-8-0 Max Horz 5=64(LC 8) Max Uplift 3=146(LC 1), 4=168(1_C 1), 5=638(LC 8) Max Grav 3=169(LC 8), 4=207(LC 8), 5=532(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=273/324 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in 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) Refertto girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 146 lb uplift at joint 3, 168 lb uplift at joint J and 638 lb uplift at joint 5. I fAWARNING - Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 1010312015 BEFORE USE. ^ Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is ahvays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabiication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Custom ' T72261583 J31190 —CJ3S Jack -Open 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, I 6.13U s Sep 10 zu1 t MI I eK mOustnes, Inc. t•n Uct 13 1U:39:z1 zui t rage 1 I D:nvS6ojEhg42mnYNYw9MaNSzungO-PPBw716Z1 byj441fndXnJFk2K9CPViiw5OnUd?yTryG ao-1 0- - -8- 3-0- 0-^1 2-4-0 0-4-0 0.4•0 1X4 II 5 4 2-0-1 2-0-1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) 0.00 5 >999 180 BCLL; 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.01 3 n/a file BCDL, 10.0 Code FBC20141rP12007 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 i REACTIONS. (lb/size) 3=-35/Mechanical, 4=-513/0-8-0, 4=-513/0-8-0, 5=761/0-8-0 Max Horz 5=67(LC 8) Max Uplift 3=-35(LC 1), 4=513(LC 1), 4=-513(LC 1), 5=925(1_10 8) Max Grav 3=43(LC 8), 4=619(LC 8), 5=761(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:9.4 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 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 35 lb uplift at joint 3, 513 lb uplift at joint 4 and 925 lb uplift at joint 5. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11711.7473 rev. 1010312015 BEFOPE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �w al truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall ■ building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 job Truss Truss Type Qty Ply Custom T12261584 J31190 —CJ5 Jack -Open 12 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 0-0-1 0-0-1 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Oct 13 10:38:21 2017 Page 1 ID:nvS6ojEhg42mnYNYw9MaNSzungD-PP8w716Z1bvj44lfndXnJFk_599OVh4w5OnUd?yTryG 2-4.0 2-8-0 1x4 115 N ri Scale = 1:13.7 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 1 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.38 BC 0.35 WB 0.08 Matrix -AS DEFL. in Vert(LL) -0.01 Vert(TL) 0.01 Horz(TL) -0.03 (loc) I/defl Ud 4-5 >999 240 4-5 >999 180 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 16 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 3=27/Mechanical, 4=9/Mechanical, 5=348/0-8-0 Max Horz 5=108(LC 8) Max Uplift 3=-44(LC 5), 4=9(LC 1), 5=-366(LC 8) Max Grav 3=41(LC 13), 4=39(LC 8), 5=348(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 1 2-5=219/262 NOTES;- ' 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 44 lb uplift at joint 3, 9 lb uplift at joint 4 and 366 lb uplift at joint 5. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Al WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 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 WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVfPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 dob , Truss Truss Type Qty Ply Custom T12261585 J31190 -CJ5S Jack -Open 2 1 Job Reference (optional) East�Coast Truss, Ft. Pierce, FL - 3494b, 0-0-1 2.6.0 ts.laU s bep TD zui f MI I eK Inausmes, Inc. rn uct sa lu:ao:zz zu i t rage i ID:nvS6ojEhg42mnYNYw9MaNSzungO-ubiIKN7Bou1 aiEKrKL20rSH5uZVsEgd3K2WlARyTryF 5x6 = Scale = 1:13.5 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.00 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) -0.11 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP N0 .2 .3 2x6 SP No.2 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS I 2-5=416/464 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES,' 1) Wind: ASCE 7-10; VuR=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Ezp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 69 lb uplift at joint 3 and 435 lb uplift at joint 5. 8) This (cuss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11•7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek®wnnedors. This design is based only upon parameters shown, and Is far an Individual building component, not ��• e tntss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see pNSUTPl1 quality Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ob Truss Truss Type City Ply Custom T12261586 J31190 —EJ7 Jack -Open 1 1 � Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Oct 13 10:38:22 2017 Page 1 I D:nvS6ojEhg42mnYNYw9MaNSzungO-ubilKN7Bou1 aiEKrKL2OrSHAOZXiE8r3K2W1ARyTryF 0 - -0 7-2-0 0 1 2-4-0 4-10-0 Scale=1:16.4 1 2-0-0 5-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL I 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.04 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(TL) 0.03 3 - n/a n/a BCDL 1 10.0 Code FBC2014lrP12007 Matrix -AS Weight: 23 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS j 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=100/Mechanical, 4=34/Mechanical, 5=392/0-8-0 I Max Horz 5=156(LC 8) Max Uplift 3=120(LC 8), 5=-369(LC 8) Max Grav 3=100(LC 1), 4=74(LC 3), 5=392(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS ; 2-5=290/366 NOTES!; 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As relquested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 120 lb uplift at joint 3 and 369 lb uplift at joint's 8) This buss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - V-My design Parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/20f5 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, 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 huilCing design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Addhional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. , 6904 Parke East Blvd. Tampa, FL 36610 dob i Truss Truss Type CustomT12261587 P__� J31190 -EJ7A Jack -Open 1 Job Reference (optional) EasGCoast Truss, Ft. Pierce, FL - 34946, ' 0-0-1 0-0-1 1X4 II 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Oct 13 10:38:23 2017 Page 1 I D:nvS6ojEhg42mnYNYw9MaNSzungO-MoFgXj8gZC9RKOv2u2ZFOg ql Izrmzb7CYiGbiuyTryE -- Scale=1:16.9 2-0-0 1-" 3-2-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(TL) --0.04 4-5 >999 180-- BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.03 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 22 Ib FT = O% TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS , 2x4 SP No.3 REACTIONS. (lb/size) 3=95/Mechanical, 4=32/Mechanical, 5=38710-8-0 Max Horz 5=152(LC 8) Max Uplift 3=-115(LC 8), 5=-368(LC 8) Max Grav 3=95(LC 1), 4=70(LC 3), 5=387(LC 1) I FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=284/357 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer I stalls 'on guide. NOTES-', 1) Wind:IASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL='1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " Thisitruss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 Ib uplift at joint 3 and 368 lb uplift at joint 51, 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2".gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, acid 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 a4ays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIM111 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Custom T12261688 J31190 —EJ7S Jack -Open 12 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Oct 1310:38:24 2017 Page 1 I D:nvS6ojEhg42mnYNYw9MaNSzungO-q_p2l38S KWHIxYUESm4UwtMQmNAPi31 MnM78EKvTryD 0-0.1 40• 2-8-0 -1 0 0-0.1 54XIS Scale: 3/4"=l' 1i I I 2-0-1 0-8-0 4-4-0 LOADI G (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.03 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Ved(TL) -0.03 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) -0.06 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 23 lb FT = 0% TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 I REACTIONS. (lb/size) 3=76/Mechanical, 5=418/0-8-0, 4=20/Mechanical Max Horz 5=152(LC 8) Max Uplift 3=96(LC 8), 5=413(LC 8) Max Grav 3=82(LC 13), 5=418(LC 1), 4=61(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 1 2-5=311/373 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. NOTES-1 1) Wind:jASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=11.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility, of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 96 lb uplift at joint 3 and 413 lb uplift at joint 5.1 truss 8) This design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. AWARNING - Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE Mll-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 MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Mexandrla, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job , Truss Truss Type Oty, Ply Custom T12261589 J31190 ^EJ7S1 Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 1 N N 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Oct 13 10:38:24 2017 Page 1 I D:nvS6ojEhg42mnYNYw9 MaN SzungO-q_12138S KWH IxYU ESm4UwtMSZN9813TMn M78EKyTryD 0-0.1 2.8- 5.3.9 0- 1 2-8-0 2-7-8 1-I.- 0.0.1 74X6 = 2-0-1 2 8-1 5-3-9 7-0-1 21-1 0-8-0 2-7-8 1-8-8 Plate Offsets (X,Y)— [6:0-2-0,0-2-4) LOADING (psi) SPACING- 2-0-0 CSI. TCLL 1 20.0 Plate Grip DOL 1.25 TIC 0.55 TCDL 7.0 Lumber DOL 1.25 BC 0.47 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 1 2x4 SP No.3 *Except* 2-7: 2x6 SP No.2 REACTIONS. (Ib/size) 4=53/Mechanical, 7=418/0-8-0, 5=43/Mechanical Max Horz 7=152(LC 8) Max Uplift 4=-54(LC 5), 7=-413(1_C 8), 5=-21(LC 8) Max Grav 4=70(LC 13), 7=418(LC 1), 5=48(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS - 2-7=263/287 Scale: 3X'=1' Ii DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) -0.02 6-7 >999 240 MT20 244/190 Vert(TL) -0.03 6 >999 180 Horz(TL) -0.06 4 n/a n/a Weight: 25 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. 11; ExpIC; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates'checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This thus has been designed for a live load of 20.Opsf on the bottom chord in 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 54 lb uplift at joint 4, 413 lb uplift at joint 7 and 21 lb uplift at joint 5. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. AWIRN/NG - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MI1-7479 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 MiTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety,Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job , Truss Truss Type Qty Ply Custom i T72261590 J31190 —HJ1 ROOF SPECIAL GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Oct 13 10:38:25 2017 Page 1 I D:nvS6ojEhg42mnYNYw9 MaNSzungO-IANRyP945pP9Zi2QOTbjT5viynZW RV4V00Ih mmyTryC 0- 2 -9-3 0 -2 2-9-3 3x4 = Scale = 1:7.6 P r; d 2x4 II PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.00 5 >681 240 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.00 5 >821 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.08 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS : 2x4 SP No.3 REACTIONS. (lb/size) 4=-0/Mechanical, 6=248/Mechanical Max Horz 4=-568(LC 4), 6=616(LC 4) Max Uplift 6=-327(LC 4) Max Grav 6=248(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=616/469, 3-4=-553/426 BOT CHORD 2-6=438/616 WEBS ' 3-6=-198/260 PLATES GRIP MT20 244/190 Weight: 9 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind:!ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp,� C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Platesichecked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0,tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 327 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 113 lb up at 1-4-15�on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=14, 2-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 9=-46(F) A ,�RNING - VerNy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7477 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 MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Custom 'I T12261591 J31190 -HJ7 Diagonal Hip Girder 1 1 Job Reference o Bonal East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MITeK industries, Inc. Fri Oct 13 10:36:26 207 rage 1 0 -1 3 3 4 2-2-3 1-0-15 3-6-9 4Scal 2.83 12 3x4 12 3 1x4 II 11 2 1 3x4 = 13 14 6 5 3x4 = 7 3x4 = 2-9-9 3-3-4 6-65 10-0-14 2-9-9 05-10 33-1 3-6-9 Plate offsets (XPlate�ffsets Y)[3.0 0-12 0-1-810-12 0-1-81 LOADI G (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.25 6-7 >319 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.28 6-7 >292 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.19 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 42 lb FT = 0% I LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS � 2x4 SP No.3 t REACTIONS. (lb/size) 4=89/Mechanical, 5=21/Mechanical, 7=338/0-11-5 Max Horz 7=176(LC 4) Max Uplift 4=-107(LC 4), 5=-49(LC 17), 7=-817(LC 4) Max Grav 4=99(LC 17), 5=277(LC 22), 7=973(LC 31) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=891/727, 2-3=-905/771 BOT CHORD 1-7=689/887, 6-7=-1341374 WEBS i 2-7=284/249, 3-7=-661/650, 3-6=-413/148 NOTES- i 1) Wind:!ASCE 7-10; Vutt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) PlatesIchecked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 4, 49 lb uplift at joint 5 and 617 lb uplift at joint 7. — 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(§) 263 lb down and 223 lb up at 4-2-151263 lb down and 223 lb up at 4-2-15, and 132 lb down and 50 lb up at 7-0-14, and 132 lb down and 50 lb up at 7-0-14 on top chord, and 46 lb down and 113 lb up at 1-4-15, 46 lb down and 113 lb up at 1-4-15, 209 lb down and 196 lb up at 4-2-15, 209 lb down and 196 lb up at 4-2-15, and 39 lb down and 16 lb up at 7-0-14, and 39 lb down and 16 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +IRoof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=54, 5-8=-20 Continued do page 2 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Ml1.7473 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 property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSYTPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 ob (aTruss Truss Type city Ply Custom i T12261591 J31190 —HJ7 Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=91(F=46, B=46) 11=176(F=88, B=88) 13=209(F=105, B=105) 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Oct 13 10:38:26 2017 Page 2 I D:nvS6oj Ehg42mnYNYw9MaNSzungO-m NxpAkAis7XOBrddZB7yOl SIgAmNAwW fFgUFJ DyTryB ®WARNING •Verily design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-747J rev. f0/03/Y015 BEFORE Design valid for use only with MiTek® connectors. This design is basetl only upon parameters shown, and is far an Individual building component, not 12, a tmss 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 individu-'-..web and/or chord members only. Add'dional temporary and permanent bracing MiTek° Is akvays required for slablAy end to prevent collapse wlth possible personal InJury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of Wsses and truss systems, see ANSVTPIt Quality Crtterla, DSB-99 and BCSI Building Component Satety Intormatlon available from Truss Plate Institute, 21a N. Lee SUeet, Sude 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 . Job Truss Truss Type Qty Ply Custom 4 T12261592 J31i190 -HJ7A Diagonal Hip Girder 5 1 Job Reference o donal East Coast Truss, Ft. Pierce, FL - 34946, t1.13u s Sep io zu1 I ml I eK maustnes, Inc. rn act 1 a i umts:zi zu i / rage i ID:nvS6ojEhg42mnYNYw9MaNSzungO-EZVBN4BKdRfto7Cp7ueBYW wfa7EvNcoTKEorfyTryA 5-3 5 6 - 9' 0- 0 -1 33 4 2-0-12 1-0-15 353 Scale=1:18.7 3x4 = 2-9-9 33A 6.4-14 9-7-13 91, 1 2-9-9 05-10 3-1-11 3-2-15 -2 Plate Offsets (X Y)- [3:0-0-12 D-1-8) LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL I 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.23 6-7 >344 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.24 6-7 >323 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.20 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 41 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-D-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ciuide. REACTIONS. (lb/size) 4=87/Mechanical, 5=5/Mechanical, 7=33810-11-5 Max Horz 7=172(LC 20) Max Uplift 4=104(LC 4), 5=-66(LC 17), 7=-820(LC 4) Max Grav 4=97(LC 17), 5=279(LC 22), 7=969(LC 31) FORCES. i (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=875/737, 2-3= 887/780 BOT CHORD 1-7=698/871, 6-7=160/397 WEBS 2-7=273/240, 3-7=675/682, 3-6=-437/177 NOTES- 1) Wind: ASCE 7-10; VuR=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 4, 66 lb uplift at joint 5 and 820 lb uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 263 lb down and 223 lb up at 4-2-15, 263 lb down and 223 lb up at 4-2-15, and 132 lb down and 50 lb up at 7-0-14, and 132 lb down and 50 lb up at 7-0-14 on top chord,.and 46 lb down and 113 lb up at 1-4-16, 46 lb down and 113 lb up at 1-4-15, 209 lb down and 196 lb up at 4-2-15, 209 lb down and 196 lb up at 4-2-16, and 39 lb down and 16 lb up at 7-0-14, and 39 lb down and 16 lb up at 7-0-14 on bottom chord. The design%selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 14=54, 5-8=20 Continued on AWARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE 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 e truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUrPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job' Truss Truss Type City Ply Custom A T12261592 J31190 —HJ7A Diagonal Hip Girder 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1O=91(F=-46, B=-46) 11=176(F=88, B=88) 13=209(F=105, B=105) 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Oct 13 10:38:27 2017 Page 2 ID:nvS6ojEhg42mnYNYw9MaNSzungO-EZVBN4BKdRfto7Cp7ueBYW wfa7EvNcoTKEorfyTryA ©WARNING - Verily alas/griparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MlTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIlTPI11 Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Custom s T12261593 J31190 -HJ7S Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Oct 13 10:38:28 2017 Page 1 ID:nvS6ojEhg42mnYNYw9MaNSzungO-i13ZbQByOknkQ9n?hb9Q5jXAw YkepXp_zLN5yTry9 3- - 2 6- - 9-10-1 Ott 3-7-12 2-11-6 3-2-14 7 5x8 = LOADING (psf) SPACING- 2-0-0 CS I. TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 TCDL 7.0 Lumber DOL 1.26 BC 0.36 BCLL 0.0 Rep Stress Incr NO WB 0.29 BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2z4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-7: 2x8 SP No.2 REACTIONS. (Ib/size) 4=63/Mechanical, 7=571/0-10-3, 5=-27/Mechanical Max Horz 7=172(LC 4) Max Uplift 4=108(LC 4), 7=832(LC 4). 5=-63(LC 17) Max Grav 4=63(LC 1), 7=585(LC 31), 5=143(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=827/648, 2-3=860/718 BOT CHORD 1-7=599/817, 6-7=-286/234 WEBS 2-7=251/316, 3-7=-566/965, 3-6=-238/288 Scale=1:18.7 DEFL, in (loc) Ildefl L/d PLATES GRIP Vert(LL) -0.06 6-7 >999 240 MT20 244/190 Vert(TL) -0.12 6-7 >623 180 Horz(TL) 0.00 4 n/a n/a Weight: 42 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. _ BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip, DOL=1.60 2) Plates checked for alplus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 4, 832 lb uplift at joint 7 and 63 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 155 lb down and 131 lb up at 7-0-14, and 155 lb down and 131 lb up at 7-0-14 on top chord, and 46 lb down and 113 lb up at 1-4-15, 46 lb down and 113 lb up at 1-4-15, 54 lb down and,64 lb up at 4-2-15, 54 lb down and 64 lb up at 4-2-15, and 14 lb down at 7-0-14, and 14 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo I Vert: 14=54, 7-8=-20, 5-7=20 Concentrated Loads (lb) Vert: 10=91(F"6, B=46) 11=115(F=57, B=57) 12=94(F=47, B=47) ©WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with r rreka connectors. This design Is based only upon parameters shown, 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 led building design. Bracing Indicis to prevent buckling of individual truss web and/or chord members only. Addillonal temporary and permanent bracing MiTek" Is always required for stability a�d to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, er, tion and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 14_3j " Center plate on joint unless x, y 4 offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is always required. See SCSI. 0�go c1-2 c2a 2. Truss bracing must be designed by an engineer. For individual lateral braces 16 I I 4 0 WEBS Qz Q O �, w p = c ' � of wide truss spacing, themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never 1 CILU s�°� S V stack materials on inadequately braced trusses. � ap 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c -a cs cs-s designer, erection supervisor, property owner and plates 0- 'lid' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. P THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSIrrPI 1. Plate location details available in MiTek 20/20 software or upon request NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content lumber shall not exceed 19% at time of fabrication.. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. ICGES Reports: The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equal to or better than that specked. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at spacing, section 6.3 These truss designs rely on lumber values g Y h r or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved 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. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. ENenvironmental, �� Ay 18. Use of green or treated lumber may pose unacceptable health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words _ Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. ® BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with ' Guide to Good Practice_for-Handling - M56k ANSUTPI 1 Quality Criteria. Installing & Bracing of Metal Plate��7_ - Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015