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HomeMy WebLinkAboutTRUSSFa' 1 w Lumber design vall aye in accordance with ANSI/TPI 1 section 6.3 W1 These truss designs rely on lumber values established by others. MiTek® RE: 505177-PSLP-SEAGRAPE - MiTek USA, Inc. Site Information: 169a04 Parke East Blvd. 5 Customer Info: PORT SAINT LUCIE PROPERTIES Project Name: SETTEDUCATI/'WA 3AN�EZ Model: Lot/Block: 38 Subdivision: Address: SEAGRAPE DRIVE City: FORT PIECE State: FL Name Address and License # of. Structural Engineer of Record, If there is one, for the building. Name: License #: Address: r 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 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 33 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# I Truss Name I Date No. I Seal# I Truss Name Date 1 I T12435929 1 AO 11/6/17 118 1 T12435946 1 CJ5 11/6/17 12 I T1243593O I A02 1 11/6/17 119 1 T124359471 D01 1 11/6/17 13 1 T12435931 1 A03 1 11/6/17 120 1 T12435948 1 D02 1 11/6/17 14 1 T12435932 1 A04 1 11/6/17 121 1 T12435949 1 D03 1 11/6/17 5 1 T12435933 1 A05 1 11/6/17 122 1 T12435950 EJ5 1 11 /6/17 6 T12435934 A06 11/6/17 123 T12435951 EJ7 11/6/17 �7 IT12435935IA07 11/6/17 24 T12435952 G01 11/6/17 18 1 T12435936 1 B01 1 11/6/17 125 1 T12435953 1 HJ1 1 11/6/17 1 19 1 T12435937 1 B03 1 11 /6/17 126 1 T12435954 1 HJ5 1 11 /6/17 110 1 T12435938 1 C01 1 11/6/17 127 1 T12435955 1 HJ7 11/6/17 Ill I T1 2435939 1 CO2 1 11/6/17 128 1 T124359561 V01 11/6/17 112 1 T12435940 1 CO3 1 11/6/17 29 T12435957 1 V02 11/6/17 113 1 T12435941 1 C04 1 11/6/17 130 1 T12435958 1 V03 1 11/6/17 1 114 T12435942 C05 1 11 /6/17 131 1 T12435959 1 VO4 1 11 /6/17 15 T12435943 1 C06 11/6/17 132 IT124359601VO5 11/6/17 16 T12435944 CJ1 1 11/6/17 33 1 T12435961 V06 11/6/17 117 T12435945 1 CJ3 1 11/6/17 1 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Tibbetts Lumber Company -Palm Bay. Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2019. ♦��e'`u' a u,#I%II ♦♦ VL1US t I ENS 34869 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the O. STA E O F Z. designs comply with ANSI/TPI 1. These designs are based upon parameters �� •. 4 N_�.�� shown (e.g., loads, supports, dimensions, shapes and design codes), which were �i� S O R ' !�,♦♦ given to MiTek. Any project specific information included is for MiTek's customers I/ •.•••••�� file reference purpose only, and was not taken into account in the preparation of ON A` �`�♦�♦ 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 }�.aJullus Lee PE No.34869 should verify applicability of design parameters and properly incorporate these designs FUe MiTek USA, Inc. F1 Cert6634 into the overall building design per ANSI/TPI 1, Chapter 2. COPY 6904 Parke East Blvd. Tampa FL33610 _ Date: November 6,2017 Lee, Julius 1 of 1 Job Truss Truss Type -lty Ply T12435929 505177-PSLP-SEAGRAPE A01 COMMON 1 1 Job Reference (optional) n n�.n'7.�0 nr1�7 Onnn i ribbetts Lumber, 4x4 = 6. I ou b oup i u Gv I ! IYII 16 II IUUS r.GS, II ID:7k84E7CgbeTxm_Xyi ET6mAyKW it-1AXg2BL6yezC3kD_o8lt 1-0-0 Scale = 1:47.2 46 = 3x4 = 5x6 = 5x6 III LOADING (psf) TOLL 20.0 TCDL 7.0 BOLL 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. TO 0.50 BC 0.78 WB 0.34 Matrix -AS DEFL, in Vert(L-) -0.21 Vert(TL) -0.41 Horz(TL) 0.07 Wind(LL) 0.14 (loc) I/defl Ud 9-10 >999 360 7-9 >777 240 7 n/a n/a 7-9 >999 240 PLATES GRIP MT20 244/190 Weight: 123 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=966/Mechanical, 2=104510-7-10 Max Horz 2=250(LC 11) Max Uplift 7=-460(LC 12), 2=-545(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1647/940, 3-4= 1461/926, 4-5=-1499/943, 5-6= 1652/960, 6-7=-16591960 BOT CHORD 2-10=-802/1544, 9-10=-439/986, 7-9=-802/1463 WEBS 4-9=-308/7`06, 5-9=-423/413, 4-10= 286/656, 3-10=-382/390 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-3-8, Extehor(2) 13-3-8 to 16-3-8, Interior(1) 25-0-1 to 26-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle'3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 460 lb uplift at joint 7 and 545 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11117-7473 rev, 1010312015 BEFORE USE. Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate fills design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse wlih possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of incases and muss systems, seeANSI/TPII 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 33610 Job Truss Truss Type Q1j Ply T12435930 505177-PSLP-SEAGRAPE A02 Roof Special 1 1 Job Reference (optional) 1 Tibbetts Lumber, 8.lsu s Sep 15 201 r Mi i eK 111uu5mes, mc. rn rvuv o 43:47-0 GV I l rage I D:7k84E7CgbeTxm_Xyi ET6mAyKW 1 t-zZfQTtNNUGDwJ2MNvZK3DJ8rckNUQ6jzN2TWgryMIjL 1-0-0 2-7-10 8-0-0 13-3-8 15.3-14 19-2-3 23-0-8 26-7-0 1-0-0 2-7-10 5-4-6 5-3-8 2-0-6 3-10-5 3-10-5 3-6-8 4x4 = Scale: 1/4"=1' 1b < lu 4x6 = 3x4 II 2x4 I I 4x8 = 6x6 = 23-0-8 LOADING (psf) TOLL 20.0 TCDL 7.0 BOLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014ffP12007 CSI. TO 0.49 BC 0.69 WB 0.60 Matrix -AS DEFL, in Vert(LL) -0.26 Vert(TL) -0.59 Horz(TL) 0.30 Wind(LL) 0.36 (loc) Well Ud 3-14 >999 360 3-14 >539 240 10 r1/a n/a 3-14 >870 240 PLATES GRIP MT20 244/190 Weight: 150lb FT=20% LUMBER- BRACING- T TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 31 'Except' MiTek recommends that Stabilizers and required cross bracing 3-15: 2x6 SP No.2, 6-12,10-12: 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer WEBS 2x4 SP No.2 Installation guide. REACTIONS. (lb/size) 10=923/Mechanical, 2=1092/0-7-10 Max Harz 2=231(LC 11) Max Uplift 10= 440(LC 12), 2=-563(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-17=-354/87, 3-4=-1794/988, 4-5= 1858/1210, 5-6=-1406/959, 6-7= 1433/889, 7-8=-1504/851 BOT CHORD 3-14= 889/1667, 13-14=-500/1008, 10-11= 887/1455 WEBS 4-14=-478/453, 5-14=-571/972, 5-13=-402f755, 11-13=-665/1325, 8-10=-1583/996 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B--45ft; L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-2-11, Interior(1) 2-2-11 to 13-3-8, Exterior(2) 13-3-8 to 16-3-8, Interior(1) 23-0-8 to 26-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 440 lb uplift at joint 10 and 563 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. r� ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to buckling of Individual truss web and/or chord members only. Addiiforlal temporary and permanent bracing IVIjTW prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI t Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Job Truss Truss Type Qiy Ply T12435931 505177-PSLP-SEAGRAPE A03 Roof Special 1 1 Job Reference (optional) Tibbetts Lumber, 8.130 s Sep 15 20i I MI I ek industries, Inc. Fri Nov 3 23:2 :2 i 20I ! rage 1 I D:7k84E7CgbeTxm_Xyl ET6mAyKW i t-SIDog DN7FZLmwCxZTGrImW gOH8jf9Ua7ciC3MHyMijK 1-0- 2-7.10 8-0-0 13-3-8 15-3-14 21-0-8 26-7-0 -0- 2-7-10 5-4-6 5-3-8 2.0-6 5-8-10 5-6-8 c' 4x4 = 17 15 12 11110 9 4x6 = 3x4 12x4 11 44 = 6x6 = 6x8 = 2x4 11 2x4 II 12-8-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) . -0.25 3-16 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.59 3-16 >535 240 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.30 9 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Wind(LL) 0.37 3-16 >852 240 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-5: 2x4 SP M 31 BOT CHORD 2x4 SP M 31 'Except' 3-17: 2x6 SP No.2, 6-11,9-15: 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 9=928/Mechanical, 2=1099/0-7-10 Max Harz 2=212(LC 11) Max Uplift 9=-440(LC 12), 2=-556(LC 12) Max Grav 9=928(LC 1), 2=1108(LC 17) PLATES MT20 Scale = 1:62.9 GRIP 244/190 Weight: 157lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. 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. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-19=-348/60, 3-4=-1826/987, 4-5=-1939/1212, 5-6=-1468/965, 6-7= 1485/856 BOT CHORD 3-16=-945/1743, 14-16=-542/1067, 13-14=-542/1067, 6-13=-282/304, 9-10= 824/1435 WEBS 4-16=-481/458, 5-16=-592/994, 5-13= 420/862, 10-13=-739/1440, 7-9=-1569/894 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=160mph (3-second gust) Vasd=124mph; TCDL--1.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=27ft; eave--lft; Cat. II; Exp C; Encl., GCpi=o.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-2-11, interior(1) 2-2-11 to 13-3-8, Extedor(2) 13-3-8 to 16-3-8, Interior(1) 21-0-8 to 26-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 440 lb uplift at joint 9 and 556 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and hiss systems, seeANSI/TPI I 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, Mexancida, VA 22314. Tampa, FL 33610 Job Truss Truss Type City PIY T12435932 505177-PSLP-SEAGRAPE A04 Roo Special 1 1 Job Reference (optional) Tibbetts Lumber, 8.130 s Sep 15 za 17 rvu i ek muuau tea, a ic. n l ,vov 3 .­ .aye I D:7k84E7CgbeTxm_Xyi ET6mAyKW 1 t-wxnAuYOdOtTdYM W I7 _MXIkDB5Y3zuOKGrMydujyMljJ 1-0-0 2.7-10 8-0-0 13-3-8 15-3-14 19-0-8 26.7-0 1-0-0 2-7-10 5-4-6 5-3-8 2-0-6 3-8-10 7-6-8 Scale = 1:48.8 4x4 = I9 4x6 = 3x4 I 1 2x4 11 4x4 = 6x6 — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.26 3-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.59 3-13 >540 240 BC LL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(TL) 0.30 9 Pla n/a BC DL 10.0 Code FBC2014/TP12007 Matrix -AS Wind(LL) 0.38 3-13 >827 240 Weight: 152lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 31 -Except` WEBS 1 Row at midpt 7-9 3-14: 2x6 SP No.2, 6-11,9-11: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=923/Mechanical, 2=1091/0-7-10 Max Harz 2=244(LC 12) Max Uplift 9= 449(LC 12), 2=-554(1_C 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-16= 321/38, 3-4=-1794/990, 4-5=-1860/1206, 5-6=-1376/930, 6-7=-1434/884 BOT CHORD 3-13=-1003/1669, 12-13=-617/1022, 9-10=-779/1309 WEBS 4-13= 455/443, 5-13=-564/947, 5-12=-352/675, 10-12=-729/1328, 7-10=-229/276, 7-9=-1409/835 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--1.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-2-11, Interior(1) 2-2-11 to 13-3-8, Exterior(2) 13-3-8 to 16-3-8, Intefior(1) 19-0-8 to 26-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 449 lb uplift at joint 9 and 554 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing nn MiT prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ek' 6904 Parke East Blvd. fabrication, storage, delivery. erection and bracing of trusses and truss systems. seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 - Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Q Ply T12435933 505177-PSLP-SEAGRAPE A05 Roof Special 1 1 Job Reference (optional) ribbetts Lumber, 8.13u s Sep i o zu i r rvu i ert uruubmeb, mu. n i NOV J ca.c — Zu 11 raeo 1 ID:7k84E7CgbeTxm_Xy1ET6mAyKWit-OBLZ5uPFnBbUAV5ybhumrxmJHyNLdQZQ3ohAR9yMljl 1-0-0 2-7-10 6-9-13 11-0-0 15-7-0 17-0-8 18-10-4 22-0-0 1-1 12 26-9-0 1-0-0 2-7-10 4-2-3 4-2-3 4-7-0 1-5-8 1-9-12 3-1-12 3-1-12 Scale: 1/4"=l' 4x8 = 4x4 = 29 30 31 . 6 4x12 = 2x4 11 4x8 = 2x4 II 6x6 = j1 17 1. 11 ,.. 12 3x4 = 3x4 II 2x4 II 6x6 = 3x4 = 3x12 II 5x6 = 17-0.8 LOADING (psf) TOLL 20.0 TCDL 7.0 BOLL 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. TO 0.66 BC 0.74 WB 0.78 Matrix -AS DEFL. in (loc) Well ' Ud Vert(ILL) 0.36 3-20 >890 240 Vert(TL) -0.64 18-19 >496 180 Horz(TL) 0.30 12 n/a n/a Attic -0.10 13-14 746 360 ' PLATES GRIP MT20 244/190 Weight: 198 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP M 31 *Except` 10-0-0 oc bracing: 16-18 3-21: 2x6 SP No.2, 6-16: 2x4 SP No.2, 12-17: 2x6 SP DSS WEBS 1 Row at midpt 12-23 WEBS 2x4 SP No.2 `` MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection, in accordance with Stabilizer Left: 2x4 SP No.3 Installationguide._ REACTIONS. (lb/size) 12=1367/Mechanical, 2=1198/0-7-10 Max Horz 2=298(LC 12) Max Uplift 12=-69(LC 12), 2=-458(LC 12) Max Grav 12=1583(LC 18), 2=1243(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-26— 316/0, 3-4=-2256/951, 4-5=-1727/723, 5-6— 1693/632, 6-7=-1857/656, 7-8=-1441/257, 8-9� 1671/321, 9-10=-779/2213, 10-1 1=-758/2086,11-12=-459/1288 BOT CHORD 3-21=-254/135, 3-20=-1046/2088, 19-20=-1047/2089, 18-19=-674/1528, 6-18— 82/670, 14-15=-501/1647, 13-14=-245/1399, 12-13— 241/1339 WEBS 4-19=-659/434, 5-19=-149/389, 5-18=0/383, 15-18=-506/1741, 7-15=446/0, 7-14=-700/684, 14-22=0/455, 22-24-1125/178, 23-24= 1123/178, 13-23=0/1677, 11-23=-2437/883, 12-23=-3980/716, 9-22=-260/1431, 9-23=-2570/874 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=27ft; eave=oft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extefior(2) -1-0-0 to 2-2-11, interior(1) 2-2-11 to 11-0-0, Extedor(2) 11-0-0 to 17-0-8, Interior(1) 17-0-8 to 26-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.01b AC unit load placed on the bottom chord, 22-0-0 from left end, supported at two points, 2-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 22-24, 23-24 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 12 and 458 lb uplift at joint 2. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12 ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ® WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only Win MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a in= system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is To buckling of individual Truss web and/or chord members only. Additional temporary and permanent bracing p/� T prevent Is always required for stability and To prevent collapse with possible personal Injury and property damage. For general guidance regarding the Adflt eW 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Job Truss Truss Type aty Ply • T12435934 505177-PSLP-SEAGRAPE A06 Half Hip 1 1 Job Reference (optional) Tibbetts Lumber, 8A30 s Sep to 2017 Nu i ex muustues, Inc. Fri Nov J ca.u.co GV 1 / Faye I D:7k84E7CgbeTxm_Xyi ET6mAyKW 1 t-KW SJ W aRVJorCPpFKi6wEwMrcG13L5KgjXKAHV2yMljG 1-0-0 2-7-10 9-0-0 12-3-11 15-3-14 18-1%4 22-0-0 25-1-12 26-9-0 1-0-0 2-7.10 2-7-15 3-8-7 3-3-11 3-0-3 3.6-6 3-1-12 3-1-12 Scale = 1:47.1 4x4 = 3x4 = 2x4 11 3x4 = 4x4 = 5x6 = 6x6 = 5 28 6 29 30 7 8 9 31 10 11 c� 16 5x6 — 3x4 11 4x4 11 4x4 = 3x12 11 5x8 = 0-4 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 FBC2014ITP12007 CSI. TC 0.88 BC 0.71 WB 0.81 Matrix -AS DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in (loc) Well Ud 0.39 14-15 >811 240 -0.82 14-15 >388 180 0.29 12 r1/a n/a -0.13 13-14 566 360 PLATES GRIP MT20 244/190 Weight: 184 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 `Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 5-11: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP M 31 `Except' 10-0-0 oc bracing: 15-17 3-20:2x6 SP No.2, 7-15: 2x4 SP No.2, 12-16: 2x6 SP DSS WEBS 1 Row at midpt 12-22 WEBS 2x4 SP No.2 2 Rows at 1/3 pts 21-22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=1369/Mechanical, 2=1196/0-7-10 Max Horz 2=283(LC 12) Max Uplift 12=-68(LC 12), 2=-459(LC 12) Max Grav 12=1585(LC 18), 2=1237(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-25=-309/0, 3-4=-2455/1142, 4-5=-1933/829, 5-6=-1725/806, 6-7=-2193/717, 7-8=-2177/712, 8-9=-1857/356, 9-10= 250/81, 10-11= 810/2165, 11-12= 352/974 BOT CHORD 3-19= 1255/2272, 18-19=-1257/2276, 17-18=-833/2013, 15-17=-167/325, 7-17=-264/194, 14-15=-171/274, 13-14=-235/1406, 12-13= 225/1373 WEBS 5-18=165/685, 14-17=-85/1245, 8-17=-665/1068, 14-21=-569/573, 8-21=-818/631, 21-23= 1181/166, 22-23=-3807/1111, 13-22=0/1984, 10-22=-794/424, 4-18=-632/500, 11-22=-2329/868, 12-22=-3905/645, 9-23=-497/209, 9-21=-294/1669, 6-18=-510/96, 6-17=0/337, 10-23— 959/2665 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=1�ft; B=45ft; L=27fh eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-2-11, Intedor(1) 2-2-11 to 9-0-0, Extedor(2) 9-0-0 to 13-2-15 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.01b AC unit load placed on the bottom chord, 22-0-0 from left end, supported at two points, 2-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 21-23, 22-23 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 12 and 459 lb uplift at joint 2. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 iruss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII 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 33610 Job Truss Truss Type uty PIY T12435934 505177-PSLP-SEAGRAPE A06 Half Hip 1 1 Job Reference (optional) ribbetts Lumber, ID:7k84E7CgbeTxm—Xy1 ET6mAyKW 1 t-KW SJW aRVJorCPpFKi6wEwMrcGl3L5KgjXKAHV2yMf G NOTES- 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ® WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII.7473 rev. 1010312015 BEFORE USE ' Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and muss systems, seeANSi/TPI I 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 33610 Job Truss Truss Type ry Ply T12435935 505177-PSLP-SEAGRAPE A07 Half Hip Girder 1 1 Job Reference (optional) ribbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Nov 3 23:27:27 2017 Page 1 ID:7k84E7CgbeTxm_Xyl ET6mAyKW 1t-Gva3xGSmgP5we7PjgXyi?nw00ZhrZCI?_efOaxyMljE -1.0-0 7.0.0 13-4-9 19-10-15 26-7.0 1-0-0 7-0-0 6-4-9 6-6-5 6-8-1 Special NAILED 6x6 = 3x4 = NAILED NAILED NAILED NAILED 3 13 1416 41617 18 19 Scale = 1:46.4 NAILED NAILED 7x8 = NAILED NAILED 3x4 it 20 5 21 22 23 6 ru a o 7 4x6 = 2x4 LUS24 LUS24 7x8 _ LUS24 LUS24 3x4 =LUS24 LUS24 LUS24 6x8 = HJC26 7-0-0 LUS24 LUS24 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.18 8-9 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.42 8-9 >761 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.93 Horz(TL) 0.13 7 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -MS Wind(LL) 0.28 9 >999 240 LUMBER- BRACING - TOP CHORD 2x6 SP No.2'Except* TOP CHORD 1-3: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.2 WEBS REACTIONS. (lb/size) 7=2158/Mechanical, 2=2006/0-7-10 Max Horz 2=225(LC 8) Max Uplift 7=-1202(LC 8), 2= 1280(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3996/2499, 3-4= 4455/2641, 4-5= 3343/1886, 6-7= 290/266 BOT CHORD 2-10= 2305/3512, 9-10= 2289/3484, 8-9= 2652/4460, 7-8= 1876/3303 WEBS 3-10=-3721734, 3-9=-424/1212, 4-9— 266/355, 4-8=-1259/862, 5-8=-230/1002, 5-7=-3677/2092 26-7-0 6-8-1 PLATES GRIP MT20 244/190 Weight: 170 lb FT = 20% Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. Rigid ceiling directly applied or 4-6-2 oc bracing. 1 Row at midpt 4-8, 5-7 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=27ft; eave=4ft Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1202 lb uplift at joint 7 and 1280 lb uplift at joint 2. 8) Use USP HJC26 (With 16d nails Into Girder & 1 Od nails into Truss) or equivalent at 7-0-6 from the left end to connect truss(es) to front face of bottom chord. 9) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 25-0-12 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 233 lb down and 361 lb up at 7-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) 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 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent trickling of Individual truss web and/or chord members only. Additional temporary and permanent bracing p� ®k° MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quallty 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 33610 Job Truss Truss Type Oty Ply T12435935 505177-PSLP-SEAGRAPE A07 Half Hip Girder 1 1 Job Reference (optional) I Ibbetts Lumber, ID:7k84E7CgbeTxm_Xyi ET6mAyKWit-Gva3xGSmgP5we7PjgXyi?nw00ZhrZCI?_efOaxyMljE 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, 2-7=-20 Concentrated Loads (lb) Vert: 3=-165(F) 9= 62(F) 10=-380(F) 13=-117(F) 14=-117(F) 16=-117(F) 18= 117(F) 19= 117(F) 20=-117(F) 21= 117(F) 22=-117(F) 23=-117(F) 24=-62(F) 25=-62(F) 26= 62(F) 27=-62(F) 28=-62(F) 29=-62(F) 30=-62(F) 31=-62(F) ® WARNING - VerUy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate tits design into 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 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Oty Ply T12435936 505177-PSLP-SEAGRAPE B01 ROOF SPECIAL 3 1 ' Job Reference (optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MITek Industries, Inc. Fri Nov 3 2321 20 2017 Page 1 ID:7k84E7CgbeTxm_Xy1 ET6mAyKW 1t-k58S8cTObjDnGH_vNFTxY?TBbz2NImy9DIPx6NyMIjD 20-11-6 --217--07--001-0005 7-10 13-3-8 2677100r 5-7-10 7-7-14 7-7-14 Scale: 1/4"=l' 5x6 = to IQ a 3x8 3x6 3.20 12 5-7-10 13-3-8 20-11-6 26.7-0 5-7-10 7-7-14 7-7-14 5-7-10 Plate Offsets (XY)-- f2:0-1-11 Edgel f6:0-1-11 Edge] (8:0-2-120-3-0] f10:0-2-120-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.28 9-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.73 9-10 >438 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.44 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Wind(LL) 0.36 9-10 >895 240 Weight: 122lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.2 WEBS REACTIONS. (lb/size) 2=1038/0-7-10, 6=1038/0-7-10 Max Harz 2=-270(LC 10) Max Uplift 2=-542(LC 12), 6=-542(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3274/1705, 3-4=-1526/869, 4-5=-1526/860, 5-6= 3274/1717 BOT CHORD 2-10= 1421/3078, 9-10= 1349/2898, 8-9= 1395/2783, 6-8=-1469/2956 WEBS 4-9= 327/842, 5-9=-1559/969, 5-8= 281/814, 3-9=-1677/952, 3-10= 272/849 Structural wood sheathing directly applied Rigid ceiling directly applied. 1 Row at midpt 5-9, 3-9 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft L=27ft eave--tft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-3-8, Extedor(2) 13-3-8 to 16-3-8 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 542 lb uplift at joint 2 and 542 lb uplift at joint 6. 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. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10703/2015 BEFORE USE. ' Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate Hits design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing p� T @VAS e W Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Qualih7 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 33610 Job Truss Truss Type Qty Ply T12435937 505177-PSLP-SEAGRAPE B03 Roof Special 8 1 Job Reference (optional) ribbetts Lumber, 6. i 30 5 oep 1 D Gv 1 I IVII I en !I MU-11—, 111- n 1 IYvv o co.0 av i , r ayo ID:7k84E7CgbeTxm_Xyl ET6mAyKW 1t-DHigMyUOM1 LeuRY5xy_A5COLIMN01 DDISy8VepyMljC 1-0-0 5-7-10 13-3-8 20-11-6 26-5-8 1-0-0 5-7-10 7-7-14 7-7-14 5-6-2 Scale: 1/4°=1' 5x6 = 3x6 � 3x6 3.20 12 5-7-10 13-3-8 1 20-11-6 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/rP12007 CSI. TC 0.62 BC 0.92 WB 0.45 Matrix -AS DEFL. in Vert(LL) -0.27 Vert(TL) -0.69 Horz(TL) 0.41 Wind(LL) 0.35 (loc) Well Ud 7-8 >999 360 7-8 >458 240 6 n/a n/a 7-8 >912 240 PLATES GRIP MT20 244/190 Weight: 119lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 31 'Except' BOT CHORD Rigid ceiling directly applied. 7-9: 2x4 SP No.2 WEBS 1 Row at midpt 5-8, 3-8 WEBS 2x4 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) 6=978/0-6-2, 2=1034/0-7-10 Max Horz 2=264(LC 11) Max Uplift 6=-465(LC 12), 2=-541(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3264/1756, 3-4=-1517/873, 4-5= 1516/885, 5-6=-3217/1773 BOT CHORD 2-9= 1532/3049, 8-9= 1455/2870, 7-8=-1439/2733, 6-7= 1517/2899 WEBS 4-8=-344/836, 5-8=-1522/973, 5-7= 295/786, 3-8=-1673/989, 3-9=-293/838 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=2611t eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-3-8, Exterior(2) 13-3-8 to 16-3-8 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 465 lb uplift at joint 6 and 541 lb uplift at joint 2. 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 - Verily design parameters and READ NOTES -THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev, 10/03/2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate Flits design Into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Btvd. fabrication, storage, delivery, erection and bracing of trusses and Truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314, Job Truss Truss Type Qty Ply T12435938 505177-PSLP-SEAGRAPE Col Roof Special 2 1 �J.b%f.rence (optional) Tibbetts Lumber, Z1 0 5-7-10 8.130 s Sep io 20 / Mi i ek industries, Inc. Fri rvdv 3 23:41:3V Lu I l i ID:7k84E7CgbeTxm_Xyl ET6mAyKW 1 t-hUGCZI Ue7KTVVa71VfW PdQYYomkDmfeSgbu2Bl 1A-A-n 26-7-0 27-7-0, 5x8 = Scale: 1/4"=l' 12 .I — V 3x8 2x4 11 3x8 = 5x6 = 4x4 = 3.20 F12 19-8-0 I9 m I� 0 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 0.51 BC 0.85 WB 0.54 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) -0.19 13-14 >999 360 Vert(TL) -0.43 13-14 >740 240 HOrz(fL) 0.22 7 n/a n/a Wind(LL) 0.23 12 >999 240 PLATES GRIP MT20 2441190 Weight: 142lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.2 10-0-0 oc bracing: 11-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1035/0-7-10, 7=1054/0-7-10 Max Horz 2=-270(LC 10) Max Uplift 2= 532(LC 12), 7=-546(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3176/1604, 3-4=-2051/1126, 4-5=-2037/1224, 5-6=-1183/755, 6-7= 1688/915 BOT CHORD 2-14=-1320/2970, 13-14=-1248/2798, 4-13=-244/250, 9-10= 676/1441, 7-9=-676/1441 WEBS 3-14= 274/793, 3-13=-1052/566, 10-13=-311/964, 5-13=-691/1381, 6-10=-595/401, 6-9=0/256 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=27ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-3-8, Exterior(2) 13-3-8 to 16-3-8 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 532 lb uplift at joint 2 and 546 lb uplift at joint 7. 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 REFERANCE PAGE MII--7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Info the overall Wilding design Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek7 -Bracing prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply T12435939 505177-PSLP-SEAGRAPE CO2 Common 1 1 Job Reference (optional) ribbetts Lumber, 8.130 s Sep lb 20i / MI i eK Industries, Inc. Fri Nov 3 23:27 3a 2017 rage I ID:7k84E7CgbeTxm_Xyl ET6mAyKW 1 t-hUGCZI Ue7KTVVa7lVfW PdQYZgmn2mjhSgbu2BGyMIjB -1-0-0 6-11-0 13-3-8 19-8-0 26-7.0 1-0-0 6-11-0 6-4-8 6-4-8 6-11-0 4x6 = Scale=1:46.2 2 6 1 dj1 to 0 8 19 20 7 4x4 = 3x4 = 5x6 = 4x4 = 9-0-8 17-6-8 26-7-0 9-0-8 8-6-0 9-0-8 Plate Offsets (X Y)-- f2:0-1-12 Edgel f6:0-1-12 Edge], 17:0-3-0 0-3-41 LOADING (psf) SPACING- 2-0-0 CSI., DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL , 1.25 TC 0.45 Vert(LL) -0.22 7-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.40 7-8 >797 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(TL) 0.06 6 n/a n1a BCDL 10.0 Code FBC2014/TP12007 Matfix-AS Wind(LL) 0.10 7-8 >999 240 Weight: 120Ito FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.2 REACTIONS. (lb/size) 6=983/0-7-10, 2=1038/0-7-10 Max Harz 2=262(LC 11) Max Uplift 6=-468(LC 12), 2=-542(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 16351934, 3-4=-1449/920, 4-5= 1451/933, 5-6=-1637/948 BOT CHORD 2-8= 723/1547, 7-8=-368/998, 6-7— 721/1400 WEBS 4-7= 280/652, 5-7=-369/381, 4-8=-279/650, 3-8=-368/380 Structural wood sheathing directly applied. 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) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=l6omph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=271t; eave=4ft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-3-8, Extefior(2) 13-3-8 to 16-3-8 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 468 lb uplift at joint 6 and 542 lb uplift at joint 2. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/0312015 BEFORE USE. Design valid for use only wllh MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a -truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Oty Ply T12435940 505177-PSLP-SEAGRAPE CO3 Roof Special Girder 1 1 Job Reference (optional) Tibbetts Lumber, a. i au s aep 1 o 201 i IY11 1 en 111ULISMUS, 111V. FT. o aQ:a .uvo , ID:7k84E7CgbeTxm_Xyt ET6mAyKW 1t-9gpandVGuebM7kiU3N1 eAd5k?A4yV6jbvFdbjiyMljA 1 0 0 5-9-4 11-0-0 15-7-0 20-9-12 24-6-8 26-6-8 28-7-0 29-7-Q r1-0-0 5.9-4 5-2-12 4-7-0 5-2-12 3-8-12 2-0-0 2-0-8 1-0-0 Scale = 1:51.6 4x8 = 4x4 = 22 23 5 oj1T 0 10 14 IJ — iI 3x4 —_ 2x4 II 3x4 = 5x8 = 4x4 = 3x4 = 4x4 = NAILED 11-0-0 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 NO Code FBC2014/fP12007 CSI. TC 0.42 BC 0.89 WB 0.52 Matrix -MS DEFL. in (loc) I/defl Ud Vert(LL) -0.13 12 >999 360 Vert(TL) -0.31 12-13 >999 240 Horz(TL) 0.10 9 n/a n/a Wind(LL) 0.17 12 >999 240 PLATES GRIP MT20 244/190 Weight: 153lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-2 oc bracing. WEBS 2x4 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) 2=1105/0-7-10, 9=1120/0-7-10 Max Horz 2=230(LC 7) Max Uplift 2— 574(LC 8), 9=-580(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1861/877, 3-4= 1456/758, 4-5=-1301/762, 5-6=-1517/787, 6-7=-2212/1066, 7-8=-1510/693, 8-9=-1655/737 BOT CHORD 2-15= 651/1625, 14-15=-651/1625, 13-14=-398/1248, 12-13=-818/1965, 11 -1 2=-1 326/2914, 9-11= 557/1409 WEBS 3-14= 479/292, 4-14=-95/342, 5-13=-138/411, 6-13=-816/451, 6-12=-95/432, 7-12=-992/529, 7-11 =-1 624/858, 8-11— 298/750 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=29ft; eave=oft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 574 lb uplift at joint 2 and 580 lb uplift at joint 9. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 5-7=-54, 7-8= 54, 8-10=-54, 16-19=-20 Concentrated Loads (lb) Vert: 11=-2(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REPERANCE PAGE Mll-7473 rev. 1010312016 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual 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 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute- 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T12435941 505177-PSLP-SEAGRAPE C04 Roof Special 1 1 Job Reference (optional) Tibbetts Lumber, 8.130 s Sep 15 2011 IVII I UK InULISMeS, IIIU. Fn IVvv o a : : c av i I age ID:7k84E7CgbeTxm_Xyl ET6mAyKW 1t-dsNy_zW ufykDiuHgc4YtirdvmaSuEbGI8vN9FByMlj9 �(� 4 9 4 9-0-0 13-3-8 17-7-0 22-6.8 24-6-8 , 28.7-0 29.7J0 1-0-0 4-9.4 4-2-12 4-3-8 4-3-8 4-11-8 2-0-0 4-0.8 1-0-0 Scale = 1:50.6 4x6 = 3x4 = 06 = 4 23 5 24 25 6 3x8 = 3x4 = 3x8 = 3x4 = 3x4 = 4x4 = 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 FBC2014lrP12007 CSI. TC 0.42 BC 0.71 WB 0.43 Matrix -AS DEFL. in (loc) ' Well Ud Vert(LL) -0.11 12 >999 360 Vert(TL) -0.34 12-14 >999 240 Horz(TL) 0.10 9 n/a n/a Wind(LL) 0.15 12 >999 240 PLATES GRIP MT20 244/190 Weight: 144lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1112/0-7-10, 9=1111/0-7-10 Max Horz 2=192(LC 11) Max Uplift 2= 574(LC 12), 9=-580(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1863/1214, 3-4= 1623/1046, 4-5= 141811017, 5-6=-1557/1121, 6-7=-177811148, 7-8=-1688/1122, 8-9=-1893/1169 BOT CHORD 2-14— 954/1617, 12-14=-818/1592, 11-12=-1376/2285, 9-11=-924/1636 WEBS 3-14= 292/315,4-14=-223/469,5-14= 342/251,6-12=-235/508,7-12— 803/653, 7-11=-896/637.8-11=-401/742 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=29ft; eave=oft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Extedor(2) 9-0-0 to 20-7-0, Interior(1) 20-7-0 to 22-6-8, Exterior(2) 24-6-8 to 27-6-8 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 574 lb uplift at joint 2 and 580 lb uplift at joint 9. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE 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 tits design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing nA ek• Mi ®T Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage• delivery, erection and bracing of trusses and Truss systems, seeANSVTPI I 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 33610 Job Truss Truss Type city Ply T12435942 505177-PSLP-SEAGRAPE C05 Roof Special 1 1 Job Reference (optional) Tibbetts Lumber, 8.1,50 s Sep 15 2017 MI I UK Industries, Inc. rn Nov o 2321.3 rage I D:7k84E7CgbeTxm_Xy1 ET6mAyKW 1 t-53xKBJXW QFs3M2stAo36F2A30_sYz3luNZ6inayMljB 1 0 0, 7-0.0 13.3-8 19-7-0 - 20-6-q 22-6-8 28-7-0 29-7-q - 0 7-0-0 6-3-8 6-3-8 -11-8 2-0-0 6-0-8 48 = 23 2x4 11 4x8 = 4 24 25 26 5 64x4 = 4x6 = Scale = 1:50.6 14 1u 1i — 4x4 — 2x4 I I 3x8 = 3x4 = 3x4 = 3x4 = 3x4 6-3-8 ' 6-3-8 2-11-8 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 0.49 BC 0.49 WB 0.35 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) -0.13 13 >999 360 Vert(TL) -0.32 11-13 >999 240 Horz(TL) 0.09 8 n/a n/a Wind(LL) 0.16 13 >999 240 PLATES GRIP MT20 244/190 Weight: 139lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1113/0-7-10, 8=1110/0-7-10 Max Horz 2=-154(LC 10) Max Uplift 2=-578(LC 12), 8=-576(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1787/1084, 3-4= 2089/1396, 4-5=-2089/1396, 5-6= 1916/1267, 6-7=-1579/1098, 7-8= 1814/1123 BOT CHORD 2-14= 786/1522, 13-14=-784/1527, 11-13=-955/1785, 10-11=-1022/1865, 8-10= 862/1553 WEBS 3-14=0/253, 3-13=-415/727, 4-13=-378/365, 5-13=-211/454, 5-11 =-I 64/404, 6-11=-287/218, 6-10=-566/343, 7-10=-250/543 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=29ft; eave--ift; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-0-0, Exterior(2) 7-0-0 to 20-6-8, Interior(1) 20-6-8 to 29-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 578 lb uplift at joint 2 and 576 lb uplift at joint 8. 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 - Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II.7473 rev, 101032015 BEFORE USE, Design valid for use only with MOO connectors. This design Is based only upon parameters shown, 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 if19i eW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of Trusses and truss systems, seeANSI/TPI I 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 33610 Job Truss Truss Type City Ply T12435943 505177-PSLP-SEAGRAPE C06 Hip Girder 1 1 Job Reference (optional) I wDeUS LUMDer, -..ter ,� �.....,.. ..._. , ....-. - --'-' '-- -- .. . _ - ID:7k84E7CgbeTxm_Xyi ET6mAyKW 1 t-1 R35c?ynyt6ncMOFID5aKTFOFnTNRxtBgtbpsTyMij6 1�r 9.8-10 14.;11 18-10-6 23-7-0 28.7-0 29-7-0 1-oo 5-0-0 4-8-10 4-6-14 4-6-14 4-8-10 5-0.0 Special NAILED NAILED Sx8 = NAILED 2x4 II 6.00 12 3 19 20 21 4 22 NAILED NAILED NAILED NAILED Sx8 = NAILED 2x4 II NAILED 23 5 24 25 6 26 27 28 Special 5x8 = 7 Scale = 1:49.8 m 0 N Io 74 29 30 rJ 31 32 " 33 34 1. 35 36 1 3x8 = 2x4 II LUS24 7x8 = LUS24 LUS24 2x4 II LUS24 7x8 = LUS24 2x4 I 3x8 = HJC26 LUS24 LUS24 LUS24 LUS24 HJC26 18-10-6 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 NO Code FBC2014/TP12007 CSI. TC 0.53 BC 0.79 WB 0.44 Matrix -MS DEFL. in Vert(LL) -0.28 Vert(TL) -0.65 Horz(TL) 0.14 Wind(LL) 0.42 (loc) I/deft Ud 12 >999 360 12 >530 240 8 r1/a n/a 12 >810 240 PLATES GRIP MT20 244/190 Weight: 159 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc puffins. 3-5,5-7: 2x4rSP M 31 BOT CHORD Rigid ceiling directly applied or 4-11-15 oc bracing. BOT CHORD 2x6 SP No.2 *Except` MiTek recommends that Stabilizers and required cross bracing 11-13: 2x6 SP DSS be installed during truss erection, in accordance with Stabilizer WEBS 2x4 SP No.2 Installation guide. REACTIONS. (lb/size) 2=1833/0-7-10, 8=1833/0-7-10 Max Horz 2=-115(LC 23) Max Uplift 2=-1110(LC 8), 8=-1110(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 3680/2161, 3-4=-4970/2842, 4-5= 4970/2842, 5-6= 4970/2842, 6-7=-4970/2842, 7-8=-3680/2161 BOT CHORD 2-14=-1804/3255, 13-14= 1811/3274, 12-13=-2985/5594, 11-12= 2985/5594, 10-1 1=-1811/3274,8-10=-1804/3255 WEBS 3-14=-117/401, 3-13=-966/1962, 4-13=-420/395, 5-13= 720/366, 5-12=0/341, 5-11= 720/367, 6-11=-420/395, 7-11=-966/1962, 7-10— 117/401 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft B=45ft; L=29ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1110 lb uplift at joint 2 and 1110 lb uplift at joint 8. 7) Use USP HJC26 (With 16d nails into Girder & 1 Od nails Into Truss) or equivalent spaced at 18-6-4 oc max. starting at 5-0-6 from the left end to 23-6-10 to connect truss(es) to back face of bottom chord. 8) Use Simpson Strong -Tie LUS24 (4-1 Od Girder, 2-1 Od Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 7-0-12 from the left end to 21-6-4 to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger Is in contact with lumber. 10) "NAILED" Indicates 3-10d (0.148"xW) or 3-12d (0.148"x3.25") toe -nails per NDS guldlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 218 lb down and 340 lb up at 5-0-0, and 218 lb down and 340 lb up at 23-7-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev, 1010312015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �� a truss system. Before use, the bullding designer must verity the applicability of design parameters and properly incorporate this design Into the overall bullding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW ' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and inns systems, seeANSI/TPI I 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 33610 Job Truss Truss Type Qty Ply T12435943 505177-PSLP-SEAGRAPE C06 Hip Girder 1 1 Job Reference (optional) Tibbetts Lumber, o.iou S Jell 15 eu i! rvii I er, IIuubureb, u il. rrr NVV oGJ.Gl-cv 11 raves ID:7k84E7CgbeTxm_Xyi ET6mAyKW1t-1 R35c?Ynyt6ncMOFiD5aKTFOFnTNRxtBgtbpsTyMlj6 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9= 54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-153(B) 7=-153(B) 14=-104(B) 5=-64(B) 12=-40(B) 10=-104(B) 20=-64(B) 21=-64(B) 22=-64(B) 23=-64(B) 24=-64(B) 25=-64(B) 26=-64(B) 27=64(6) 29= 40(B) 30=-40(B) 31=-40(B) 32— 40(B) 33=-40(B) 34=-40(B) 35=-40(B) 36=-40(B) ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI I 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 33610 Job Truss Truss Type Oty Ply T12435944 505177-PSLP-SEAGRAPE CJ1 Corner Jack 16 1 Job Reference (optional) ribbetts Lumber, 8.130 s Sep 15 2017 MI I etc industries, inc, Fri Nov 3 23.27.36 201 / Page 1 ID:7k84E7CgbeTxm_Xyi ET6mAyKW 1t-VedTgLZPjAEeDVbSrwcpthogY6_iAU1 K3XLMOvyMlj5 -1-0-0 1-0-0 1-0-0 1-0-0 CO 6 0 uo 0 2x4 = Scale = 1:7.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) (- I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 7 >999 180 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 -MP Wind(LL) -0.00 7 >999 240, Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=9/Mechanical, 2=118/0-7-10, 4=0/Mechanical Max Horz 2=67(LC 12) / Max Uplift 3=-6(LC 9), 2=-129(LC 12) Max Grav 3=12(LC 17), 2=118(LC 1), 4=20(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 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 guide. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft B=45ft; L=24ft; eave=4ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 3 and 129 lb uplift at joint 2. ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. ' Design valld for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing �/T M! prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 8y� ek' 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and Truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply T12435945 505177-PSLP-SEAGRAPE CJ3 Corner Jack 14 1 Job Reference (optional) Tibbetts Lumber, a. roa 5 OUP ID cU I I IVII I tl II IUUJ ICJ, II I- ill Lw , . , -'d ID:7k84E7CgbeTxm_Xy1 ET6mAyKW 1t-VedTgLZPjAEeDVbSrwcpthofVByGAU1 K3XLMOvyMlj5 1-0-0 3-0-0 1-0-0 3-0-0 Scale: 1'=l' 2x4 = , LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 2 I.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.02 4-7 >999 240 TCDL 7.o Lumber DOL 1.25 BC 0.17 Vert(TL) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=65/Mechanical, 2=172/0-7-10, 4=35/Mechanical Max Horz 2=120(LC 12) Max Uplift 3=-70(LC 12), 2=-177(LC 12), 4=-44(LC 9) Max Grav 3=66(LC 17), 2=172(LC 1), 4=51(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. 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 Installationguide.__ NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterar(2) -1-0-0 to 2-0-0, Intedor(1) 2-0-0 to 2-11-4 zone; cantilever left and right exposed; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 3, 177lb uplift at joint 2 and 44 lb uplift at joint 4. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE 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 miss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate Bits design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of misses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply T12435946 505177-PSLP-SEAGRAPE CJ5 Corner Jack 6 1 Job Reference (optional) Tibbetts Lumber, o. l ou —v l u �v I G u, uG 1— , . , ID:7k84E7CgbeTxm_Xyl ET6mAyKW 1t-_gBrlhal UUMVrfAePe82PuLjcbCXvxGUHB4wwMyMlj4 1-0-0 5-0.0 1-0-0 5-0.0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.13 4-7 >452 240 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.07 4-7 >878 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014[TP12007 Matrix -AS LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=118/Mechanical, 2=242/0-7-10, 4=60/Mechanical Max Horz 2=173(LC 12) Max Uplift 3=-129(LC 12), 2=-231(LC 12), 4=-78(LC 12) Max Grav 3=121(LC 17), 2=242(LC 1), 4=87(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:19.0 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% Structural wood sheathing directly applied 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, interior(1) 2-0-0 to 4-11-4 zone; cantilever left and right exposed; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 3, 231 lb uplift at joint 2 and 78 lb uplift at joint 4. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This clesign Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing p� eW Mi iT Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI1 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 33610 Job Truss Truss Type Oty Ply T12435947 505177-PSLP-SEAGRAPE DO1 Common Girder 1 2 Job Reference (optional) no Fibbetts Lumber, a. 1 JU b 0tl1' 1 a cv , r ry . i en a iuUS n „ ,. , , y ID:7k84E7CgbeTxm_Xy1 ET6mAyKW 1 t-SOIDFI bfFoUMTpkgzLfHy6tu??YIeDPdWrgTToyMlj3 1-0-0 3-10-0 7-1-8 10-4-0 13-6-8 16-10-0 20-8-0 1-0.0 3-10-0 3-3-8 3-2-8 3-2-8 3-3-8 3-10.0 3 Scale=1:34.7 4x8 = THD26 THD26 THD26 axn — 3x8 11 6x6 = 7x8 = THD266x6 = 3x8 I THD26 THD26 THD26 13-6-8 1 16-10-0 20-8-0 m Io LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.15 10-11 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.38 11-12 >658 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.71 HOrz(fL) 0.10 8 Na n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MS Wind(L-) 0.20 11-12 >999 240 Weight: 258lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc puffins. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 9-4-1 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 8=5653/0-7-10, 2=4424/0-7-10 Max Horz 2=205(LC 7) Max Uplift 8=-2274(LC 8), 2=-1725(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9396/3525, 3-4=-9284/3466, 4-5=-7318/2576, 5-6=-7319/2576, 6-7=-9261/3448, 7-8=-11240/4422 BOT CHORD 2-13=-3086/8378, 12-13=-3086/8378, 11-12= 2950/6278, 10-11=-2933/8257, 9-10=-3897/10044, 8-9=-3897/10044 WEBS 5-11=-2148/6302, 6-11=-2569/1287, 6-10=-119312603, 7-10= 2058/1109,,7-9=-826/1710, 4-11=-2600/1312, 4-12=-1220/2638, 3-12=-308/282 NOTES- 1) 2-ply truss to be connected together with I Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eaves Oft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 2274 lb uplift at joint 8 and 1725 lb uplift at joint 2. 8) Use USP THD26 (With 16d nails Into Girder & NA91) nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 7-0-12 from the left end to 19-0-12 to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5— 54, 5-8=-54, 2-8= 20 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EKREFERANCE PAGE MI1­7473 rev. 1010312015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component• not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery• erection and bracing of trusses and truss systems, seeANSI/TPII 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 33610 Job Truss Truss Type aty Ply T12435947 505177-PSLP-SEAGRAPE DO1 Common Girder 1 2 Job Reference (optional) I IbbettS Lumber, 0.1Ju J oup 1J Lu I / — w 1IUU 1 wo, 111— i— .ci.w cv i c,yc c ID:7k84E7CgbeTxm_Xyi ET6mAyKW 1 t-SOIDFi bfFoUMTpkgzLfHy6tu??YleDPdW rgTtbyMlj3 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 9— 903(B) 12=-2138(B) 18=-1349(B) 19=-1347(B) 20= 903(B) 21= 908(B) 22= 946(B) Q WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEIVREFERANCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Addillonal temporary and permanent bracing nn Mi prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ek` 6904 Parke East Blvd. fabrication, storage, delivery- erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute- 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Job Truss Truss Type city Ply T12435948 505177-PSLP-SEAGRAPE D02 Hip 1 1 Job Reference (optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Nov 3 23:27:39 2017 Page 1 ID:7k84E7CgbeTxm_Xyi ET6mAyKW 1 t-wDIcSNbHO5cD4zJOX2AW VJ07EOtrNgOmIVZO?EyMlj2 1-0-0 6-3-6 9-0-0 11-8-0 14-4-10 20-8-0 21.8-0 1-0-0 6-3.6 2-8-10 2-8-0 2.8-10 6-3-6 1-0-0 Scale = 1:36.9 4x4 = 48 = 4x4 = 3x8 = 5x6 = 4x4 = 9-0-0 2-8-0 9-0-0 Plate Offsets (X Y)-- (2:0-2-0 Edgel (5:0-5-4 0-2-01 [7:0-1-12 Edge], 19:0-3-00-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in .(loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vett(LL) -0.12 10-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.31 10-13 >808 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Wind(ILL) 0.05 9-16 >999 240 Weight: 100lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=819/0-7-10, 7=819/0-7-10 Max Horz 2=185(LC 11) Max Uplift 2=-437(LC 12), 7— 438(LC 12) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 11511791, 3-4= 9437702, 4-5= 807/668, 5-6=-950/709, 6-7=-1152/789 BOT CHORD 2-10=-563/979, 9-10=-347/804, 7-9=-576/969 WEBS 3-10=-284/344, 4-10= 188/286, 5-9= 202/319, 6-9=-283/342 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Extedor(2) 9-0-0 to 11-8-0, Interior(1) 15-10-15 to 21-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 437 lb uplift at joint 2 and 438 Ib uplift at joint 7. 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 MrrEK REFERANCE 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 M!Tek7 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/7PI1 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 33610 Job Truss Truss Type Oty Piy T12435949 505177-PSLP-SEAGRAPE D03 Hip Girder 1 1 Job Reference (optional) rlbbetts Lumber, 6A50 s Sep io zui 1 Mt i er, muusules, mu. n1 ivov o co:cr.vv Gu 1 r rage 1 ID:7k84E7CgbeTxm_Xy1 ET6mAyKW 1 t-OPs_ficvmPk4i7UD4mhl1Xz9moEh6GMw_9JaXgyMlj 1 1-0-0 7-0-0 13-8-0 20-8-0 21-8-0 1-0-0 7-0-0 6-8-0 7-0-0 1-0.0 Special 6x6 = NAILED NAILED NAILED 16 17 18 Special 5x6 = Scale = 1:36.9 2x4 11 LUS24 LUS24 3x8 MT20HS = 3x4 — 4x4 = LUS24 4x4 = Special Special 7-0-0 Plate Offsets (X Y)-- (3:0-3-0 0-2-71 (4:0-3-0 0-2-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.14 7-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.41 7-9 >602 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.17 Horz(TL) 0.08 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MS Wind(LL) 0.18 7-9 >999 240 Weight: 94lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 `Except` 3-4: 2x6 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1632/0-7-10, 5=1632/0-7-10 Max Horz 2=148(LC 24) Max Uplift 2=-1177(LC 8), 5=-1176(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3003/2127, 3-4=-2588/1962, 4-5=-3006/2128 BOT CHORD 2-9=-1756/2612, 7-9= 1744/2586, 5-7=-1745/2614 WEBS 3-9= 283/755,4-7=-291/756 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft eave--tft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 1 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1177 lb uplift at joint 2 and 1176 lb uplift at joint 5. 8) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 1-3-4 oc max. starting at 9-0-12 from the left end to 11-7-4 to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) "NAILED" Indicates 3-10d (0.148"x3") or 3-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 233 lb down and 360 lb up at 7-0-0, and 233 lb down and 360 lb up at 13-8-0 on top chord, and 380 lb down and 421 lb up at 7-0-0, and 380 lb down and 421 lb up at 13-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility oVothers. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4= 54, 4-6= 54, 10-13=-20 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MMEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicablilty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabricatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI I Quality Criteria, DSB-89 and SCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply T12435949 506177-PSLP-SEAGRAPE D03 Hip Girder 1 1 Job Reference (optional) Tibbetts Lumber, o.rova v iocvil rvnion awu; 1ioo, �,— �„,.... .. �.,,, .-I- ID:7k84E7CgbeTxm_XyiET6mAyKW1t-OPs_ficvmPZZ.D4mhl1X gmoEh6GMw_9JaXgyMlj1 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3= 165(F) 4=-165(F) 9=-380(F) 7=-380(F) 16=-117(F) 17= 117(F) 18=-117(F) 19=-62(F) 20= 62(F) 21=-62(F) ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k` Is always requlred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and imss systems, seeANSI/TPI1 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 33610 Job Truss Truss Type Qty Ply T12435950 505177-PSLP-SEAGRAPE EJ5 Jack -Open 15 1 Job Reference (optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Nov 3 23:27:41 2017 Page 1 I D:7k84E7CgbeTxm_Xyi ET6mAyKW 1 t-sbQMt2dYXjsxKHTPeTC_akVSOCcwrIG3Cp2737yMIjO 1-0-0 5.0-0 1-0-0 5-0-0 3x4 = LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.02 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.07 4-7 >878 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Wind(LL) 0.06 4-7 >999 240 LUMBER - TOP CHORD 2x4 SP NO.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=118/Mechanical, 2=242/0-7-10, 4=60/Mechanical Max Horz 2=173(LC 12) Max Uplift 3=-114(LC 12), 2=-136(LC 12) Max Grav 3=133(LC 17), 2=242(LC 1), 4=87(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. Scale =1:iTO PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20 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: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft B=45ft; L=24ft; eave=4ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 3 and 136 lb uplift at joint 2. 6) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd, fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Job Truss Truss Type QtY Ply T12435951 505177-PSLP-SEAGRAPE EJ7 Jack -Open 15 1 Job Reference (optional) rlbbetts Lumber, 8.i3O s Sep i5 zui r Mi I ek Inausmes, Inc. nI Ivav o co.cr.� I cu i r rage I I D:7k84E7CgbeTxm_Xyl ET6mAyKW 1 t-sbQMt2dYXjsxKHTPeTC_akVLjCZDrIG3Cp2737yMIj0 -1-0-0 7-0-0 1-0-0 7-0-0 3 3x4 = Scale: 1/2"=l' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.09 4-7 >963 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.26 4-7 >323 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 rVa n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -AS Wind(LL) 0.17 4-7 >494 240 Weight: 24lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS, (lb/size) 3=171/Mechanical, 2=315/0-7-10, 4=82/Mechanical Max Horz 2=227(LC 12) Max Uplift 3=-167(LC 12), 2=-155(LC 12) Max Grav 3=192(LC 17), 2=315(LC 1), 4=122(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250. (ib) or less except when shown. 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 quide. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0.0, Interior(1) 2-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167 lb uplift at joint 3 and 155 lb uplift at joint 2. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown- and Is for an Individual building component, not 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 lVijTW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and taus systems, seeANSi/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa. FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street- Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty, Ply T12435952 505177-PSLP-SEAGRAPE G01 Hip Girder 1 1 Job Reference (optional) Tibbetts Lumber, MIJU s aep 10 ZVI / IVII I eK InaUsrnes, Inc. rr1 IVVV J ZJ:Zr:wz ZV I / rage I I D:7k84E7CgbeTxm_Xyt ET6mAyKW 1 t-Ko_k4OeAl0_oyQ2bCBj D6y2XZcu_aB9DRTohcZyMlj? 1-0-0 5.0-0 11-0-0 16-0.0 17-0.0 1-0-0 5.0-0 6-0-0 5-0-0 1-0-0 ' 3x4 = 2x4 = 2x4 II LUS24 LUS24 3x4 = Special Special 3x4 = Scale = 1:29.8 5-0-0 11-0-0 16-0-0 5-0-0 6-0-0 5-0-0 Plate Offsets (X,Y)-- f3:0-5-4,0-2-01, (3:0-2-0,0-5-71, f4:0-2-7,0-2-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.13 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.18 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code FBC2014/ TPI2007 Matrix -MS Weight: 79 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc pudins. BOT CHORD 2x4 SP No.2 Except: WEBS 2x4 SP No.2 4-0-0 oc bracing: 3-4 BOT CHORD Rigid ceiling directly applied or 5-6-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=943/0-7-10, 5=943/0-7-10 Max Harz 2=-111(LC 6) Max Uplift 2— 881(LC 8), 5=-882(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1581/1339, 3-4= 1377/1257, 4-5=-1582/1338 BOT CHORD 2-8= 1098/1362, 7-8=-1109/1377, 5-7=-1077/1363 WEBS 3-8=-195/387, 4-7= 197/387 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 881 lb uplift at joint 2 and 882 lb uplift at joint 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use Simpson Strong -Tie LUS24 (4-1 Od Girder, 2-1 Od Truss, Single Ply Girder) or equivalent spaced at 1-10-8 oc max. starting at 7-0-12 from the left end to 8-11-4 to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 218 lb down and 338 lb up at 5-0-0, and 218 lb down and 338 lb up at 11-0-0 on top chord, and 126 lb down and 83 lb up at 5-0-0, and 126 lb down and 83 lb up at 10-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 1010312015 BEFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 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 33610 Job Truss Truss Type Qty Ply T12435952 505177-PSLP-SEAGRAPE G01 Hip Girder 1 1 Job Reference (optional) I IbbettS Lumber, LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6_ 54, 10-13= 20 Concentrated Loads (lb) Vert: 3= 153(B) 4=-153(B) 8=-104(B) 7=-1 04(B) 18=-40(B) 19= 40(B) I D:7k84E7CgbeTxm_Xy1 ET6mAyKW 1 t-Ko_k4OeA10_oyQ2bCBj D6y2XZcu_aB9DRTohcZyMlj? ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 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 MiTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I 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 33610 Job Truss Truss Type Qly� Ply T12435953 505177-PSLP-SEAGRAPE HA N Diagonal Hip Girder 1 1 Job Reference (optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MITek industries, Inc. Fri Nov 3 232, A3 2017 Page 1 ID:7k84E7CgbeTxm_Xy1 ET6mAyKW 1t-o_Y61kfo3K6fZadoluFSf9bs6oMkJfmMg7XEB?yMlj_ -1-5-0 2-9.14 1-5.0 2-9-14 Scale = 1:9.5 2x4 = LOADING (PSI) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr NO W B 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 11 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=53/Mechanical, 2=194/0-10-7, 4=26/Mechanical Max Horz 2=93(LC 8) Max Uplift 3=-39(LC 8), 2=-172(LC 8) Max Grav 3=63(LC 25), 2=194(LC 1), 4=55(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc puffins. 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. NOTES- 1) Wind: ASIDE 7-10; VUlt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft eave=4fh Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 3 and 172 lb uplift at joint 2. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 9=7(F=4, B=4) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. f 0/03I20f6 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI I 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 33610 Job Truss Truss Type QtY PIY T12435954 505177-PSLP-SEAGRAPE HJ5 Diagonal Hip Girder 4 1 Job Reference (optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Nov 3 23.27.44 2017 Page 1 I D:7k84E7CgbeTxm_Xyi ET6mAyKW 1 t-GA6VV4fQgeEW BkC_JcmhCN7uwPbO26?WvnHnfSyMliz i_5-0 3-8-10 7-0-2 1-5-0 3-8-10 3-3-8 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.32 4-7 >263 240 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.29 4-7 >289 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=165/Mechanical, 2=342/0-10-7, 4=93/Mechanical Max Horz 2=173(LC 8) Max Uplift 3=-167(LC 8), 2� 355(LC 8), 4=-113(LC 8) Max Grav 3=165(LC 1), 2=342(LC 1), 4=126(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. Scale = 1:17.2 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. 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. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 13=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167 lb uplift at joint 3, 355 lb uplift at joint 2 and 113 lb uplift at joint 4. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5= 20 Concentrated Loads (lb) Vert: 9= 2(F=-1, B=-1) 10=7(F=4, 13=4) 11=-16(F=-8, B=-8) A WARNING - VerAy design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MII-7473 rev. 10=12015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameiers shown, 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 �►f� Mi TT el' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUTPI I QuaBty Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. - Tampa, FL 33610 Job Truss Truss Type Qty Ply T12435955 505177-PSLP-SEAGRAPE HJ7 Diagonal Hip Girder 3 1 Job Reference (optional) Tibbetts Lumber, a.130 s Sep 15 2017 MI 1 ek industries, Inc. Fri Nov 3 23:27:45 2017 rage 1 ID:7k84E7CgbeTxm_Xyi ET6mAyKW 1 t-IMgtjQg2bxMNpunAtJHwkag6TpznnU0f7ROLBuyMliy 1-5-0 5-1-9i 9-10-1 1-5-0 5-1-9 4-8-7 R 2x4 = --- zx4 11 5 NAILED NAILED NAILED 3x4 = Scale=1:22.2 5-1-9 5-1-9 9-10-1 4-8-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL.' in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.08 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.07 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TL) -0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 42lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-2 oc bracing. WEBS 2x4 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) 4=125/Mechanical, 2=485/0-10-7, 6=346/Mechanical Max Horz 2=226(LC 8) Max Uplift 4=-137(LC 8), 2=-505(LC 8), 6= 406(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-770/732 BOT CHORD 2-7— 813/706, 6-7=-813/706 WEBS 3-7=-222/269, 3-6=-762/877 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust)'IVasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 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 137 lb uplift at joint 4, 505 lb uplift at joint 2 and 406 lb uplift at joint 6. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8— 20 Concentrated Loads (lb) Vert: 12=-2(F=-1, B= 1) 13=-82(F=41, B=41) 14=7(F=4, B=4) 15=-16(F=-8, B=-8) 16=-63(F=-31, B=-31) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 11111-7473 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 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 nn ek• CYO; iT Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply ^- T12435956 506177-PSLP-SEAGRAPE V01 GABLE 1 1 Job Reference (optional) ribbetts Lumber, 8.130 s Sep 10 2017 Mi t ex industries, !no. Fri Nov 3 23.27.45 2011 rage 1 I D:7k84E7CgbeTxm_Xyi ET6mAyKW 1 t-IMgtjQg2bxMNpunAtJHwkagCfp3TnZaf7ROLBuyMliy 4-10-8 9-9-0 4-10-8 4-10-8 Scale = 1:17.8 4x4 = .o 0 8 7 6 2x4 2x4 II 2x4 II 2x4 II 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-S Weight: 34lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.2 REACTIONS. All bearings 9-9-0. (lb) - Max Horz 1=-79(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-125(LC 12), 6=-125(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7, 8, 6 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc puriins 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. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterjor(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 4-10-8, Extedor(2) 4-10-8 to 7-10-8 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=125, 6=125. WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 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 33610 Job Truss Truss Type city Ply T12435957 505177-PSLP-SEAGRAPE V02 Valley 1 1 Job Reference (optional) Tibbetts Lumber, -1-1-0 11-0 7-11 8. I3o b oup I8 Gv I r Ivll I am IIIUust Ies, II I D:7k84E7CgbeTxm_Xy1 ET6mAyKW 1 t-DZDFwmhgM FU DO2M NROo9HoDLXDON' 6.9 12 11 10 9 8 3xB II 2x4 II 2x4 II 2x4 II 3x8 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.00 6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.05' Horz(TL) 0.00 8 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matfix-R Weight: 68lb FI-=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 15-10-0. (lb) - Max Horz 12=166(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 12=-184(LC 12), 8— 184(LC 12), 9=-206(LC 12), 11=-206(LC 12) Max Grav All reactions 250 lb or less at joints) 12, 8, 10 except 9=360(LC 18), 11=364(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-184/317, 6-8— 184/319 WEBS 5-9=-270/310, 3-11 =-273/31 0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extefior(2) -1-1-0 to 1-11-0, Interior(1) 1-11-0 to 7-11-0, Exterior(2) 7-11-0 to 10-11-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 lb uplift at joint 12, 184 lb uplift at joint 8, 206 lb uplift at joint 9 and 206 lb uplift at joint 11. WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev, 1010312015 BEFORE USE. ' Design valld for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual buIlding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing , M!Tek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI I 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 33610 Job Truss Truss Type Qty Ply T12435958 505177-PSLP-SEAGRAPE V03 Valley 1 1 Job Reference (optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Nov 3 23:27:47 2017 Page 1 ID:7k84E7CgbeTxm_Xy1 ET6mAyKW 1 t-hlnd76il7Zc42CxZ_kJOp?IW SdksFTvybIVSGmyMliw 0 0 4x4 = 3x4 i a ` 3x4 2x4 11 2x4 11 2x4 11 Scale = 1:25.9 p- -g 15-11-8 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a Na 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight: 58 lb FT = 20% LUMBER- j BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 15-11-0. (lb) - Max Horz 1= 136(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 6=-214(LC 12), 8=-214(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=253(LC 1), 6=353(LC 18), 8=353(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6— 267/307, 2-8=-267/307 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--1.2psf; BCDL=5.opsf; h=15fh B=45ft; L=24ft save=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 8-0-0, Exterior(2) 8-0-0 to 11-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except Qt=lb) 6=214, 8=214. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicabliity 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 gukiance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI t 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 33610 I r Job Truss Truss Type Qty Fly T12435959 505177-PSLP-SEAGRAPE VO4 Valley 1 1 Job Reference (optional) Tibbetts Lumber, 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Nov 3 23:27:48 2017 Page 1 ID:7k84E7CgbeTxm_Xyl ET6mAyKW 1 t-9xL?LRixusixgLVIYRgdMDle21 oQ_wA5pPF?oDyMliv 6-0-0 12.0-0 6-0-0 6-0-0 v a 0 4X6 = Scale = 1:20.5 i 4 3x4 3x4 2x4 I! LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 1=179/11-11-0, 3=179/11-11-0, 4=436/11-11-0 Max Horz 1= 99(LC 10) Max Uplift 1=-103(LC 12), 3=-103(LC 12), 4=-171(LC 12) Max Grav 1=182(LC 21), 3=188(LC 18), 4=436(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-282/304 PLATES GRIP MT20 244/190 Weight: 39 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. 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. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 6-0-0, Extedor(2) 6-0-0 to 9-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=103, 3=103, 4=171. A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MMEK REFERANCE PAGE M11-7473 rev. 101031201 S BEFORE USE. Design valid for use only with MITek® connectors. This 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, seeANSf/TPI f 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 33610 Job Truss Truss Type Oty Ply T12435960 605177-PSLP-SEAGRAPE V05 Valley 1 1 Job Reference (optional) Tibbetts Lumber, 8.1 uu s Sep i5 zui t Mi I ex industries, inc. Ri Nov 3 23:27:48 2017 rnye 1 I D:7kB4E7CgbeTxm_Xyl ET6mAyKW i t-9xL? LRixuslxgLVIYRgdM DIge13?_wN5pP F?oDyMliv 0 0 2x4 2x4 II 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL , 1.25 BC 0.11 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 1=12577-11-0, 3=125/7-11-0, 4=249/7-11-0 Max Horz 1=62(LC 11) Max Uplift 1=-79(LC 12), 3= 79(LC 12), 4— 79(LC 12) Max Grav 1=125(LC 1), 3=128(LC 18), 4=249(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 2x4 Scale=1:14.9 PLATES GRIP MT20 244/190 Weight: 25 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. 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. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 4-0-0, Extedor(2) 4-0-0 to 7-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/0311015 BEFORE USE. Design valid for use only with MITek® connectors. fits design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall buliding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addilional temporary and permanent bracing MeW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI1 Quality Criteria, DSB-89 and SCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply T12435961 505177-PSLP-SEAGRAPE V06 Valley 1 1 Job Reference (optional) o ion e,.., iG oni7 hAiTeL Industries incri Nov 3 23:27•49 7n17 Pane 1 I ibbeiis Lumber, ,..., .. v..r+ ... �. �.�. ..�..��....,...._... ...... ....._. ' __._.. ._ __ .. I D:7k84E7CgbeTxm_Xyl ET6mAyKW 1 t-d8vOYnjZfAtoHV4x69LsuQruwQPejN FF23_YLfyMliu 2-0-0 4-0.0 2.0-0 2-0-0 3x4 = Scale = 1:7.7 2 v ro 6 2x4 LOADING (psf) SPACING-• 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=101/3-11-0, 3=101/3-11-0 Max Horz 1=26(LC 11) Max Uplift 1=-48(LC 12), 3=-48(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 10 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 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 quide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=2411; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces $ MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 1, 3. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111I1-7473 rev. 1010=015 BEFORE USE. -- Design valld for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verify the applicaNIty 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 �q MiT e W Is always required for stability and to prevent collapse wtlh possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabricatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in M7ek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing - if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction, DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. , ,Numbering System 6-4-8 1 dimensions shown In ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS 0 C O 2 U a- O JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek8 All Rights Reserved MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15, Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17, Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.