Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Truss
.... .. . . ® Lumber design values are in accordance with ANSI/TPI 1 section 6. 3 These"truss designs rely on: lumber values established: by others. Mftko'.. RE:, 504354-AMERON-BACCIi- MiTek-USA, Inc. Site Information': Customer Into: AMERON HOMES Project Name: BACCI RES :' M6( a, _ �33 1 ,, 1 Lot/Block: Subdivision: Address: 114 QUEENS BESS CT City: FORT. PIERCE. �. State: FL Name Address and. License. # "of structural: Engineer of Record; If there is one; for the building. : Name:: License #: .Address: i. City: State:. :.. General Truss Engineering C riteria & 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 63.individual, Truss Design Drawings and O.Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer'and this index sheet " conforms.to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No: Seal# Truss Name JjDate No. I Seal#"' Truss.Name Date.. 1 IT11106229 JA01. '5/11/17. 118 1 T1 1106246 1 C07 - 5/11117 12 I T11106230 I B01 15/11 /17 119 I T11106247 ICJ 1 15/11 /17 I 13 IT11106231 '1602 15/11/17 120 1T11106248 1 CJ2 15/11/1.7 I 14 I T11106232 11303. .16/11/17 121 .: I T11106249 .I CJ3 .: 15/11 /17 : I 15 IT11106233 I B04 16/11/17 122 - IT11106250 I CJ4 15/11/1'7 - I6 I T11106234 .I B05. 15/11 /17 123 I T11106251 I CJ5 15/11 /17 I 17 IT11106235 I B06 15/11/17 124 IT11106252 CJ11 15/11/17 I 18 1T11106236 1B07 16/11/17 125 IT11106253tW12 15/11/1:7 19 T11106237IB08 16/11/17 126 IT11106254ICJ13 15/11/17 :I 110 IT11106238 IB09 . 16/11/17 :127 1T11106255 CJ31 15/1.1/1:7 'I Ill I T11106239 11310. .16/11 /17 128 1 T11106256 .I CJ32 15/11 /17. I 112 I T11106240 I C01 15/11 /17 129 I T11106257 I CJ33 15/11 /17 I 113 ' 'IT11106241 ICO2 . 15/11/17 130 IT!1106258 1DO1 16/11/17 I 114 IT11106242.ICM 16/11/17 131 1T11106259]D02: 15/11/17 I 115 I T11106243 I C04 . :I 5/11 /17 132 I T11106260 I D03 15/1 "1 /17 I 116 1T1.1106244 1C05. 15/11/17 - 133 IT11106261 1004 I5/11/17 I 117 I T11106245 I C06 16/11/17 134 I T11106262 11201 J5/11 /17 I The truss dfawing(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: Albani, Thomas My license renewal date. for the state of Florida is February 28; 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed.in the jurisdiction(s) identified.and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions,:shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MTek has not independently,verified the applicability of the design parameters or the -designs for any, particular 4uilding..Before use, the building designer . should verify applicability of design parameters and properly incorporate these designs . . into the overall building design perANSllr'PI 1, Chapter 2. I i 44 No.39380 . �. �.."F...'- S0: _�,:. 11111 Thomas A. Alban) PE No.39380 - Mfrek USA, Inc. FL Cert 6634; 6904 Parke East Blvd: Tampa R 33610 . Date:: May-! 1 ,2017 Albani; Thomas I of t No. ISeal# Truss Name . Date, 35 1 T11106263 E02 5/11/17 136 IT11106264 I EJ3 15/.11/17 I 137 IT1.1106265 I EJ5 15/11/17 . 138 IT11106266 I EJ7 1. 15/11/17 139. ITT1106267 I EJ51 15/11/17: 140 :IT11106268 I EJ52 : 15/11/17 141 IT11106269 I EJ71 15/11/17 I 142 IT1.1106270 I G01 15/11/17 143 IT11106271 I G02 I 15/11/17 144. IT11106272 I HJ3 15/11/17 145 IT11106273 I HJ5 15/11/17 I 146: IT11:106274 I HJ7 18/11/17. 1 147 . IT11106275 I HJ51 1 15/11/17 .I 148 'IT11106276 I HJ52 15/11/17 49 T11106277 K01 5/11/17 50 I T11106278 I K02 1 .15/11 /11 . I 151 . IT11106279 I PB01 15/11/17. I I52 . IT11106280 I PB02 16/11/17 I 153 IT11106281 I PB03 1 15/11/17 I 154 IT11.10628.2 I PB04 . 1 15/11/17 I I55 IT11106283! JV01. ! 15/11/17 156 IT11108284 I V02 15/11/17 I 157- IT11106285 IV03 • 15/11J17. I 158 IT11106286 I VO4 1 15/11/17 I 59 T11.106287 IV05 I 5/11/17 60 IT11106288' I V06 1 15/11/17 161 . IT11106289 IV07 15/11%17- I 162. IT11106290. I V08 1 . I5/11/17. I 163 IT11106291 I V09 I 15/11/17 I Job Truss I' Truss Type Qty Ti'1106229, 504354-AMERON-BA(CI. A01 PIGGYBACK BASE . 4 1 Job Reference(optional)' Tibbetts Lumber, 20 2-0-0 '. I'6.00 12 3x4 i 4 10x12 MT20HS = 5 25 1-0 6-5.10 i 17 13 1 16$-1 .i ' 244-0 -0 6-5-10 35-g_15. X Y)— 'f2:0-3=10.Edgel..f5:0-8-6 0-1-121.f6:0-8-8.0-1-121.19:0=2-3 0-0,91 f13:0-5-11.0-2-81,f.16:0-6-0.0-4-121 1`1.6:0-0=0.0-2-121 i LOADING (psf) SPACING-. 2-0-0 CSI. DEFL. :in (IDc) UdellL/d .. PLATES GRIP TCLL 20.0 Plate Grip-DOL. 1.25 TC 0.73 Vert(LL) -0.64 13-14 >795 240 : MT20 244/190 TCDL 7.0 Lumber DOL ' 1.25 ' BC 0.93. Vert(TL). -1:48 13-14 >344 . 180. MT20HS 187/1A3 BCLL 6.0 ' Rep Stress Incr YES WB 0:87 Horz(TL) -1.05 1: n/a. n/a BCDL 10.0 Code FBC2014lfP12007 Matrix -AS Weight: 309 lb FT =•20% . LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied. 5-6: 2x4 SP.M:31, 1-3: 2x8 SP No.2 BOT:CHORD .Rigid ceiling,directly applied.' BOT CHORD 2x6 SP.N6.2 `Except' MiTek recommends that Stabilizers and required cross bracing 2-16: 2x6 SP DSS be installed during truss erection, in accordance with Stabilizer WEBS 2x4 SP No.2 I q.Installation ' uide. OTHERS 2x8 SP No.2 LBR SCAB 1-3 2x8 SP No.2 both sides REACTIONS. (lb/size) _ 9=1641/0-8-0; 1=1615/0-8-0 Max Horz 9=-262(LC 10) Max Uplift:9=440(LC 12), 1•=-360(LC 12) i FORCES. '(Ib) - Max. Cbmp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-714/342, 2-3=-6447/2746, 3 4=,5126/2251, 4-5=-3952/1743', 5-6=-4626/1948, 6-7=4505/1901, 7-8==5153/2184, 8=9=-5397/2334 BOT CHORD 2-17=-2441/6049, 15-17=-2437/6056; 14-15=-1812/4692, 13-14=1166/3599;' 12-13=-1300,/4091,'11-12=-1739/4640,9-11=-1936/4907•: WEBS .3-15=-1376/682, 4 15=-121/50414-14=-1.165/656, 5-14=-283/745, 5A3=420/1348, 6-13=-421/1300,6-12=-225/549,7-12=-580/432i7-11=0/322 NOTES-...: .... 1) Attached 9-5-9 scab 1 to, 3, both face(s) 2x8 SP, No.2 with 2 row(s) of 10d (0.131 &') nails spaced 9" o.c.except : starting at 5-4-3 from end atjoint 3, nail-2 row(s) at 4"-o.c. for 2-0-0; starting at.0-0-15 from end atjoint 3, nail 2 row(s) at 7" o.c. for 2-0-0. - 2) Unbalanced roof live loads -have been considered for this design. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 8=45ft; L=41ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-8-0 to 2-6-7, Interior(1) 2-6-7 to 18-6-1, Exterior(2) 18-6-1 to" 31-10-15, Interior(1) 31-10-15 to 42-0-13 zone; cantilever left and right exposed ;C-C for members and farces & MWFRS for reactions shown; Lumber D0L=1.60 plate grip DOL=1.60' 4) Provide'adequate drainage to prevent water ponding; 5) All plates are MT20 plates unless otherwise indicated. 6) This truss'has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joints) 9,'1'considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify • ' rapacity of bearing surface. 9) Provide mechanical connection. (by others) of truss to bearing plate capable of withstanding 440 lb uplift at joint 9 and 360 lb uplift at joint 1: 10) This truss'design requires that a minimum of 7116- structural wood sheathing be applied directly to the top chard and %" gypsum sheetrock be applied directly to the bottom chord: AWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDEOMITEK REFERENCE PAGE 111I1-7473 rev. 101032015 BEFORE USE. ' Design valid for use only with MTek® Connectors. This design Is based only upon parameters shown; and is for an individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall' building design. Bracing Indicated is to prevent buckling of individual truss web andlor chord,members only. Additional temporary and permanent bracing. - MITBK• - - is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the .. ' . fabrication, storage, delivery, emotion and bracing of trusses and truss systems, see . ANS,VTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. .. 'Safety Information available from Truss Plate Institute, 218 N'Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610' .t . } Job Truss Truss Type Ply T.11106230 504354-AMERON-BACCI : B01 Piggyback Base �Qty Job Reference o tional Tibbetts Lumber 178 1_7_8 8.110 s Apr 13.2017 MiTek Industries, Inc. Thu May 11 08:18:20 2017 •Page 1 ID:epS17JH5WHAyDgeXS8525VzlynS-2MgbcdfoDEVriahxeCfk5EMrJ?367HFq bptnzHdlP. 7-4-0 11-7-14 . 18-6-1 26.1-15 - 33-24 40 8-0 42 0 q 7-4-0 4-3-14 6-10-2 ... .. 7_7_14 .. . - 7-0r5 - -... .... 7-5-12 .... .. 14_0... ...: _ ' Shale - 1:75.1'. • 7-4-0 r 11-7-14 18-0-1 •24.4-0 • ,26-1-15i 33-2-4 40-8-0 7-4-0 • 4-3.14 6-10-2: 5-9-15 1-9-15 7-5-12 Plate Offsets (X.Y)-13:0-3-0.0-3-01.15:0-3-0.0-2-41.16:0-3-4.0-2-41.18:0-1-14.Edgel LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc)I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78, .. Vert(LL) .. 0.27 10-11 . >699 240. MT20 244/190 . . . TCDL 7.0 LumberD.OL. 1.25- BC 0.89. Vert(TL)• -0.67 10-11 >527 180. . BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Hoiz(TL) 0.25 8 n/a 6/a BCDL . 10.0 Code FBC2014/rP12007 Matrix -AS' 'WejghtC205lb FT=,20% LUMBER- 'BRACING TOP CHORD 2x4 SP No:2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'BOTCHORD 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. Installationguide. REACTIONS. All bearings 11-7-14 except (jt=length) 8=0-8-0. . (lb)'- Max Horz 2=-253(LC 10) Max Uplift' All uplift 100lb orless at.joint(s) 16 except 2=-181(LC 12), 8=-337(LC 12), 15=-269(LC 12)' Max Grav : All reactions.250 lb or less atjoint(s) except 2=401(LC 21). a=1145(LC 1), 16=303(LC 21),.. . 15=1946(LC 1), 15=1346(LC 1), 2=398(LC 1) - FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD. 4-5=-1437/741, 5-6=-2197/1123, 6-7=-2381/1137, 7-8=-3343/1577 .. BOT CHORD : 12-13 330/1237, 1,1.-12=-734/2129, 10-.11=-1333/3.014, 8-10=-1325/3001... .... .. WEBS 4-13=-368/1312, 5-13=-373/229, 5-12=-460/1166, 6-12=-44/284, 6-11=-125/450, 7-10=0/266,7-11=-938/580,14-15=-1243/565;4-14=-1163/584 NOTES- ; 1) Unbalanced roof live loads have been considered for this design: 2) Wind: ASCE 7-10; Vult=160mph (3-se6ond gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf,: h=1 5ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp B; Encl.; GCpi=0.18;.MWFRS (directional) and C-C Extedor(2)=1-8-4to 2,-4m% Intedor(1) 2=4-9 to 18-6-1; Exterior(2) 18-6-1 to 31-10-15, Interior(1) 31-10-15 to 42-0-:13 zone; cantilever left.and right exposed:; porch left 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 3-6-6 tall by 2-0-0 wide' will fit between the bottom chord and any other members. 6) Bearing at joint(s) 8 considers parallel to.grain. value using ANSI/TPI 1 angle to. grain formula..' Building designer should verify capacity of bearing surface. 7) PfOVlde mechanical connection (by others) of miss to bearing plate capable of withstanding 100 Ili uplift at.joint(s)'16 except dt=lb) 2=181,8=337;15=269,2=181.. 8) This truss design requires that a minimum of 7/16°structural wood sheathing be applied directly to the top chard and .1W gypsum ' sheetrock be applied directly to the bottom chord. AWARN/NG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 iev. 10103/2015BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify, the applicability of design parameters and properly inoorpoi ite this design Into the overall- • building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord•members only. Additional temporary and permanent bracing, - MITek� . Is always required for stability and to prevent collapse with possible personal Injury and property damage, for general guidance regarding the fabrication storage delivery erection and bracing of trusses and truss systems see ANSUTP11 Quality Criteria DSB-89 and BCSI B m ildr•n Como nt g, p ne .. . 6904 Parke East Blvd.. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36810• Job .Truss Truss Type Qty Ply T.11106231 504354-AMERON-BACCI B02 Piggyback Base 1 1 Job Reference (optional) Tibbetts Lumber, - - r1-4-Q 7 4-0 13-711, 1-4-06-3-14 miiusApr "ia.zu"iI ivetercmuusmes, mu. inumay ri uo:io:ci cull rayu i ID:epS17JH5WHAyl geXS8525VzlynS-WYEzpzgQ YdiJkGBCvAzdRvl2PPgklNzyeLMPDzHd10. 18-6-1• 26-1-15 33-2-4 A0 -8-0 42-0-0, 4-10-2 7-7-14 - 7-0-5 7-5-12 1-4-0� - Scale = 1:74.6.... 7- Sb- - . • .. 6- - 5 ... 33- 4 - .. ... . 7 4-0 5 6 6 9 410-2 5 9 15 1-9-15 7-0-5 7-5 12 Plate Offsets (X Y)- l3.0-3-0 0-3-01f5:0-5-8.0-2-41,16:0-3-4.0-2-41.18:0-1-14 Ed -gel LOADING (psf)" SPACING- 2-0-0 CSt. DEFL. _ in (too) I/deft Ud ,. PLATES GRIP TCLL 20.0. Plate Grip.DOL. . 1.25 TC 0.72 Vert(LL) -0.23. 10-11.. >999. 240. ' MT20 244/190 .: TCDL 7:0 LumberDOL 1.25 BC 0.81, " Vert(TL). -0,58 10-11 >569 180 ' BCLL 0.0 ' Rep Stress Incr : YES' WB ' 0.86 Horz(TL) 0.17 8; - n/a r./a BCDL 10.0 Code FBC20.14/rP12007 Matrix -AS Weight: 206 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 WEBS 1 Rowat'midpt 4-15 MiTek.recominends.that Stabilizers. and required cross bracing, be i' stalled'during truss erection, in accordance with Stabilizer . n tall doguide,' REACTIONS. (lb/size) 2=559/0-8-0, 8=1078/0-8-0,:15=1524/0-9-2 Max orz' 2=-2 2 Max Uplift 2=:405(LC 12), 8=-328(LC 12), 15=-472(LC 12). ...: . Max Grav 2=565(LC 21). 8=1078(LC 1). 15=1524(LC 1) ' FORCES. (lb) -Max. Comp./Max: Ten. -,All forces 250 (lb) or less except when shown. TOP CHORD - 2-3=-555/706, 4-5=-1055/644,.5-6=-1874/1014; 6-7=-2096/1045, 7-8=-3079/1490 BOTCHORD 2-16=-545/424, 15-16=-539/421, 12-13=-220/904,.11-12=-649/1.868, 10-11=.-1253/2772, .. .... . ... .. .... .... .. 8-1 0=-1 246/2760 WEBS. 5-13=-478/227, 5-12=-455/1163; 6-11==1281437, 7-10=0/271; 4-13=-271/1023, 7-11=956/585,.3-16=309/293, 14-15=1196/527, 4-14=1139/539, 3-15=-529/665 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=5.0psf;, h=15ft; B=45ft; L=41ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-4-13 to 2-8-0,.Intedor(1) 2-8-0 to 18-6-1, Exterior(2) 1876A. . to 31-10-15, Interior(1) 31-10-15 to 42-0-13 zone; cantilever left and right exposed ; porch left 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 otherlive.loads. 5) *This truss has been designed fora live load of 20.Opsf on the bottom"chord in all areas where a rectangle 3-6-0 tall by 2-11-0 wide- , will fit between the bottom chord and any other members. 6) Bearing at joint(s), 8 considers parallel to grain value using ANSI/fPI 1 angle to grain formula." Building'designer should.verify capacity.of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at'joint(s) except Qt=1b) . 2=405,.8=328, 15=472. 8).This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Y" gypsum sheetrock'be applied directly to the bottom chord. e wARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev. 101032015 BEFORE USE. Design valid for use only with M7ek® connectors._ This design is based only upon parameters shown; and is for an individual building component, not _ _t - 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,niembers only. Additional temporary and permanent bracing, MITek" ' I I d f r stabil't e d t e ent colla se' ith ossible ersonal inju and ro ed dama a For enereI uidance re ardin the - s a ways regwre a i y n o pr v P w p p ry P P Y 9- 9 g 9, 9 fabrication, storage, delivery, erection andbracing of trusses and truss systems, see . ANSIITPI1 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 366110' ) Job Truss Truss Type Oty T11106232 504354-AMEROWBACCI, B03 Piggyback Base 5 1 Job Reference o tional Tibbetts Lumber, a. 1-1U 5 mpr l3-LU-I r IVII I arc nluu5u I@5, lrlu. I nu IYIdy I I uo. --it rayn 1 ID:epS17JH5WHAyDgeXS8525Vz1ygS_IoM1Jg2lsl.ZxurKmdhCAfSDhplrTBz7B14vygzHdlN ?6-1-15 I' 33-2-4 7-7-14 7-0-9 .. 7-3-12.. . .Scale = 1:73.6 US .. 6.00. 12 24 25 266 .. .. .. .4x5 .. .. .4 ' .23 .. - 27 3x4 7 5x6 3 4 11 '10 28 .12. : - .. .. 4x5 _ 3x4% - 9 2x4 .8d 22 . V I I d e}2x4 3.00 12 3x6 .. 3x6 = 2x4 11 6x6 -0 -- - 0 18E - - -0 --- -- -- --4- 0-6-0 7-4-0 - - .7-3-12 0- -0 5-9-15 1-9-15 7-0-5 _ 7-3-12 Plate Offsets (X.Y)-13:0-3-0.0-3-01.15:0-6-0.0-2-81.f6:0-34,0-2-41,18:0-0-10.0-0-141 LOADING (psf) SPACING-. 2-0-0 CSI. DEFL. in (loc)' 1/defl Ud PLATES GRIP ' TCLL 20:0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.20 .9-10, >999 240 MT20 244/190 .. TCDL 7.0 Lumber DOL 1.25 BC 0.81. ' Vert(TL) -0.53 9-10 ?591 180. BCLL' 0.0 Rep Stress Incr YES WB'- 0:84 Horz(TL) 0.18 8; n/a n/a - BCDL 10.0 Code FBC20.14/TPl2007 Matrix -AS'' Weight' 204lb 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 4-10-0. oc bracing: 13-14 MiTek.recommends that Stabilizersandrequired cross bracing. be installed during truss erection, in accordance with Stabilizer' Installation 'de REACTIONS. (lb/size) 8=941/0-6-0, 2=594/0-6-0, 14=1538/0-8-0 Max Horz. 2=240(LC 11) 'Max Uplift 6=-244(LC 12), 2=-414(LC 12), 14=-512(LC 12) Max Grav 8=941(LC 1), 2=603(LC 21), 14=1538(LC 1) FORCES. (lb) -Max. Comp./Max. Teri. -All forces 250 (lb) or less except when shown. TOP CHORD, 2-3=-657/815, 4-5=-758/564; 5-6=-1609/942, 6-7=-.18601982; T-8=-282311414 BOTCHORD 2-15=-678l519, 14-15=-671l515, 13-14=-1196/561, 4-13=-1129/565, 11-12=-167/648, . 10-11=-622/1651,9-10=-1213/2534,8-9=-1205/2521. WEBS 3-15=-330l316, 3-14=-614760, 4-12=-241/818,'5-12=5651244; 5-11=-468/1149, 6-10==126/424, 7-10=-931/571, 7-9=0/265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf;h=15ft; B=45ft; L=41ft; eave=5ft; Cat. ' II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-.4-13 td 2=7-13; Interior(1) 2-7-13.to 18-6-1, Exterior(2) 18-6-1 to 31-10-11, Intedor(1) 31-10A 1 to 40-6-0 zone; cantilever left and right exposed ; porch left 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 270-0 wide.. will fit between the bottom chord. and any other members. 6) Bearing at joint(s) ' 8'considers parallel to grain value using ANSI/rPI 1 angle to grain formula.' Building'designer should'verify capacity of bearing surface. . 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding'100 lb uplift at except at lb) . 8=244, 2=414, 14=512. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top Chord and Y" gypsum sheetrock'he applied directly to the bottom chord. 7-4-0 -7-3-12. 3-10-5 5x8 = 5 A wARNING - verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. 10/032015.BEF0RE USE. Design valid for use only with Wek® connectors. This design Is based only upon parameters shown, 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 incorpaiate this design Into the overall- building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Addilional temporary and permanent bracing. MpTek� ' is always required for stability, and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the .. fabrication' storage delivery' erection and bracing oftmsses end truss systems see ANSIRP11 quality Criteria DSB-89 and BCSI Building Component 6904 P rk E Blvd Safe Information available from Truss Plate Institute, 218 N. Lee Street, Suite 3,12,'Alexandria,.VA 22314. a e as Safety .' Tampa, FL 36610' Job Truss Truss Type Qty [ly T.11106233 504354-AMERON-BACCI' ' B04 Hip 1 1 Job Reference (optional) Tibbetts Lumber, UA 11.1 S Apr 13.zul1 MI I ex maustries, Inc. I numay 11 uts:lt5:z4 zui I -rage 1 ID:epS17JH5WHAyDgeXS8525VzlynS-w7w6S_iIHT?HACJt2kgF4XZdcSnxBlQecZODYzHdIL 40-8-0 1-4-0 7-0-0 14-7-12 18-0-0 26=2-0 3G141-0 35-8-0 38=3-4 40-0-0 1-0-0 7-0-0 . 7-3-12 3-10-0 7-8-0. 49-0 49-0, '2-7-0. 1-8-12 : .. .Scale=1:76.6.... - .5x8 =. 6.00F2 5 '27 28• 296' . 4x5 .W.II: q .7 .. . 26 . 30. .. .. 17 8 31 4x5 zZr 5x6 9 3z4 d 18 16: G 10 r d .. 3x4 4x8 15 .•. 25 .5x12 �V 4. ' 3.00 12 - 05 1v5 d d '. .21 PO ... .. .' ... .. ... ._ 2x4 3 6 x6 =. .. .. _ 2x4 ;II , . US = . 3x6 .II .' .. - v_n_n �n_z» �n_rn.n �aR.n. vain 40-8:0 ,"vrizn , aarl_n" - as.a.n 3aa.4 ,40.0-0 , .. . . LOADING (pso SPACING- 2-0-0 CSI. DEFL. it (loc)' I/deft L/d . PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC 0.70. Vert(LL) -0.18 15-16, . ?999. 240, .. MT20 : 244/190 . . TCDL 7.0 Lumber DOL 1.25 . BC 0.72 Vert(TL) -0.43 16-17 >727 180 .' BCLL 0.0 Rep Stress Incr YES' WB . 0:69 : HOrz(TL) 0.27 .11 n/a : 'n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS'• Weight:2331b FT=,20% LUMBER BRACING TOP CHORD : 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. ' BOT CHORD 2x4 SP No.2 i BOT CHORD . Rigid ceiling directly applied. Except: ' WEBS 2x4 SP No.2 4-10-0 oc bracing: 19-20 10-0-0 oc bracing: 13-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.' (lb/size) -2=595/0-8-0, 1:1=953/Mechanical, 20=153910-8-0 ' ' 'Max Horz 2=240(1_1311) ' Max Uplift 2=-414(LC 12), 11=-239(LC 12), 20=-510(LC .12) Max. Grav 2=604(LC 21). 11=953(LC:1), 20=1539(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250. (lb) or less except when shown.. TOP CHORD. 2-3=-659/817,.4-5=-763/567, 5-6=-1622/927, 6-7=- 2488/1425„ 7-8=72495/1287; .... . 8-9=-3265/1583, 9-10=-717/369 BOT CHORD' 2-21=-678/520, 20=21=-870/517; 19-20=-1197/558, 4=19=1129/563, 17-18==169/655', 16-17=-620/1638, 15-16=-.1422/3083, 8-15=-48/256 WEBS 3-21=330/316, 3-20=614/760, 4-18=-244/881, 5-18=-576/244;'5-17=-446/1157,' 9-12=1284/659, 9-15=-1039/2258, 12-15=-443/943, 7-16=283/307, 8-16=-842/490, 6-16=-546/960, 10-12=-398/842, 10-11=-928/481 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; 8=45ft; L=40ft; esve=5ft; Cat.' II; Exp B; Encl., GCpi=.0.18; MWFRS (directional) and C-C Extedor(2)-1-4-13 to 2-773, Intedor(1) 2-7=3 to 18-6-0, Extedor(2) 18-6-0 . to 3.1-9-14, Interior(1) 31-9-14 to 40-6-4 zone; cantilever left and'right exposed ;.porch left ezpose&C-C'for members arid 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 livetoads.' 5)' This truss has been designed for a live load of 20.0psf on'the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)' 2=414,11=239,20=610.: 8) This truss design requires that a minimum of 7/16".structural wood sheathing be applied directly to the top chord and W gypsum .. . sheetrock be applied directly to;the bottom chord. AWARN/NG -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. f0/OJ2015:BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing, MITeK• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the .. . fabrication, storage, delivery, erection and, bracing oftrusses and truss systems, see . . ANSIITP11 Quality Criteria, DSB-89 and BCSI Building. Component... . 6904 Parke East Blvd,. 'Safety Information avallable from Truss Plate Institute, 218 N, Lee Street, Suite 3.12, Alexandria, VA 22314. Tampa, FL 36610' . Job Truss Truss Type.. Qty..: Ply T11106234 504354-AMERON-BACCI B05 Hip 1 1 Job Reference o tional Tibbetts Lumber, 6.110 s.Apr 13.2017 MI I eK Incluslrles, Inc. I nu May 11 ub.1b:2b 2u1 / 'rage 1 ID:epS17JH5WHAyDgeXS8525VzlynS-OKUUflgw2n770MZvRIFvoH4jTOo9gb7ZtGJaY_zHdIK, rt•4-Oi 7-4-0 14-7.12 18.6.0 ' 24-4-0 28.2-0 'i 30.11-0 i 35-8-D i 38-3-4 70 - 7-4,0 7-3-]2 ,1-10-0 7-10-0 3-10-0 2-9-0 . .4r9.0. 2-7.1 Scale = 1:76.1 .. 6.00 12' 27 Sx6 i 3 3x6 - 22 2x4 II 46 4 - 5x8 = 2x4 II - 5 - .' 28 29 6...30 .... � 1514: 13 12 2x4 I I 3x8= : 3x6 . 18-6-0 . . . . . . . . . 1 . . 4041-0 _ 7.4-0 14-7-12 14 -0 24-4-0 28-2-0 3 :114 35-&0 3s3-0 40-0-0 7-3-12 0- -0 7-10-0' ' '3-10.0 ' 2-9-01-9-120- LOADING (pso- SPACING- - ' 2-0-0 CSI.. TCLL 20.0. Plate Grip DOL. 1.25 . TC 0.76. TCDL 7.0 Lumber DOL. 1.25 BC 0.71 BCLL . 0.0 Rep: Stress Iricr 'YES WB : 0:69 BCDL 10.0 Code FBC2014/TP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP'Nd.2 WEBS 2x4 SP No.2 OTHERS : 2x6 SP No.2 DEFL.. it (loc)- I/deft Lid PLATES GRIP Vert(LL) . -0.21. 17-18.. >999. 240. ' MT20 ... 244/190 Vert(TL)-0.52.17-18 >601 180 . Hoiz(TL) 0.27 -12 6/a n/a -'Weight: 231 lb FT=,20% BRACING-, '. TOP CHORD Structural wood sheathing directly applied. B T: H RD . Rigid ceiling directly applied: - Except: 4-7-0 oc bra ing: 20.-21: . 10-0-0 oo bracing: 14716 WEBS 1 Row at midpt . :5 18 'MiTek recommends' that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer ' Installation guide. ' REACTIONS: .(Ib/size). 2=586/0-8-0; 12'=945/Mechanical, 21.=1551/0-8-0 Max Horz 2=211(L0 11) ' Max Uplift: 2=41O(LC 12), 12=-236(LC 12), 21=-516(LC 12) Max Grav 2=595(LC 21), 12=948(LC 22), 21=1551(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 251j (lb) or less except when shown. TOP CHORD 2-3=-640/801, 4-5=421/436, 5-6=-2425/1313, 6-7=-2403/1293, 7-8=-2464/1419, 8-9=-2494/1286;9-10=-3204/1596,10-11=-624/419,11-12=-909/473 BOT CHORD . 2-22==683/503,.21-22=-676/499, 20-21=-1211/570, 4-20=-116B/530,18-19=-80/377, 17-18=-72911844, 16-17=1459/3033 WEBS 3-22=332/318, 3-21=-613/778, 4-19=-243/868, 5-19=-727/325, 6-18=-369/328, 7-18=-306/750, 10-1 3=-1 186/606, B-17=-265/309, 9A 7=-820/478, 10-16=-1010/2121, 7-17=-469/747, 5-18=-950/2170,13-16=-450/960; 11-13=-389/830 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=5.0psf;' h=15ft; B=45ft; L=40ft; gave=5ft; Cat.. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1,4-13 to 2-7-3,.Intedor(1) 2-7-3 to 16-6-0, Exterior(2) 16.6-0 to. 33-9-14, Interior(1) 33,9-14 to 40-5-4 zone; cantilever left and right exposed ; porch left exposed;C-C.for In embers 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 trtiss.has been designed fora 10.0 psf bottom chord live load nonconcorrent 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-&0 tall by2.0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others)'of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb) ' 2=410,12=236,21=516- 8) This truss design requires that a minimum of 7/16".structural wood sheathing be applied directly to the top chord and :%:° gypsum sheetrock.be applied directly to the bottom chord. . AWARNING •Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 rev. 10/032015.BEFORE USE. • Design valid for use only with WNW connectors. This design Is based only upon parameters shown, and is for an individual building component, not NJ ' a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorpoWe this design into the overall building design: Bracing Indicated is to prevent buckling of individual truss web andlor chord,members only. Additlonal 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 oftmsses and truss systems, see ANSIlTPI7 Quality Criteria, DSB.89 and BCSI Building Component..: . 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 3.12, Alexandda,.VA 22314. .' Tempe, FL 36610' Job Truss Truss Type Qty ply T.11106235 504354-AMERON-BACCI B06 Hip, 1 1 Job Reference (optional) Tibbetts Lumber, 8.11U s Apr 73. Zul / mi i eKindustries, inc. i nu May i l UO: IO:YO GU r Tayu i ID:epS17JH5WHAyDgeXS8525Vz.lynS-tWI stgjYp4F_QV85?Tm8KVcwkQ86P_ai6w275RzHdIJ . 14-0 7-4.0 7 14-6-0 19-5-0 24-4-0 30.2-0 3 110 35.8-0 38-3-0 '40-0.0 . 1-4.0 7-4.0 0- -4 .. 8,11-12 .. 4-11.0. 4.11A 5d 0.0 r9- 4-9-0. 2.7-4 1-8,12. .. . . .. .. .. _ . .. '-scale=1:75.0'.. 6x8 = 2x4 I - 5xB = 4 ' 5 28. 6 29 30.. .7 6:00. 12 4x6 3x4 2Z 17 " . .31 3x6 .. r4 3 ... 5x10.:: 9 3x4 m.. 16 14 4x5 = } 26 g .. Sz12 •_� 5x8 II 3.00 12 - .H1 2 .. : .... 1413 12 110 d 22 21 . 20 . 2x4 114x8 = 3x6: 11. .-.. ... .. . . .... . .. .. 3x6 = 2x4 li 6x6 7-4-0 7 14-0-0 14 2 1&5-0 244-e 30.2-0 "3 11 35-9-0 38-3�1 40-0-0 " 7-4-0 0- -0' - 6-11-12 0=1- 2 4-7-0 4-11-0 ' S-10.0 -9- 4-9-0 ; 2-7-4;1-8-12. 0 24 Plate Offsets (X Y)- 14.0-3-8 0-2-41 f7:0-6-0 0-2-61"[19'0-M 0-2-41 LOADING (pso „ SPACING-_ 2-0-0 CSI. DEFL. in (loc)" I/deft Ud PLATES GRIP ' TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 .. Vert(LL) rO.32. 16-17.. -679, 240.: .. MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC _0.72. Vert(TL),-0.74'16-17 ?424 180• BCLL . 0.0 Rep Stress Incr YES WB 0.93 Horz(TQ 0.28 11. n/a. n/a " BCDL 10.0 Code FBC2014/TP12007 Matrix -AS' Weight:223lb 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:VExcept' 10,-0-0ocbracing: 13-15 421`. 2x6 SP Nd.2 WEBS 1 Row at midpt 5-19, 4 21 MiTek recommends that Stabiliiers'and.required cross bracing - be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=500/0-8-0, 11 =901 /Mechanical, 21=169310-8-0 Max Horz 2=184(LC 11) Max Uplift 2=-389(LC 12), 11=-226(LC 12), 21=Z46(LC .12) Max Grav; 2=518(LC 21),' 11=904(LC 22); 21=1693(LC:1) FORCES. (lb) -max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.. TOPCHORD 2-3=-481/710,,3-4=-3/358,,4-5=0/443,;5-6=-3459/1691,,6-7=-3459/1691, 7-8=2235/1117, B-9=-3049/1556, 9-10=-985/501 BOT CHORD 2-22=650/363, 21-22==650/363; 18-19=-369/986, 17-18=368/982, 16-17=-622/2028; 15-16=-1469/2917, 8-15=-20/258 . WEBS. 3-22=-344/328, 3-21=-632/864, 5-19= 1767/755, 5-17=-1097/2604, 6-17=-282/257, 7-17=-662/1538, 7-16=-60/363, 9-12=-1066/560; 8-16=-950/640, 10-11=-878/463, " 9-15=899/1827, 19-21= 1340/615, 4-19=-450/293, 12-15=492/1049, 10-12=-455/951 - 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=40ft; eave=5ft; Cat.' II; Exp B; Ehcl.,.GCpi=A.18; MWFRS (directional) and C-C Exterior(2),1-4-13 to 2-7-3, Interior(1) 2-7-3 to.14-6-0, Exterior(2) 146-0 . to 35-9-12, Interior(1) 35-9-12 to 40-6-4 zone; cantilever left and right exposed ;porch left exposed;C-C for members and forces 8 ' 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'dther live loads.' 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all.areas where a rectangle 3-6-0 tall by'2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. ' 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb) 2=389,11=226;Q1=546.. 8) This truss design requires that a minimum of 7/16".structural wood sheathing be applied directly.to the top chord and W. gypsum . . sheetrock be applied directly to;the bottom chord. AWARN/NG - Verify des19n parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015.BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon pammeters shown, 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 Incorpoiate 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 oftmsses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component : 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria,.VA 22314. Tampa, FL 36610, i . t Job Truss Truss Type Ply �Qtv T11106236 504354-AMER6N-BACCI, - 607, Roof Special 1 1 Jab Reference (optional). Tibbetts Lumber, - - 8.11U s Apr 13 2ul f MI I eK inaustrles, Inc: i nu may 11 U8:16:2f 2u1 f Pagel ID:epS17JH5WHAyDgeXS8525Vzl ynS-LibF4OkBaONr1fjH7AHNii99ugSzBQisKaogdtzHdll r1-4-0 4 7-0.0 i 12-6.0 1 14-10-0 19.9.1 E i 26-8.5 i ' 32 .2;0 ' i � � 34-9.6 r 37-9-6 � 40-0-0 4'T 0 • , 1 4.0 7-4.0 - - 5-2-0.. 2-0-0 4-11-15 6.10-6 5-5-11 2-7•B3-0-2 2.2-8. 0.6- .. .: ... Scale=1:74.8 .. .. 5X6= 2x4 II . . 5x6 ' ... - 4 26 5 : 27 . • . .S .... .. 28 7; ' 29 30 .. 8 . . . 6.00 .1231 .. . 25 9 31215X__ . _ 3x6 —. . .. .. 3 --.' .. 02x4 11 .... .. .. .. . .... ... 8 - . - orb: jI M.. r - .- . 1 5x -24 .. 8 __ .. .17• .•.-16 } II�°�,,D� . 1¢ TIo .. . 2 3x8.=. 6x6 _. 14_ 13 12 .d '. I? . � 1 _ 111 ddi 2x4 I I: 4x8 = : • US I I .. .. 20 .. . 32 33, 19 .. .. .. .. ... .. .... .... .. 3x6 _ : .. .3x4. _ . 6x6 = : .. : : : .. : .. _ . . . 14-10-0 7-0 0 12-8-0 i 14-8-0 i 29-9-2. 32-2-0 34-1-6 'i' 97-9-8 i 40-0-1 40-8T - r 7-4-0 + 5 2 0 2-0 0 85-2 .-� 0-10-14 2-7-0 &0-2 2-2-9 d-s-0 . Plate Offsets (X Y1— 14:0-3-0 0-2-01f6:0-3-0,0-3-01.f8:0-3-0,0-2-01.117:0-3-0.0-3-41. LOADING (psf) SPACING- . 2-0-0. CS1. DEFL. in (loc)' I/deft Ud .. ' PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TC 0.38. Vert(LL) -0.14. 16-17 . >999. 240.: MT20 244/190 ... TCDL 7.0 Lumber DOL 1.25 BC .0.81 Vert(TL). -0:41' 16-17 >757 180 BCLL 0.0 ' Rep Stress lncr YES WB 1;6o Horz(TL) 0.05 U. n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -AS Weightf225lb FT=.20% LUMBER- BRACING-. TOP CHORD 2x4 SP No.2' TOP CHORD Structural wood sheathing directly applied. BOT CHORD : 2z4 SP No.2 BOT:CHORD Rigid 'ceiling directly applied. Except:. . WEBS 2x4.SP No.2 5-1-0 oc bracing: 18-19 WEBS 1 Row at midpt , 4-20 ' MiTek recommends that Stabilizers and required'cross bracing' . be installed during.truss erection, in accordance with.Stabilizer Installation guide. REACTIONS. (lb/size) 2=602/0-8-0, 12=946/Medianical, 19=1526/0-8-0 :Max Horz2=164(LC 12) Max Uplift 2=-391(LC 12), 12=-236(LC 12); 19=-542(LC 12) Max Grav 2=605(LC 21), 12=946(LC22), 19=1526(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -.All forces 250.(Ib) or less except when shown. TOP CHORD : . 2-3=-651/720,.3-4=-646/889, 6-7=,1598/840, 7-8=-1664/903, 8-9=-1850/950,. . . 9-10=-2548/1295, 10-11=-1146/559. BOT CHORD 2-20=728/510, 18-19=-1096/530, 5-18=-253/205, 17-18=575/1158, 16-17=876/1850, - 15-16=-1140/2271, 9-15=. 275/585 ' WEBS. 3-20=-380/36B, 6-18=-1436/687, 6-17=-139/619, 7-17=-351/281, 7-16=-326/191, 8-16=-243/602;9-16=-7581494,13-15=-647/1293,10.l5=509)1004,10-13=-14091761, 4-20=-897/677, 4-19=-410/475, 11-12=-915/464, 11-'13=695/1425 NOTES-. .... . 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7710; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=5:Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp B;,Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-4-13 to 2-7-3, Interior(1) 2. 7-3 to_12-6-0, Exterior(2) 12-6-0 to 36-2-0, Interior(1) 36-2-0 to 37-9-8 zone; cantilever.left and right exposed; porch left 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 nonconcurreilt 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 = I O.Opsf. - 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except of=lb) 2=391,12=236,19=542.. . 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly: to the top chord and YT gypsum' sheetrock be applied directly to.the bottom chord. ®WARNING - Verify design parameters and REOW NOTES ON THIS AND INCLUDEOMITEK REFERENCE PAGE 11,1I1-747J rev.. 1010312015 BEFORE USE.. - .. . OF Design valid for use onlywith MiTekG connectors. This design is based only upon parameters shown; 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 iequired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSMI7 Quality Criteria, DSB.89,and BCSI Building Component 6904 Parke East Blvd. Safety Information available.from Truss Plate Institute, 218 N: Lee Street, Suge 312, Alexandria, VA 22314. - Tampa, FL 36910' Job Truss Truss Type_ Qty.-.: Ply .... . . T11106237 504354-AMERON-BACCI 1308 Roof Special . 1' Job Reference optional Tibbetts Lumber,' 8.110 S. Apr 13.2017 MI I eK Industries, Inc. I nU May 11 U8:1r5:'zv zui f .1-age l ID:epS17JH5WHAyDgeXS8525Vzl ynS-H5j7VimR57dZHztggbJry7EVrdClcQ79ouHnimzHdlG. 40-7-8 ' 7-4-0 11-0-0 20-10-1 27-2-3 33-4-e 3 e 0 36-3-e 3&9-8 0-0-0 140 7-0,0 9-10-1 64-1 121 -0 2-7-8 2 :0 -2-a - 0-7-8 • '-Scale = 1: .1 . 5x6. 2x4 1I 4 27,5 28 6.00 12 2x4 11 3 21 20 3x6 3x4 6x6: _ 5x6 6.. .... 3x8 = - 5x8 = 54 9 . - 3x4 . � I d W. ''.5x6 c .. 15 .:14 13 .. .. . 2x4 x5 = 5x8 =3x6 .. ...: .. ...: ...: .. ...: 30 : ...: 0 12'. i 7�1-0 11-0-0 14-2-0 20-10-1 27-2J38J-e___ � ' 3&e-O�t0-6U� . .' 7.Z 3-8-0' 3-2-0 &8-1 . . 8-0-1.' . . - 0-2-5.. 2-11-0 . . . 24-s.' 1-0-0 0 s . . . .0-7-8 'sets (X'Y)— f4:0-3-0 0-2-01 f6:0-3-0 0-3-01:f8:0-3-0 0-2-01 19:0-5-4.0-1-121.f10:0-3-0.0-2-01.f13:0=4-0:0-0-81.1`16:0-2-12.0-2-121,[17:0-3-0.0-3=01 LOADING (psf)' SPACING- 2-0-0 CSI.. DEFL. in (loc) I/defl Ud . PLATES GRIP TCLL 20.0,. Plate Grip DOL. 1.25 .... TC 0.35. Vert(LL) r0.12. , 17.. ?999. 240, M.T20 24.4/190 , TCDL 7.0 Lumber DOL ' 1.25 BC 0.57 Vert(TL)• -0.30. 16-17 >999 180 .' BCLL 0.0 Rep Stress Incr YES WB : 0162 Horz(TL) 0.05 A2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS' Weight: 2271b FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2''Except• TOP CHORD Structural wood sheathing directly applied. 8-9: 2x6 SP,No.2 BOT CHORD ' Rigid ceiling directly applied: BOTCHORD 2x4•SP,No.2 WEBS 1 Row atmidpt 6-19 WEBS 2x4 SP N6.2 MiTek.refwmmends that Stabilizers. and required cross bracing, be installed'during truss erection, in accordance with Stabilizer Installaligo guide, REACTIONS. (lb/size) 2=600/0-8-0, 12=944/Mechanical, 20=1529/0-8-0 Max Harz' 2=159(LC 12) Max Uplift 2=-386(LC,12), 12=-233(LC 12), 20=-552(LC 12) ... Max Grav 2=602(LC 21), 12=945(LC 22), 20=1529(LC 1) FORCES. (lb) -'Max. Comp./Max. Ten. - All forces 250 (lb) or less except when'shown. TOP CHORD 2-3=-637/716, 34=-619/889; 6-7=-1516/814, 7-8=-1710/904; 8=9=-1831/925; 9-10=-721Am, 10-11=-806/416 BOT CHORD 2-21=-714/496; 20-21=-264/170, 19-20=-1126/559, 5-19=-315/262, 18-19=-684/1496, 17-18=-979/2133, 16-17=979/2133, 8-16=165/503, 13-14=690/1448 . WEBS 3-21=349/354,4-20=.410/473,14-16=-611/1359,.9-14=-278/180,9-13=-1009/484, .11-13=-43?/890, 4-21=-817/593, 9-16=-65/275, 7,16=-558/217,'6, 19=-1727/759, . 7-17=0/263, 6-18=-64/458, 7-18=683/322, 11-12=-929/485 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=5.0psf; h=15ft; B=45ft; L=406; eave=5ft- Cat. Il; Exp B; Encl., GCpi=0.18;;MWFRS (directional) and C-C Extedor(2) -1-4-13 to 2-7-3,' Interior(1) 2-7-3 to 11-0-0,'Exterior(2) 11-0-0 to 36-3-8, Interior(1) 36-3=8 to 38-9-8 zone; cantilever left and right exposed ;,porch left'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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of tnlss to bearing plate capable of withstanding 100 lb uplift at joint(s) except of=lb) 2=386,12=233,20=552.: 8) This truss'desidn requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to.the,botto'in chord. . AWARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7477 rev. 10/0711Of5:BEFORE USE. Design valid for use only with WOO connectors. This design is based only upon parameters shown, and Is for an individual building component, not : �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly lucorpoiate 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 fabdnlion; slgrege, delivery; erection and, bracing oftrusses and truss systems, see . ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component .. . •6904 Parke East Blvd. Safety Infornation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda,.VA 22314. Tampa, FL 36610 it t Job, . Truss Truss Type . Qty .. ply .... T11106238 504354-AMERON-BACCI_ 809 Hip_ d 1 Job Reference o tional Tibbetts Lumber, ' 8.110 s Apr 13,2017 Mi rek Industries, Inc. Thu May 11 08:16:30 2017 Page 1 ID;epS17JH5WHAyDgeXS8525VzlynS, IHHNi2n3sJIQu7SsElg4VLncrlZVLgZ11YOKECzHdIF. •1-4-04-9-0 9-0-0 20-0-9 20.3-2 32-1-11 3e-2-0 40-0-0 1-0-0 4-94 492 2 11.4-9 . 5.10-9 510.9 . 6-0-5 . 6.0 012. 2x4 3 5x8 = 4x6 = .. 4 25 .. 26 5. 5x6 = • 2x4 11 3x4 6 277 28- .829 . 19 18 3x6 = 3x8 = 3x6 .5xB .. 9 ,3x4J• .. - .. . 10 id 6- 12 0 0 4 . 5x12_ . - 2x4 ' 3.00112 3x6 II .A0:7a' 9-0-0 14-7-12 14• -0 • 20-0-9 283-2 32-1-'11 38-0-8 40-0-0 9-0-0 5-7-12 0. -0 58-9' - 5-10-9' - ' '10.9 ii!I 13 1-it=8 0-7 Plate Offsets (X.Y)— 12:0-2-12.0-1-81. f4:0-6-0.0-2-81. 16:0-3-0.0-3-01, 19:0-6-0.0-2-81, 112:0-9-12.0-3-01, 115:04-0.0-3-01. 116:0-3-8.0-1-81. 117:0-6-0.0-4-01 LOADING (psf) SPACING- , 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES „GRIP ' TCLL 20.0 Plate Gdp.DOL. . 1.25 TC 0.59.: Vert(LL) ..0.20. 19-22.. >878._ 240 MT20 244/190 , . TCDL 7.0 Lumber DOL 1.25 _ BC 0.50 Vert(TL) -0.34 14-15 >918 180 BCLL 0.0 ' ' Rep Stress Incr YES WB . 0.80 Horz(TL) 0.04 .11- n/a : 'Na BCDL10.0 Code FBC20.14/TPI2007 Matrix -AS' 'Weight: 220 lb ,• FT=,20% LUMBER- BRACING TOP CHORD 2x4 SP N0:2 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 4-3-0 oc bracing;17-18 MiTek.recommends that Stabilizers. and required cross bracing, be installed' during truss erection, in accordance with' Stabilizer ' Installation guid . REACTIONS. (lb/size) 2=408/0-8-0. 18=1823/0-8-0, 11=839/Mechanical Max Horz 2=160(LC 12) Max Uplift 2=-323(LC 12), 18=-647(LC 12), 11=-199(LC 12) Max Gray 2=410(LC 21),18=1823(LC 1). 11=843(LC 22) FORCES. '(lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. ' TOP CHORD. 2-3=-296/576, 34=40/371, 4-5=-600/1295,.5-6=-876/371, 6-7=-1915/880, 7-8=-1915/880, 8-9=-1905/943, 9-10= 902/455... B6T'CH6R6 2-19=-648%238; 17-18=-1788/1169,'5-17==1239/687, 16=17=-1287/681, 15-16=-322/919, 14=15=-867/1905, 12-14=-36082 WEBS 3-19=292/376,.4-19=-356/345, 17-19=-349/45, 4-.17=-1388/1081, 9-12=304/243, 10-12=-417/877, 9-14=-541/1219, 5-16=-105612309, 8-14=-344/267; 6-16=-730/449, 6-15=-524/1091, 7-15=-309/241, 11-13=-819/431,10-13=-830/428 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; 8=45ft; L=40ft: eave=5ft: Cat. II; Exp B; Encl., GCpi=0:18;.MWFRS (directional) and C-C Exteiior(2)-1-4-13 to 2-7-3', Interior(1) 2-7-3 to 9-0.0, Extenor(2) 9-0-0 to 40-5-12 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gttp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 1 b.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed:fora live load. of 20.Opsf on:the bottom chord in all areas where a rectangle 3-6-0 tall by:2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable.of withstanding 100 lb uplift atjoint(s) except ut=lb) 2=323,18=647,11=199.: 8) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'YO gypsum sheetrock be applied directly to.the.bottom chord... . AWARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MI1-7472 rev. 10103201S:BEFORE USE . Design valid for use only with MffemD connectors. This design is based only upon parameters shown, and is foran individual building component, not • a truss system. Before use, the building designer inust verify the applicability of design parameters end property incorporate this design Into the overall ' building design: Bracing indicated is to prevent buckling of Individual truss web and/or choni,members only. Addiflonat 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,brebing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and SCSI Building Component .: : 6904 Parke East Blvd. . . Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 3121 Alexandria,.VA 22314. Tampa, FL 36610• 4 t Job Truss Truss Type Oty' ' Ply T11106239 504354-AMEROWBACCI B10 Hip Girder 1 2- Job Reference o tional Tibbetts Lumber, ' i1-4-0, 7-0-0 10-11-0 19-9-8 t3.1 i u s Apr lS 2ul t mi I eK Inaustfles, Inc: I nu may i l UH:1o: `4 zu1 I rage l ID:epS17JH5WHAyDgeXS8525VzlynSe2WuYPgawYFsNkleTBvOfBxF?euvHf uxA YNzzHd1B 24-10-12 1 30-0-0 35-14 40-2-0 1-4-0 •.' 7-0.0 '3-11-0 8-10A . ... 5-1-4 .. 5-1-4....5-1-0 .• 5-0-12.0-6- -. .... .. - . . Scale = 1:74.4 ... -Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED_ NAILED NAILED NAILED ' 5x8 = 3x4 = 6x8 = '• 5x6: 4x5 = 5x6 = : 4x5 = : 3x4 6.00 12 NAILED , NAILED -' NAILED NAILED - ' 3 24 425 26 5 2728 29 • 36 6 31 . 32 7 3334 - 35 8 36 37• 38 .9 39 40 10nn 20. �; ell 2 3 44 15 14 13. ,. 12.. 45 46 47' ' 48' 49 '50 51 52' 53 •54 5x6._' I" Ir. d 7x12 = 6x6 = NAILED 7x8 = NAILED . 45 =' NAILED. 4x5 =NAILED NAILED 19 '41 18 42 17 NAILEDNAILED NAILED NAILED : 'NAILED NAILED NAILED 2x4. 11 3x8 3x6 :l1 .3x6 .. NAILED .Special; NAILED NAILED- 7-0-0 10-11-0 i 14-2-0 19-9A - 24-10-12 i 30-0-0 35-1'-4' ' 40-M i 7=0.0 3-11-0 3-3-0. 5-7A 5-1-4 S-1-4 5-1-4 5-6-12 . . Plate Offsets (X Y)— f3:0-rr0.0-2-81.f6'0-3-0,0-3-01 f8:0-3-0 0-3-01 f10:0-1-12.Edge1 f14:0-4-0,04-81 f16:0-10-4.0-5-81 LOADING (pso SPACING- , 2-0-0. ' CSI. DEFL. An (loc) I/,defl L/d ,. ' PLATES GRIP TCLL .20.0. Plate Grip DOL. 1.25 TC 0.7.1. Vert(LL) . -0.21 13-14.. >999 240 : MT20 .: 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL). -0.49 13-14 ?639 180, ' BCLL 0.0 " Rep Sirens Incr ' NO WB 01 Horz(TL) 0.03 .20. a n/a, : n7a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS'' Weight: 467lb FT = 20% . LUMBER- BRACING-. ' TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purfins, BOT CHORD 2x6 SP'N6.2 *Except*except end verticals. 2-17i 2x4 SP No.2, 5-17:'2x8 SP No.2 BOT CHORD Rigid ceiling directly applied or'6-0-0"oc bracing. WEBS 2x4.SP'No.2 `Except' 10-20:'2x6SP'No.2' REACTIONS: (lb/size) 2=567/0-8-0, 17=4029/0-8-0,.20=1800/Mechanical Max Horz 2=167(LC 8) Max Uplift 2=-513(LC.8), 17=-1589(LC 8), 20=-490(LC 8) Max Grant 2=567(LC:1), 17=4029(LC 1), 20=1800(LC 18)' FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-558/650, 3-4=0/617, 4-5=1078/3687; 5-6=-1889/449, 6-7=-4947/1313, 7-8=-5696/1531, 8-9=-4171/1133, 11-20=-1800/490; 10-11=-268/150 BOT CHORD.. . 2-19=-615%426, 18-19=-628%447, '17-18=-550/144, 16.17=-3962/1634,'5-16=-2646/896, 15=16=-4045/1183; 14-15=-500/2020; 13-14=-1345/5013,12-13-1545/5695; ' ' : ' 11-12=-1,133/4171 WEBS 3-19=-319/610,3-18=-1187/524,4-18=-275/927,16-18=465/137,4-16=3501/1418, 9-11=-4174/1129,5-15=-1723/6263,9-12=-10/808,6-15=-1639/635,8-12=-1625/439, 6-14=-869/3132, 7-14==833/408, 7-13=-230/727 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - Prow at 0-9-0 oc, 2x6 - 2; rows staggered at 0=9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to " Ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design'. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mphi TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp B; EncL, GCpi=0.18 MWFRS. (directional); cantilever I'eft and right exposed'; porch left exposed; Lumber DOL=1.60'plate,grip. DOL='1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed.for a 10.0 psf.bottom chord live load nonconcurrent with any other live loads: 7) ' This truss has been designed for a live load, of 20.0psf on,the,bottom chord. in all areas where a rectangle 3-6-0 tall by,2-D-0 wide will fit between the bottom chord and any other members. 8) Refer to girder (s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=513,17=1589,20=490. 10) "NAILED"indicates 3-10d,(0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. AwARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED,MITEK REFERENCE PAGE M11.7473 rev.. 10/03,2015 BEFORE USE. - Design valid for use only with Mi rek® donnectors. This design Is based only upon parameters shown, 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' buildingdesign. Bracing Indicated is to prevent buckling of Individual truss web and/or chord.members only. Additional temporary and permanent bracing. MITBK• is always mquired for stability and to preventcollapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-8gand BCSI Building Component _ 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N: Lee Street, Suite 312, Alexandria,VA 22314. Tampa, FL 36610' Job ... truss Truss Type Qty.- Ply ...: . . T11106239 504354AMERON-BACCI B10 Hip Girder . 1 Job Reference o tional Job Truss Truss Type Qty - Ply T11106240 504354-AMERON-BACCI C01 : Hip Job Reference o tional Tibbetts Lumber, 1-4-0 ' 5-8-4 _ 5-1-12 • , 3-10-15 6.00 12 3k4'i .. - 5. 2x4 I I 29 4 O.i l u &Apr i-J.zul t mI I ex moustrles, Inc. I nu' may l l Un:lb:Jb zul f rage I ID:epS17JH5WHAyDgeXS8525Vzl ynS-aReez5rgS9Wac2vOaZxUkcl e4SUIIYZBPUTfRszHdl9 22-0 18-6-1 .19 -025-8-0. .33-0-4 4 40-M 0_ -. 5 3-6-0 3-2-0 .. ....7_4_4 .... .. .... 7_7_12 .. .. 1-4-0.. .. . . Scale 1:75.3 3x6 . 5x8 =' 2x4 I I. 7x6 ...6.7 30 .. 8 ...31.9. ...: .. .... .. ...: .. : .. .. : .. .. .. . 32 5x8 lo ... .. .. ... .. .. .... .. .... .. ... .. ... .. _ 0: g-0_�-0 : 0-8-0 ... : .... 5-8.4 5-1-12 7-8-1 M172 Plate Offsets (X Y)-- 13.0 3-0 0-3-01. 17.0 5 8 0 2-41 19.0 6-0 0 2-81 110.0 3-0.0 3-41, 111.0 2 15,1 2 01.113.Edge.0-3-81. 114.0 3-0.0-3 01, f18.0-6-0.03 161. 121.0 2 8.0-3-41 LOADING (psf) SPACING-.. 2-0-0 CSI.- DEFL. in (loc)- I/deg L/d - PLATES GRIP TCLL 20.0 Plate Grip DOL . 1.26 TC. 0.54 Vert(LL) .-0.45.. 17.. ;49. 240.: MT20 .... 2441190. . TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(TL). 1.16'20-21 '>419 180 ' BCLL 0.0 ' Rep: Stress Incr YES WB : 083 :Horz(TL) 0:74 . ':13 n/a. ': 6/6 BCDL . 10.0 Code FBC20.141TPI2007 Matrix -AS 'Weight. 278 lb FT = 20% - LUMBER- 'BRACING-. TOP CHORD2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 'BOT;CHORD - . Rigid ceiling directly applied: Except:. ' WEBS 2x4.SP_No.2 1070-0ocbracing:21-23,16-18 .. WEBS 1 Row at midpt 10=15 2 Rows at 1/3_pfs '.9-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer ' Installation guide. - REACTIONS: (lb/size) 2=1613/0-8-0, 13=1591/Mechanical Max Harz 2=-260(LC 10) Max Uplift:2=-417(LC 12), 13=-424(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb)' or less except when'shown. . TOP CHORD 2-3=-2816/1185,3-4=-4667/2006,4-5=-4686/2107,5-6=-3543/1595,6-7=-3219/1551, 7-8=-8656/1649, 8-9==3643/1640, 9-10=-1776/949, 10-11=-1898/873,11-13=-.1519/865 BOT CHORD 2-24=-1019/2489, 4-21=-256/205, 20-21=-1467/3754', 19-20==1131/3234,' 18-19=-1.078/3199, 14-15=-672/1626 WEBS. 3-24=-1219%594, 21-24=-1128/2769; 3-21=-610/1645, 5-21,=-349/873, 7-18=-328./855,, 15-18=-1049/3084, 9-18=-1232/3674, 9-15=-2515/868,10-15=-294/202, 10-14=-279/264,' 11-14=-642/1572, 6-20=-88/569, 7-19=-242/269, 5-20=-691/467' .... .. ... .. .... .. .... .. NOTES- 1) Unbalanced roof live loads have been considered for this design: 2) Wind:,&SCE 7-10; VuIt=160mph (3 second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5:0psf; h=15ft; B=45ft; L=41ft; eave=5ft; Cat. ' II; Exp B; Encl., GCpi=6.18; MWFRS (directional) and C-C Extedor(2) ,1-4-13. to 2-870, Interior(1) 2-8-0 to 19-0'0, Exterior(2) 19-0-0 to 31-5-0, Interior(1) 31-5-0 to 42-0-13.iene; 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'preventwater 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 inall areas where a rectarigle 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 100 lb uplift atjoint(s) except Qt=lb) 2=417,13=424: 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly:to the top chord and''/". gypsum .. . sheetrock be applied directly to the bottom chord. ,&WARNING - Verify dea(gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015,BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system: Before use, the building designer must vedfy-lhe 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 MITBK• . - is always required for stability. and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the _ fabrication,: storage, delivery; erection and. bracing of trusses and truss systems, see _ ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component..: .. .. : 6904 Parke.East Blvd. . Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria,.VA 22314. - Tampa, FL 36610- Job Truss Truss Type Qty PIy T11106241 504354=AMERON-AMER CO2 Hip 1 1 Job Reference (optional) Tibbetts Lumber, 14-0' 6-0-5 5-5-13 . 5x8 2x4. I F 'F LOADING (psf) SPACING-. 2-0-0 CSI. TCLL 20;0 Plate Grip.QOL, 1.25 TC, 0.46, TCDL 7:0 Lumber DOL 1.25 BC 0.88 . . BCLL 0.0 Rep: Stress lncr YES WB 0:71 . BCDL 10.0 Code FBC2014/TP12007 Matrix -AS LUMBER - TOP CHORD'. 2x4 SP N0.2 BOT CHORD ' 2x4 SP No.2 WEBS' •. 2x4.SPN0.2 8.110 s Apr 13,2017 MrreK Industries, Inc. I hU May 11 0 16:3f W11 -page 1 - epS17JH5WHAyDgeXS8525Vz1ynS-2dCOARsSDTeRECU.C8GSjHpZg2ssFUOdKe8DC IzHdl8. 23-1-1 .. 27-8-0 .l 34-0.4 i .. 40-8-0. 4.7-0 . 47-0 6-7-12 Scale=1:71.7 3x4 = 23-1-1 27-8-0 i 34-0� 40.8.0 . . . . 47-0 . 47 0 6-4-4 6-7-12 - 6:0-3-0.0-3-01 DEFL:. in (too) ' Vdefl Lid. • 'PLATES GRIP Vert(LL) -0.26 1.4-15, >999 2.40, MT20 "244/190 Vert(TL) -0.6314-15 '>775 180. . Horz(TL) ' 6.13 :11 n/a 'n/a Weight:'264lb FT=,20% -BRACING- '. TOP CHORD '. Stnictural Wood sheathing directly applied, except end verticals.' BOT;CHORD Rigid ceiling directly applied: WEBS 1 Row at rnidpt 9-14, 6-15, 7-15, 7-14- - MiTek.recommends that Stabilizers,and required cross bracing. be installed during truss erection, in accordance with S tabilizer- Installation qWde. REACTIONS, (lb/size) 2=1583/0-8-0, 11=1491/Mechanical Max Horz - 2=219(LC 11) . .. .... . Max Uplift 2=429(LC.12), 11=-363(LC 12) MazGrav 2=1609(LC 17), 11=1491(LC 1)- FORCES. (Ib) -Max. Comp./Max: Ten.. All forces 250 (lb) or less except when shown. TOP CHORD. 2=3=-2863/1297, 3-4==2681/1255, 4-5=-2028/1099, 5-6=-1803/1058, 6-7=-1803/1058, 7-8=-1565/964,8-9=-1818/990,9,-10=-1821/888,10-11=-1423175.7 . BOT CHORD, 2-17=-1180/2646, 16-17=-994/2265, 15.16=-723/1834, 14-15=727/1772, 12+114=-713/1564 .... . WEBS 3-.17=-269/240,.4-17=-94/460, 4-16=-628/394, 5.16=-251/518,.8-14=-221/557, 9-12=-368/290, 10-12=-716/1557, 5=15=-120/378, 7-14=471/259, 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=15f ; B=4W L=41ft; eaVe=5ft; Cat.. : II; Exp B; Encl.,.GCpi=0.18; MWFRS (directional) and C-C Exferior(2)-1-4-13 to 2-8-0, Interior(1) 2-8-0'to 17-0-0,'Exterior(2) 17-0-0 - to 33-5-0, Interior(1) 33=5-0 to 40-6-4 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 by2-OrO wide will ,fit between the bottom chord and any other members, with BCDL = 10.0psf. ' 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 106 lb uplift at joint(s) except at=1b) 2=429,11=363.. 8) This truss design 'requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. AWARNING - Verify deslgn Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10103,2015.BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not - �• a truss system. Before use, the building designer mustverify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord,members only. Additional temporary and permanent bracing, MITek� . Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication' storage delivery' erection and bracing of trusses and truss systems see ANSI 11 quality Criteria DSB-89 and SCSI Buildin 'Com onent 'Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria,. VA 22314. g P ; Tempe, e, FL Last Blvd.. . � Tampa, FL 36810, Job Truss Truss Type . ... Oty ..: Ply . T11106242 504354-AMERON-BACC1 CO3 Hip Job Reference (optional) Tibbetts Lumber, - 6.11 u s Apr 1;5 zui I MI I eK Inaustfles, Inc. I numay 11 Ud:lbiJtl'eu I I rage I ID:epS17JH5WHAyDgeXS8525Vz1 ynS-WgmPOnt4_mmHsL3Pi_rp16_fGFXDV?Tsoym WkzHd17. 1-4-0.. 7-9-4 ..15-0.0 .. . 22.4-0 .. 29-8-0 .. .. 36-16-12 •.. -40-8-0 1-`1-0 . 7-9-4. .. ..7-2-12 .. .... .7_4_p .. .. .... ..7�_0.... .. .... .. 7-2-12,.. .. g_g� Scale-1:72.2' = 5x8 = 6.00 12 .2x4 Il 5x8 = . . 4 ._.20 , .5 ..21 22 :23 6 19 .24 3x4 . 3 .. 725. 4x5 : d.... .8 : �... 18 14. ._ .. 13 . 26 - 12 27 11 . 10 g .. 3x6:11 - 2x4 I. 5x6.=�.:. 3x8 = Sx6= : 3x6.= .-.3x6 =. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. -9-0 15-0-0- -22-4-036-10-42' .. .. -- - .. .�.40_g_0. .. 7 9 4 7-2 12 7-4-0 7-4-0 7-20 3-9 -4 . . Plate Offsets (X Y)— 13.0-3.0 0-3-01 T4:0-5-8.0-2-41.:16:0-5-8.0-241.111:0-3-0.0-3-01.113:0-3-0 0-3-01 LOADING (psf)' SPACING-_. 2-0-0 CSC.. - DEFL.. in (loc)' I/deft Lid . PLATES GRIP - TCLL 20:0.. Plate Grip.DOL. . 1.25 .. TC. 0.54.: .. Vert(LL) .0.19 12-13, . >999. 240, : MT20. 2441190. , TCDL 7.0' -Lumber DOL. 1.25 . BC 0.68 .' . Vert(TL), -0.43 12-13 >999 180 BCLL . 0.0 Rep: Stress Incr YES WB'. 0:58 Hotz(TL) 0.14 ': 9 n/a ': n/a BCDL' 10.0 Code FBC2014/TPI2007 Matrix -AS WeigFlt;'234lb FT=,20% LUMBER- 'BRACING-. TOP CHORD : 2x4 SP No.2 TOP CHORD :' Structural wood sheathing directly applied, except and verticals. BOT CHORD 2x4 SP'No.2 BOT;CHORD Rigid ceiling directly applied: WEBS 2x4.SP No.2 . WEBS .. ...': : 1 Row at midpt .. .... : 3-13 ...': .. MiTek.recomMends that Stabilizers.and required cross bracing, be installed -during truss erection, in accordance with Stabilizer' [Installation guide. REACTIONS.: (lb/size) 2=1585/0-8-0, 9=1489/Mechanical Max Horz 2=192(LC 11). . . Max Uplift 2=-430(LC.12), 9=-361(LC 12) Max Grav 2=1592(LC 17), 9=1489(LC 1) FORCES. (lb) - Max. Comp./Max: Teri. -AII forces 250 (lb) or less except when shown. ' TOP CHORD 2-3=-2754/1296, 3-4=-2207/1139, 4-5=-2011/1162, 5-6=-2011/1162, 6-7=-1876/983, . 7-8=-1496/739,8-9=-1463/742 2-1 BOT CHORD 4=-1168/2511, 13-14=r1169/2509, 12-13=-827/1976; 11-12=7661/1598, 10=11=-630/1312 .. . WEBS 3-14=0/282, 3-13=-609/391; 4-13=-120/534; 4-12=-130/358, 5712=-437/343, . 6-12=-306/691, 7-11=-53/436, 7-10=-650/435, 8-10=-734/1503. NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wiind:..ASCE 1-10;Vult=160mph (3-second gust) Vasd,=124mph; TCDL=4.2psf;,BCDL=5.Opsf; h=15ft B=45ft; L=41f; pave=5ft; Cat, II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-4-13 to 2-8-0; Interior(1) 2-8-0 to 15-0-0, Exterior(2) 15-0-0 to 35-5-0,:Intedor(1) 35-5-0:to 40-6-4 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)ive loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom Chord in all.areas where a rectangle 3-6-0 tall by 2-0-0 Wide ' will fit between the bottom chord and any other members, with BCDL = 10.0psf.' 6) Refer to girder(s) for truss to truss connections. . . 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at -lb) 2=430,,9=361. 8) This truss design' requires that a minimum of 7/16" structural wood sheathing be applied directly to the top Chord and''/" gypsum sheetrock be applied directly to the bottom chord. ' ' AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/032015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for individual building component,: not • ' a tress system: Before use, the building designer must verify the applicability of design parameters and propedy Incorponde 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 MITBk• . is always required for stability, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication; storage, delivery; erection and bracing oftrusses and truss systems, see . ANSM11 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. 7artipa, FL 38810' Job' ' Truss Truss Type Ply �Qty_..:. T11106243 504354-AMERON-BACCI: C64 Hip. Job Reference (a tional . Tibbetts Lumber, 13-0-0 6-9-4 ... 6-2A2 6-2-11 ... . . mi iu s Apr i o zui t IVII I eK mausines, Inc. I nu May i -I Voa O:de zu i t rage l ID:epS17JH5WHAyDgeXS8525VzlynS=0Knb7,uil4u8TVebFhVBMEfAafWgy?Md5SiJ2AzHdl6• 25-5=5 31-8-0 '36-0�' i' 40-8-0 ' 4.41 . .. ...Ml2 .... .... . . :Scale = 1:71.0 22=4-0 .. .. .' 31-8-0' - .. .. . 40-8-0.... 6-s-4 6-2=12 94-0 • 9-4-0 9-0-0 .. Plate Offsets (X Y)— 'r4:0-3=0 0-2-01 r6:0-3-0 0-3-01, f7:0-3-0.0-2-01, rl 1:0-4-0 0-3-01 112:0-4-0 0-3-01 r13:0-3-12.0-3-01 .' LOADING (psf) SPACING-.. ' 2-0-0. ' CSI. DEFL. in' (loc) 1/dell L/d .. ' PLATES GRIP ' TCLL 2010. Plate Grip DOL 1.26 : TC 0.46 Vert(LL) -0.25. 11-12 _.>999. 240.: .. MT20 244/190 TCDL 7.0' Lumber DOL 1.25 -' BC .1.00. Vert(TL). -0:58 12-13 >834 180. BCLL 6.0 - ' Rep Stress Incr. YES WB 0;44 Horz(TL) 0.16 -10: n/a. n)a BCDL 10.0 Code FBC2014/TP12007 Matrjz-AS WeightC228'Ib .' FT=.20% LUMBER- BRACING-. '. TOP CHORD 2x4 SP No.2' TOP CHORD Structural wood sheathing directly applied, except end verticals. 80T CHORD . 2x4 SP No.2 "Except" ' : BOT:CHORD :Rigid ceiling directly ' applied: 12-13:2x4 SP M 31 " ..WEBS '. '' 1 Row at midpt . 5-13,.6-11, 8-10. WEBS 2x4.$P'No.2 MiTek.recommends.that Stabilizers.and required cross bracing. be,installed'during truss erection, in accordance with Stabilizer' . Installation auide. REACTIONS.' (lb/size) 2=1584/0-8-0;:10=1490/Me6hanical " Max Harz" 2=164(LC 11) . . :Max Uplift 2=-430(LC.12), :10=-362(LC 12) .' ...': .... Max. Grav 2=1585(LC 17), 10=1490(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. = All forces 250 (lb) or less except when shown. ' TOP CHORD.. 2-3=-2794/1342; 3-4=-2339/1196, 4-5=2060/1158; 5-6=2314/1234, 6-7=-1635/932, .... . 7-8=-1855/981 .... .. . BOTCHORD- 2-14=-1221/2526,13-14=-1221/2526,'12-13=-1046/2359,11-12=-983/2193, 10.11=-669/1351 .... . WEBS 3-13= 493/350, 4-13==240/718, 5-13=-525/255, 6-12=-20/382, 6-11=-869/444, , 7-11=-208/569, 8A1=-31/442, 8-10=-1780/931 NOTES- 1) Unbalanced roof live loads have been considered for:th'is design- . 2) Wind: ASCE 7-10: VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=451t; L=41ft, eave=5ft, Cat: II; Exp B;:Encl.; GCpi=0.18; MWFRS:(directional) and C-C Exterior(2)-1-4-13 to 2-8-0,:Interjor(1) 2-8-0 to:13-0-0, Exterior(2) 13.0-0 to 37-5-0, Interior(1) 3775-0 to 40-6-4 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 poriding.. 4) This truss has been designed for a 10.0 psf bottom chord,live load nonconcurrent with any other live loads. . . 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in, all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and:any other members, with BCDL = 10.0psf. 6). Refer to girder(s) for truss to truss connections.. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding'100 lb uplift at joint(s) except at=lb) 2=430,.10=362. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and '/" gypsum sheetrock be applied directly to the bdttom'chord.' AWARNING - Verify design parameters and READ. NOTES ON THIS AND INCLUDED mtrEK REFERENCE PAGE M11-7473 rev.. 10/032015 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.riembers only. Additional temporary and permanent bracing. MITe'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 oftrusses and truss systems, see . ANSVTPI7 Quality Criteria, DSB-89.and BCS.I Building Component, • 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 216 N: Lee Street, Suite 112. Alexandria, VA 22314. Tampa, FL 36610 } Job Truss .... . Truss Type, Qty... Ply T.111,06244 504354-AMERON-BAC6I: : C05 Hip. 1 1 Job Reference (optional) Tibbetts Lumber,8.110 sApr 13.2017 MiTek Industries, Inc: Thu May 11 0816:40 2017 Page 1 I D: epS 17J H5W HAyDgpXS8525Vz1 ynSSCu9pSuKW00?5fDnpP00uS BM-3sshMtmK6RsadzHdl5 rl-4-0 5-9-4 '11-0-0 16-7-9 22-1'-5 27-8-0 L__ 33:E)-0 37-2-8 40-8 .. : 1_4-0.. . 5-9.4... .. ... 9_2-125-8-0, .. . 0_4_0.. 3-0.6 . .. 3_rrg . . . ,Scale-1172.2 5-9-011'-0-0 16.7.9 r 22-1-b' 27-8-0 334-0 r '37-2-8 40-8-0 - 5-g-4 5-2 5-7-9 5-5-13 5-6-11 _ ' S-8-0,. 2- ::B .3-5-6 Plate Offsets (X'Y)— 'I4.0-6-0 0-2-81 I6:0-3-0 0-3-01 r8.0-3-0 0-2-01 I15:0-2-12.Edge1.116:0-10-8 0-5-41' LOADING (psf) SPACING 2-0-0. CSI. DEFL. in (loc)' I/deft Ud PLATES GRIP TCLL .20.0.. Plate Grip.DOL. . 1.25 : TC 0.42.. .. Vert(LL) r0.30.. 17.. >999. 240.: .. MT20 24.4/190 ..: . . TCDL 7.0' Lumber DOLL 1.25 BC 0.95, Vert(TL)• -0:68 18-19 >719 180. ' BCLL : 6.0 Rep Stress Incr YES WB ': 0:74 Horz(TL) 0.33 . ':11: n/a. : Na BCDI ' 10.0 Code FBG20.14/TPI2007 Matrix -AS Weight:'260ib FT = 20% LUMBER- BRACING-. TOP CHORD 2x4 SP No.2 *Except" TOP CHORD Structural wood sheathing directly applied, except end verticals. 8-10: 2x6 SP No.2 BOT:CHORD Rigid ceiling directly'applied: Except:.: BOT CHORD 2x4. SP.No.2 10-0-0 oc bracing: 16-18, 13-15 WEBS 2x4.SP-No.2 WEBS 1 Row at midpt .: 7-15 MiTek recommends that Stabilizers'and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size)' '2=1591/0-8-0, 11 =1 51 O/Mechanical :Max Horz 2;136(LC•11') Max Uplift 2=-427(LC 12), 11=-352(LC 12) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except When shown. TOP CHORD„ 2-3=-2824/1356; 3-4=-24.67/1246, 4-5=-2658/1394; 5-6=-2733/1412, 6-7=-3962/1959, ' 7-8=-2548/1294, 8-9=-2805/1374, 9-.10=-1445/711,.10-11=-1.470/748. .... .. .... ...: .. . . BOT CHORD' 2-23=-1238/2460, 22-23=-1238/2460,-20-22=-988/2158,19-20=-119312658, . 7-16==145/600, 15-16==1779/4007,.8-15=-379/964' WEBS 3-22=-392/287, 4-22=-91/352, 4-20=-342%796,.5-20=-453/296, 6-19=-1065/566, 16-19=-1283/2896, 6-16=-631/1426, 7-15=4731/793,-9-12=-1343/692, 10-12=,652/1414, 12-15=-630/1391, 9-15=-539/134.7 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=41ft; eave=5ft; Cat. II; Exp B;.Encl., GCpi=0.18; MWFRS.(directional) and C-C Exteiior(2)-1-4-13 to 2=8-0, Interior(1) 2-8-0 to 11-0-0, Exteri6r(2) 11-0-0 to 39-5-0, lhterior(1) 39-5-0 to 40-6-4 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 IN loads. 5) " This truss has beeil'designed:fot a live 'load: of 20.0psf on: the bottom chord in all areas where a rectangle 3-6-0 tall by:2-0-0 wide will fit between the bottom chord and'any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable.of withstanding 100 lb uplift at loint(s) except at=lb) 2=427,11=352. " 8) This truss design requires that a minimum of 7/16"structural woods sheathing beta lied direct) to the to chord and sum PP Y, P , 9YP • sheetrock'be:applied, directly to the bottom chord. WARNING- Verify design parameters and READ, NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.. 1010312015 BEFORE USE. . . Design valid for use only with MiTek® donnectors. This design is based only upon parameters shown; and is for an indivjdual building component, not • a truss system. Before use, the building designer mustverity 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 choid.members only. Additional temporary and permanent bracing. MiTek Is always required for stability and to preven£gollapse'with possible personal Injury and property damage. For general guidance regarding the , fabrication, storage, delivery, erection and, bracing of trusses and truss systems, see ANSlrrPl1 Quality Criteria,. DSB-89.and BCSI Building'Component.. - 6904 Parke East Blvd. 'Safety Information available tram Truss Plate Institute, 218 N: Lee Street, Suite 3'12, Alexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type. Tfi1.106245. . 504354-AMERON-BACCI: C06. Half Hip �Qty...::Ply 1 1 Job Reference(optional). Tibbetts Lumber, - o.i iu-r Pr is a ,r wui-ruusu-, rr- i y 1 w 1 rayo, . ID:epS 17JH5WHAyQgbXS8525Vzl ynS-xPRXOovzGhSsjpo_N6XfRfkQOTDKQm.QwYIBQ73zHd14 1-4-0 4-9-4 9-0-0: 16-11-14 24-10-0 '32-8-2- 40-8-0 ' . ...1-4-0..: 4..4,2_12..7-11-14 ... '7.10-2.. ... .. ..7_10.2 ..7-11-14... . Scale =1:79.0 5x8 = 6.00 12 4 19 20 21 2x4 \ . m .. .... ..3. d 1718 �1 2 3x4._ .. ....5x6 =. .' : 3x4 = .. : 3x4.11 5- .. .. 6.22' .. 23 .. Z .. '24. 8.'. .. . 13 12 10 ... .. .. 3x6 - 3.4 = : : 5x6 - = ... 3x4 - :5x6 = ' . .9_0_0 : 16-11-14 . . za_10_0 . • .. ... : 32-8_2. .. : : 40-8.0 . • 9-0-0' - .7-11-14 '7-10-2-. 7-10-2. .7-11-14 . Plate Offsets (X Y)- f2.0-2-4 0-1-81 f4'0-5-8 0-2-41 f6.0-3-0 0-3-41 f10.0-3-0 0-3-41 f12.0-3-0 0-341 LOADING (pst)' SPACING-. 2-0-0. CSI. DEFL. -.in (loc) I/deft L/d PLATES GRIP TCLL 20.0, Plate Grip-DOL.- 1.25 TC 0,85 Vert(LL) 0.30. 11-12. >999.. 240 MT20. 244/190 . . TCDL .7.0Lumber DOL 1.25 ' BC .0.8Z'' Vert(TL) -0:76- 11-12 >638 . 180. BOLL' 0.0 Rep Stress lncr. YES WB ' 0:92 Horz(TL) 0.22 9. n/a, ' n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -AS -'WeightC215lb FT=.20% LUMBER- . BRACING-. TOP CHORD ' 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP N6.2 : BOT:CHORD' : :Rigid ceilirig,diirectly applied: WEBS 2x4.SP.N6.2 WEBS 1 Row at midpt . 5-11, 6-10, 7-9 MiTek recommends that Stabilizers and required cross bracing. be installed'during truss erection, in accordance With Stabilizer' , Inslallation guide. REACTIONS.- (lb/size) 9=1489/Mechanical, 2=1585/0-8-0 Max Horz 2=203(LC 12) ... .Max Uplift' 9=-370(LC 12), 2=-421(LC 12) ..... FORCES. (lb) - Max.-Comp./Max. Ten: - All forces 250 (lb) or less:except when shown: ' TOP CHORD 2-3=-2793/1391, 3-4=-2584/1248, 4-5=-3268/1579,'5-6=-3196/1495, 6-7=-2174/1010' BOT CHORD _ 2-13=-1428/2435, 12-13=-1187/2292,.11-12=-1588/3281, 10-11=-1496/3189, .. 9-10=-100312149 .... . WEBS 3-13=-209/272, 413=-37/339, 4-12=-500/1211, 5-12=451/328, 6-11=0/335, • ' . 6-10=-1186/567:7-10=-205/774:7-9=-2433/1136: ' NOTES- 1) Unbalanced roof live.loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf;: h=15ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp B; Encl.; GCpi=0.18;: MWFRS (directional)'and C-C Exterior(2)-1-4-13 to 2-8-0, Interior(1) 2-8-0 to 9;0-0, Extedor(2) 9-0-0 to ' 14-9-0 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 pondipg. ' 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss.has been designed for live load of 26.Opsf on the bottom chord in all areas where.a rectangle 376-0 tall by 2-0-0 wide will fit between the bottom chord and any other members._ &) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by ottiers) of truss to bearing plate capable of withstanding:1001b. uplift at joint(s) except (jf=lb) .9=370,2=421. 8) This truss design requires that a minimum of 7/16"'structural wood sheathing be applied directly to the top' chord and'/" gypsum sheelrock be applied directly to the bottom chord. ' ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.. 1010312015 BEFORE USE. ' Design valid for use only with MTek® connectors, This design is based only upon parametersshown; and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord,members only. Additional temporary and permanent bracing, MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the , . fabrication, storage, delivery, erection and. bracing of trusses and truss systems, see . . ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. . . . Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 712,Ale xandria,•VA 22314. " Tampa, FL 36610' y .r Job' Truss Truss Type Qty. Ply 11 T1 06246. 504354-AMER6N-BAGCI C07 Half Hip Girder 1 2 ' Job Reference '(optional) ' Tibbetts Lumber, 0.-1lU S l+pr l0'LU it IVII I arc n1UU5r11Ub, u- I rlu Ivrtly I I U 10.90 GU It " ye 1 ID:epS97JH5WHAyDgeXS8525Vz1ynS-HMFQ3Wi55Em9pagxAf7g8jRJEUwl52Kfil uBoGzHd17 1-4-0 7-0.0 : 12-5-9 18-0-15 23 8-4 29-3-9 34-10-15 40-8-0 1_4_0 7_0_0: .. ... 5-59 . _ .... 57_5 .. _ .. .5-7_5 ...5-7_5... ....5,7_5 .�9_1 .... . . - - :Scale=1:71.0 Special... .. : 'NAILED -NAILED _ .. 6x6. NAILED NAILED NAILED '7x8 =' " " NAILED' " NAILED 2x4' II ' NAILED: NAILED. NAILED .NAILED . :NAILED NAILED NAILED - NAILED NAILED .6.00 12 . - 3: 19 . 20 : 214 22 : 2324 25 5 : 26 27 28 6 : 29 ' 3031, 32 7 ' 33 ' 34 ' : 8 : 35 36.9. . "1 0 iA 1� d 'r 7-0=0 " i12-5-9'' 18-0-15 23-8-4 29-3-9' ' ' 34-10.15 40-8-0' 7-0-0 5 5=9 5-7-5 5 7-5 5-7-5 5-7-5 5 9-1 Plate Offsets (X Y)— 13.0-3-0 0-2-71 16.0-4-0 0-4-81'f10.0-3-0 0-4-41 f12'0-4-0 0-4-81 f14�0-40 0-4-81 LOADING (psf) SPACING= . 2-0-0. -..CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20:0 Plate Grip"DOL • 1.25 TC 0.69" " Vert(LL) .0.58- 13-14 >845 240 MT20. 2441190 " TCDL 7.0 Lumber DOL 1.25 BC 0.92. Vert(TL). -083 13-14 >582 180. BCLL 0.0 Rep Stress Incr NO I WB 0:87 Horz(TL) 0.20 10: n/a n/a BCDL 10.0- Code FBC2014/TPI2007 Matrix -MS: Weight: 545'lb FT=.20% LUMBER- BRACING - TOP CHORD' 2x6 SP No.2"Except' TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc pudins, 1-3: 2x4 SP:N6.2 except end verticals. BOT CHORD 2x6. SP.No.2 80T CHORD Rigid ceiling directly applied or 6-6A4 oc bracing. '- ' WEBS 2x4 SP'No.2 . REACTIONS. (lb/size) 10=3251/Mechanical, 2=3.151/0-8-0 Max Horz 2=163(LC 8) Max Uplift 10=-1941(LC 8), 2=-1783(LC 8) FORCES: (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6512/3771, 3-4=-8548/5121, 4=5=-9820/5886, 5-6=-9637/5782, 67=-8007/4808, 7-8=4809/2890 BOT CHORD. " 2-16=-3415/5761, 15-16=-3402/5733, 14-15=-5118/8544, 13-14=-5900/9841; 12-13=-5773/9619, 11-1:2=-4775/7950; 10-11=-2890/4809 WEBS 3-16=-300/721; 3-15=-2030/3400, 4-15=-15291931, 4,-14=-904/1518, 5-14=-508/327, . ' 6-13=-227/553,-6-12=-191111-143,'7-12=-767/1320, 7-11=-3670/2202, 8-11==1296/2205," . 8-.10=-5556/3339 NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6-2'rows staggered at 0-9-0 oc. - . Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.. ...': Webs connected as follows: 2x4 - 1 row at 0.9-0oc. 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. PIy4o 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=1,60mph (3-second gust) Va6d=124mph; TCDL=4.2pg,, BCDL=5.0psf; h=15ft; B=45ft; L=41ft; eave=5ft; Cat.. II; Exp B;'Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed•; Lumber DOL=1.60 plate grip DOL=1.60 ' 5)"Provide adequate drainage to prevent water ponding. " 6) All plates are 4x5 MT20. unless otherwise.indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads: 8) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by.2-0-0 wide will fit between the bottom chord and any other members. ' 9) Refer to girder(s) for truss to truss connections. ' 10) Provide. me'chanical.connection (by others) of truss to bearing plate capable of withstanding 100 lb.uplift atjoint(s) except dt=lb) 1 0=1 941, 2=1.783. 11) 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,(e8) to " front face of bottom chord." 12) Fill all nail holes.where.hanger is in contact with lumber: . 13) "NAILED": indicates 3-10d (0.148"x3"), or 3-12d (0..148"x3.25") toe -nails per NDS guidlines. _ . AWARNING.. Vedly design parameters end READ NOTES ON THIS AND INCLUDEAMITEK REFERENCE PAGE M11.7473 rev.. 101032615BEFORE USE.. Design valid for use only with MTek® connectors. This design is based only upon parameters shown; and is for an individual building component, not '• a truss system. Before use, the building designer must verify the applicability of tlesign parameters and properly Incorporate this tlesign 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. MITe'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 oftmsses and truss systems, see - ANSIITPII Quality Criteria, DSS-Ssand BCSI Building Component. • 6904 Parke East Blvd. - Safety Information available.from Truss Plate Institute, 218 N: Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type. Qty... ply T11106246 504354.AMERON-BACCI C07 . HalfHip'Girder s p 1 2 Job Reference (optional) Tibbetts Lumber, 0.1-iu5rap[ io.zuir wn r en nruuauraa, a— r i y ..�. �+. y= ID:epSl7JH5WHAypgeXS8525Vz,lynS-HMFQ3Wz55EmgpagxAf7g8jRJEUw15.2Kf luBoGzHdf?. NOTES- 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 205.Ib'down and 255 lb up at- 7r0-0 on top chord. :The design/selection of such connection-device(s) is the responsibility of others..'. LOAD CASE(S). Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) . ' . Vert: 1-3=-54, 3-9=.-54, 2-10=-20 . ConcentratedLoads (lb) ' •' . Vert: 3=-156(F)16=-369(F) 12=-66(F) 7=-.109(F) 1:1=-66(F) 8=-109(F) 19=-109(F) 21=-109(F) 22= 109(F) 24=-:109(F) 25=•109(F) 26=-109(F) 27=-.909(F.) 28=-109(F),29=-109(17) 31=-109(F) 33=109(F) 34=-109(F) 35=-109(F) 36=-109(F) 37= 66(F)38=-66.(F) 39=-66(F),40==66fl 41=-66(F) 42=-66(F)'43=-66(F) 44=-66(F) 45=-66(F) 46=-66(F) 47=-66(F) 48==66(F) 49=-66(F) 50=-66(F) AWA"ING - verify design parameters and READ. NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 101032015 BEFORE USE.. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown; and is for an individual building component, not • ' a truss system. Before use, the building designer must 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 andlot 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 t re e del've erection and brecin of trusses and truss s stems see 1• C 't . DSB-89 d BCSI B 'Id' Co , s o 9 , ry, 9 Y . ANSIITPII Qua Ry ri era, an w mg omponen . 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N: Lee Street, Suite 312, Alexandria, /A 22314. Tampa, FL 36610' Job Truss Truss Type Qty Ply T11106247 504354-AMERON-BACCI CJ1 Comer Jack 12 1 Job Reference o tional Tibbetts Lumber, d d 1 . LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud . ' PLATES GRIP TCLL .20.0. Plate Grip DOL 1.25 TC 0.18.: Vert(LL) 0.00.. 7.. >999 240. MT20 .244/190 ... ' .. TCDL 7.0Lumber DOL 1.25 BC 0.03. Vert(TL) 0.00' 7 >999 180, BCLL' 0.0 Rep Stress Incr 'YES WB O:OD Horz(TL) 0.00 4; n/a, n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP 'Weight:'6lb FT=.20% LUMBER- 'BRACING-. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP'Nd.2 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.Stabiliier. Installation guide. REACTIONS. (lb/size), 3=-2/Mechanical, 2=166/0-8-0, 4=-15/Mechanical Max Horz 2=57(LC 12) '. Max Uplift' 3=-2(LC 1), 2=-128(LC 12), 4=-15(LC 1) ' Max Grav 3=14(LC 12), 2=166(LC 1),'4=31(LC.12) FORCES. (lb) -Max. Comp./Max. Ten, -All forces 250 (lb) or less except when shown: ,NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph;.T.CDL=4.2psf; BCDL=5.Ops ,,: h=15ft; B=45ft; L=24ft; eave=4ft; Cat... .. . . 11; Exp B; Encl., GCpi=0.18; MWFRS-(directional) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRSfor 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 five loads. 3) . This truss has been designed for a live load of 20.0psf on the bottom chord in' all areas where a rectangle 3-6-0 tall by-2-0-0 wide will fit between the bottom chard and any other members: 4) Refer to gieder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at'joint(s) 3, 4 except at=lb) 2=128. ©WARNING - Verify design parametn. 17 of READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. !0/032015 BEFORE USE. rr. • Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not - ' a truss system. Before use, the building designer must vedfy the applicability of design parameters and property Incorporate this design Into the overall - building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chordmembers only. Additional temporary and permanent bracing, MITek� Is always required for stability. and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the .. fabrication, storage, delivery; erection and bracing of trusses and truss systems, see . ANSIITPII Quality Criteria, DS13-89 and BCSI Building. Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312,Alexandria, .VA 22314. Tampa, FL 36610' r Job Truss .. q�, ply T.11106248 504354-AMERON-BACCI CJ2 �Tnuss.Type Corner Jack 1 1 Job Reference (optional) Tibbetts Lumber, - - - o. 1 1U J r pl w.cu I I IVII I - II IUu" ICJ, II IU. I I W 1vl y I I uo, lo.-eo cu I I ayo 0_8_0 ID:epS 17JH5WHAyDgeXS8525Vzl ynS-DIMBUC?MdrOt3ugKH491D8WpMlpPZ9Uy9LNHr9zHdkz. ._ 6.00 112 - .. :'tom. .•Scale=1:7.0. . 2 .... .. .... .. .... . ... d .... .. .... .. .... . ... .. .. .. .. .. Plate Offsets (X Y)— T1.0-0-6 0-1-81 LOADING (psf) SPACING-„ 2-0-0. CSI. DEFL. in (loc)' I/defl L/d PLATES GRIP TCLL ..20.0 Plate Grip.DOL 1.25 TC 0.01.: .. Vert(LL) .-0.00.. & . >999 240.: MT20 ...244/1190 TCDL 7.0 Lumber DOL 1.25 BC 0.01, Vert(TL) -0,00' 6 >999 180,.' BCLL 0.0 Rep:Stress Incr : ;YES WB'_ 0:00 Horz(TL) -0.00 ': 2_ n/a. '. Na BCDL10.0 Code FBC2014frP12007 a Matrix -MP' Weight..2lb FT=.20% LUMBER-'. BRACING- . TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied oe 0-8-0 oc pudins. BOT CHORD : 2x4 SP N0.2 : '- BOT'CHORD Rigid ceiling directly applied or 10-0-00c bracing. MiTek recommends that Stabilizers and required cross bracing' be in'stalled.during'truss erection, in accordance with.Stabiliser. Installation guide. REACTIONS. (lb/size)' 1=24/0-4-0; 2=1 6/Mechanical,3=9/Mechanical Max Horz 1=12(LC 12) ' Max Uplift' 2=A2(LC"12), 3=-2(LC 12) ; Max Graw:1=24(LC.1),.2=17(LC 17), 3=12(LG 3).. : .FORCES. ' (lb)-- Max. Comp./Max. Ten. - All forces 250 (lb) or less.except when, shown. NOTES- 1) Wind: ASCE 7-10; Vult=1:60mph (3-second gust) Vasd=124mph;.TCDL=4.2psf; BCDL=5.0psf;:h=15ft; B=45ft; L=24ft; eave=oft; Cat., . . II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS:fok reactions shown; Lumber DOL=1'.60 plate grip DOL=1:60 ' 2).This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live'loads, 3)' This truss.has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by2-0-0 wide will fit between the bottom chord and any other members: 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI Tangle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection'(by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 2, 3. ' A WARNING; Verify design parameters and READ, NOTES ON TNIS, AND INCLUDED of EK REFERENCE PAGE W-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MITek41 connectors._ This design Is based only upon parameters shown, 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 f brl ti t d I' oil d b ' It di s ste s see a ce on, s orage, a (very, ere on an racing o russes an rus sy m , . ANSIRP11 Quality Criteria, DSB-89 and SCSI Building Component... 6904 Parke East Blvd. "Safety Information avallable from Truss Plate Institute, 218 N: Lee Street, Suite 3,12,'Alexandda, VA 22314. Tampa, FL 366'10' Job Truss Truss Type .. .. Qty ... Ply T11106249 504354 AMERON-BACCF CJ3 Corner Jack 8 1 Job Reference (optional) Tibbetts Lumber, . Q. I I U b-PI IJ. LU If Ivn I en II luuau Iva, a IQ. Iu vl y I I w. I.— — I I I ID:epS17JH5WHAyDgeXS8525Vz1ynS-ixwZiX? 098kg2PWrogXmL3yPhewlck50?7rObzHdky. - .-1-4-0 3-0-0 . I I 1470 3-0-D .... . .. ..3 .' ...: .: : .. : .. : .. .. : : .. . .' .' 14 13_0_0 .... : .. : .. 300 I' LOADING.(psf) SPACING-2-0-0 CSI. DEFL. in .(loc) I/deft. L/d . PLATES GRIP TCLL . ' 20.0 Plate Grip DOL 1.25. TC 0.18 . Vert(LL) 0.01- 4-7 a999 240 . 'MT20 244/190 TCDL 7.0.. Lumber DOL . 1.25 BC 0.12.: .. Vert(TL) . -0A1 4-7 . >999. 1,80. BCLL 0.0 ' Rep Stress Incr YES Wf3 0.00.. Horz(TL) -9.00' 3 n/a n/a BCDL: 10.0 Code FBC2014/TPI2007 Matrix -MP: Weight::12.6 FT.=20% LUMBER. BRACING - TOP CHORD 2x4 SP.No.2 TOP.CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD :' 2x4 SP No.2' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that.Stabilizers and required cross bracing be installed during truss erection; in accordance with Stabilizer Installation guide. . REACTIONS., (lb/size) 3=60/Mechanical; 2=202/0=8-0; 4=30/Mechanical Max Horz 2=92(LC 12) Max Uplift 3=-39(LC 12), 2=-136(LC 12), 4=-24(LC 9) Max Grav 3=60(LC 1); 2=202(LC 1), 4=50(LC 3) FORCES. ;(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when; shown. NOTES- .1) Wind: ASCE.7-10; Vult=160mph (34econd gust) Vasd=124mph; TCDL=4.2psf;.BCDL=5.Opsf;, 0=15ft; B=45ft; L=24ft; eave=4ft; Cat. ' II; Exp B; Encl_ GCpi=0.18;.MWFRS (directional) and C-C Exterior(2) -.1-4-1.3. to 1-7-3, Interion(1) 1-7-3 to 2-.11-4 zone;. Cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown;.Luinber DOL=1.60 plate grip DOL=1.60 2) This tniss.has been designed for a 10.0 psf bottom.chord live load nonconcurrent with any other live loads. 3) • This truss,hes 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 100 lb uplift atjoint (s) 3, 4 except at=lb) 2=136. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10103/2015 BEFORE USE. Design yalld for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ' building design: Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and perinanent bracing, ` . MiTek" . e ' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication storage delivery erection and bracing of trusses and truss systems see ANSIRPII Quar Criteria DSB-89 and BCSI Buildin .Corn onent I Safe Information available from Truss Plate Institute, 218 N, Lee Street, Suite 3,12,'Alexandria, VA 22314. r 9 F 6904 a, FL 3661Safety .' Tampa, FL 36610' .y Job Truss Truss Type. Qty ... ply T.11106250 504354-AMERON-BACCI : CJ4 Corner Jack Job Reference (optional) d . . . .. . . . . . . . . . . . . . . . . . . . . : : ' 3x8 \\ ...: .. .. ... .. ...: .. ...: .. .... .. .. . . Plate Offsets (X Y)— I1:0-040-1-51 f1.0-3-2.Edgel LOADING (psf) SPACING-.. 2-0-0 CSt. DEFL. in (loc) Udefl L/d .. PLATES GRIP TCLL 20:0.. ... Plate Grip DOL 1.25 .. TC 0.06.: .. Vert(LL) 0.00.. 6. >999. 240. .. MT20 244/190 ...: . TCDL 7.0" -Lumber DOL 1.25 BC 0.09. Vert(TL). loo- 6 ?999 180. BOLL0.0 ' " Rep Stress Incr 'YES WB 0.60 ' Hoa(TL) -0.00 1 n/a n/a BCDL 10.0' Code FBC20.14/TPI2007 Matrix -MP 'Weight:11 lb FT=.20% LUMBER- BRACING-. TOP CHORD . 2x4 SP No. 2" TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins. BOT CHORD: 2x4 SP'Nd.2 BOT:CHORD Rigid Ceiling directly applied or 10-0-0 be bracing. WEDGE. MiTek recommends that Stabilizers and required cross bracing' ' Left: 2x4 SP No.2 be in'stalled.during truss erection, in accordance with.Stabiliier. Installation guide. REACTIONS. (lb/size) 2=55/Mechanical, 3=4 1 /Mechanical, 1=96/0-4-0 Max Horz 1=47(LC 12) Max Uplift' 2=-31(LC12), 3=-9(LC 12), 1=; 6(LC 12) Max Grav- 2=57(LC.17), 3=43(LC 1,7);:1=96(LC.1) : FORCES. (lb) = Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown: - NOTES- . 1) .Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=1.24mph; TCDL=4.2psf; BCDL=5.0psf;:h=15ft; B=45ft; L=24ft; eave=oft; Cat., , II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and -right exposed ;C-C for members and forces'& MWFRS for reactions shown; Lumber DOL=T.60 plate grip DOL=1:60 ' 2) This trdss.has been designed for a 10.0 psf bottom.chord live load nonconcurrent with any other li4e 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 &cler(s) for truss to truss connections. ' 5) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 'angle to grain formula. 'Building designer should verify" capacity of.bearing surface. 6) Provide mechanical connection.(by others) of truss to bearing plate capable of. withstanding ;100 lb uplift at joint(s) 2, 3, 1. - - AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MY-7473 rev. 10103g015.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, notmi , . 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. Addigonattemporaty and permanent bracing. _ _ 11 /'Tell' f t il' d t II - Ith 'bl I" drt d F a rat 'dancers ard'n the MY� 1 IC is always requiretl or s ab ityan to preven co apse w posse a persona mlury an grope y amage. or g ne gw g i g fabrication, storage, delivery; erection and bracing of trusses and truss systems, see . ANSIITPII Quality Criteria, DS9-89 and BCSI Building: Component..: 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 3.12,'Alexandda,.VA 22314. Tampa, FL 36610' Job Truss Truss Type . Qty ... ply T11106251 604354-AMERON-BACCI; CJ5. Corner Jack 8 1 Job Reference o tional Plate Offsets (X Y)— ' l2.0-0=8 Edgel LOADING (psf) SPACING 2-0-0. CSI. DEFL. in (loc)' I/deft Ud PLATES GRIP. TCLL .20.0, . Plate Grip.DOL. 1.25 T.G. 0.4.7.: .. Vert(LL) ..0.11.. 4-7 . >563. 240.: MT20 244/190 .. . TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) 0:08- 4-7 >716 180 BCLL 6.0 • '. Rep Stress Incr -YES WB 0:00 Horz(TL) -0.'00 3 : n/a 616 BCDL 10.0 Code FBC2014rrPI2007 Matrix -AS' Weight C18lb' FT=.20% LUMBER 'BRACING-. '. TOP CHORD 2x4 SP No.2' " TOP CHORD Structural wood sheathing directly applied. BOTCHORD : 2z4 SP'No.2 BOT:CHORD 'Rigid ceiling directly applied: MiTek recommends that Stabilizers and required. cross bracing be installed.during-truss erection, in accordance with .Stabilizer. Installationuide. REACTIONS. (lb/size) 3=115/Mechanical, 2=269/0-8-0', 4=57/Mechanical Max Horz 2=128(LC 12) : Max Uplift' 3=-78(LC 12), 2=-163(LC 12), 4=-42(LC 12); Max Grav 3=115(LC .1); 2=269(LC 1); 4=87(LC.3).: .. . ..... FORCES. (lb) - Max.'Comp:/Max. Ten: - All forces 250 (lb) or less except when shown: ' 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.. I .... .. 11; Exp B; Encl., GCpi=0,18; MWFRS (directional) and C-C Exterior(2)-1-4-13 to 1-7-3, Interior(1) 1-773 to 4-11-4 zone; cantilever left . and.righit:exposed ; porch left and'right exposed;C-C for members'and forces & MWFRS for.reaction's shown;'Lumber'DOL=1.60 plate grip' DO,L=1.60 . 2) This truss has been designed for a 10.0 psf bottom'chord jive load nonconcurrent with any other live loads:. ' 3) . This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide. will fit between the bottom chord and any other members. 4) Refer to girder(s) for' truss to truss connections. 5) Provide mechanical.condection. (by.othees) of truss to bearing plate capable.of withstanding 1001b uplift atjoint(s) 3,.4 except (jt=lb) .' 2=163: - 6) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and Y" gypsum sheetrock be applied directly to the bottom chord.. AWARNING - Verify design parameters and READ, NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03Q015-BEFORE USE.. , Design valid for use only with MiTek® connectors, This design is based only upon parametdrs shown, and is for an individual building component, not• a truss system. Before use, the building designer mustverify 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 chonl,niembers only. Additional tempomrY 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 . d 1' ct' db ' ft dt . tabncab on, . storage, a Ivery, ere ion an racing o russes an russ systems, see . . ANSVTPI1 Quality Criteria, DSB-89.and BCSI Budding Component. - 6904 Parke East Blvd 'Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Tampa, FL 36610' Job Truss ...: .. Truss Type .: Qty. ... Ply .... . T11106252 504354-AMERON-BACCI' . CJ11 ComerJacR 2'' : 1 Job Reference (optional) I LOADING .(psf) SPACING-' 2-0-0 CSI. DEFL. in'. (loc) I/deft. Ud PLATES GRIP - TCLL 20.0Plate Grip DOL 1.25 ITC 0:18 . Vert(LL) 0.0.0 7 >999 240 . MT_ 20 244/190 TCDL 7,0 ... Lumber DOL . 1.25 .. BC 0,03, 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 Cade FBC20'14/TPI2007 Matriic-IVIP. :Weight:.6lb . FT.='20% ' LUMBER- BRACING- .. TOP CHORD 2x4 SP.No.2 'TOP CHORD Structural wood sheathing directly, applied'or 1-0-0 oc purlins.. BOT CHORD " 2x4 SP No:2' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. " MiTek recommends that Stabilizers and required cross bracing . be installed during truss erection; in accordance with Stabilizer' Installation uide. REACTIONS. (lb/size) . 3=-3/Mechanical, 2=166/0-8.0; 4=-14/Mechanical Max Horz 2=57(LC 12) Max Uplift 3=-3(LC 1), 2=.-119(LC 12), 4=-14(LC 1) Max Grav- 3=11(LC 12); 2=166(LC 1), 4=25(LC 12) FORCES. ;(Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160moh (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; esve=4ft; Cat. II; Exp B; End.,, GCpi=0.18;. MWFRS (directional) and C-C Exterior(2) zone;.cantilever left, and. right exposed ;C-C for,mem bars and . • forces & MWFRS for reactions shown;. Lumber DOL=1.60 plate grip DOL=1.60 . . 2) This truss has been designed fora 16.0 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) Bearing at joint(s) 2 considers parallel to grain value using ANSIf'rPI 1 angle to grain formula. :Building designer should verify ' Capacity of bearing surface: 6)' Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100, Ib uplift at-joint(s) 3, 4, except at=lb). 2=119: - AwARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 101032015.BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • ' a truss system. Before use, the building designer must 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 chom•members only. Addltlonal temporary and permanent bracing. WOW. Is always required for stability. and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the _ fabrication; storage, delivery; erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria DSB-99 and BCSI Building Component a90 P rk E Blvd Safety Information available from Truss Plate Instule, 218 N. Lee Street, Salte 312, Alexandria,.VA 22314. 6 4 a e ast . Tampa, FL 36610 Job Truss Truss Type .. Qty. p ly T.11106253 504354-AMERON-BACCt CJ12 : Comer Jack 4 y 1 Job Reference o tional LOADING (psf) SPACING-' 2-0-0 CSI. DEFL. 'in .(Ioc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25. TC . 0:18 .Vert(LL) -0.00 5 >999 240 . MT20' . 244/190 TCDL 7.0.. Lumber DOL .. . 1.25 .. BC 0.20 .. Vert(TL)-0.00.. 5.. >999. 180.: . . BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 ..'n/a n/a BCDL: 10.0 Code FBC2014frPj2007 Matrix -MP: Weight::6lti ' FT. ='20% LUMBER- BRACING - TOP CHORD 2x4 SP,No.2 TOP,CHORD Structural wood sheathing directly applied'or 1-0=0 oc purlins, ' BOT CHORD : 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing . c th be installed during truss erection; in a cardance wi Stabilizer 'Installation guide. REACTIONS. (lb/size) 3=-83/Mechanical, 2=360/0-4-0, 4=; 128/Mechanical . Max Horz 2=57(LC 12) Max Uplift 3=-83(LC 1), 2=-307(LC 12), 4=-128(LC 1) Max Grav 3=80(LC 12); 2=360(LC 1); 4=118(LC 12) FORCES: (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown: 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; Ex B Encl.,. GC t-0 18 MWFRS (directional) and C-C Exterjor(2) zone; canEilever left_ andright exposed'; porch left andright .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 100 lb uplift at joint(s) 3 except et=lb) 2=307, 4=128.. AWARNING - VeiNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 101032015 BEFORE USE.. ' Design valid for use onlywith MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system: Before use, the building designer must verifythe applicability of design parametersand property incorporate this design into the overall. building design: Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek� . is always required for stability, and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabdragon; storage, delivery; erection and bracing oftrusse; and .. systems, see . ANSlrrPll Quality Criteria, DSB-80 and SCSI Building: Component..: : 6904 Parke East Blvd. . . Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria,.VA 22314. 7artipa, FL 36610 Job Truss Truss Type Oty.. Ply T11106254 504354-AMERON-13ACCI CJ13 Comer Jack 1 1 Job Reference o tional Tibbetts Lumber, J O.I I -"PI IJ,L Ir IYII I wK 11 k—u—, "- IIIV Iw y I I UO.IV._-, - %. 1 ' I D: epS 17JH5 W HAyD geXSB525Vz1 ynS-D IM BUC?MdrOt3ugKH49ID,8WpKlpKZ9Uy9LN Hr9zHdkz. 1-0-0 - .. .. 1-0-0 ... ;I .... .. .: .. .. .' Scale =1:7.0 . m . ' d 3x4 .. LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl. L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 . Vert(ILL) -0.00 ' . 6 >999 240 . MT20' . 244/190 TCDL 7.0 Lumber DOL . 1.25 _ BC 0.02, . , Vert(TL) -0.00 6 _ >999 180_ BCLL 0.0 '' Rep Stress Incr" YES WB0.00 Horz(TL) -0.60 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP : Weighti.3 lb : FT='20°/0 LUMBER- BRACING - TOP CHORD 2x4 SP,No.2 TOP CHORD. Structural wood sheathing directly applied or 1-0-0 oc purlins.. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. .... . .... .. MiTek recommends that Stabilizers and required cross bracing be installed durihg.truss erection, in accordance with Stabilizer' ' Installation guid a. REACTIONS. (lb/size) 1=3710-8-0, 2=21/Mechanical, 3=15/Mechahical Max Horz 1=18(L612) Max Uplift 1=-1(LC 12), 2=113(LC 12),'3=4(LC 12) '. Max Grav 1=37(LC 1), 2=22(LC 17),.3=17(LC 3) ' FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown: NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF;.BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; EncL,,GCpi=0.1 t3;,MWFR$ (directional) and C-C Exterior(2) zone;.gantilever 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 bee u'des igned for a 10.0 psf bottom chord live load nonconcurrent with any other Iive'loads.' 3) - This truss has been designed fora live load of 26.Opsf on the bottom Chord in 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) Bearing atjoint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface: 6), Provide. mechanical.connection (by.others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3.: e WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.. 101032015 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is foran Individual builing component, riot• a truss system: Before use, the building designer must verify the applicability of design parameters and properly incorporate this tlesign 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 MITeR•. Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIRP11 Quality Criteria DSB-99 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 38610 Job Truss Truss Type CIty Ply T11106255 504354-AMERON-BACCI CJ31 Comer Jack 3 1 Job Reference (optional) Tibbetts Lumber, 0.11u s Apr 1 S.LU I I Nrn eK'rnuusines, Inu. i nu may i i uo: lu:9tl zu r r rayu i ID:epS17JH5WHAyDgeXS8525VzlynS4xwZiX7_098kg2PWrogXmL3yPh8ZIck50?7rObzHdky. -14-0 3-0_0... 1-4-0 .. .... 3-0-0 . ... .. .... .. .. .. ... . Sdeie=1:12.e' .. .3 " 1. .. ...: : 3.00 F12 LOADING (psf) SPACING 2-0-0 CSI. DEFL. in (too) Wei Ud PLATES GRIP ' TCLL 20.0 Plate Grip DOL 1.25, TC 0:18 Vert(LL) ' -0:00' 4-7 >999 240 MT20 244 190 TCDL 7.0 Lumber DOL . 1.25 .. BC 0.08.. Vert(TL)70.01.. 4-7 . >999. 180.: .. BCLL 0.0 Rep Stress Incr YES WB 0.06. HDrz(TL) 0.003 n/a n/a. BCDL 10.0 Code FBC2014/rP12607 Matrix -MP Weight 12 115 FT = 2M/o LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing. be installed during truss erection; in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=61/Mechanical, 2=202/0-8-0, 4=36/Mechanical Max Horz 2=92(LC 12) Max Uplift 3=-35(LC 12); 2=93(1_13 12) Max Grav 3=64(LC 17); 2=202(1_13 1); 4=50(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.' NOTES- 1) Wind: ASCE 7-10; VuIh160mph (3-second gust) Vasd=124mph; TCDL=4.2psf;.BCDL=5.0psf; h=15f; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp 5; Encl., GCpi=0,1.8; MWFRS (directional) and C-C Exterior(2)71-4-1.3,to;1-7-3, Interior(1) 1-7-3 to 2-11-4 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 fora live load of 20.0psf on•the bottom chord in all areas where a rectangle 3-6-0 tall by2-0-O'wide. will fit between the bottom chord. and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s)• 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula.:Building designer should verify capacity'of bearing surface., 6) Provide. mechanical.connection.(by others) of truss to bearing plate capable of withstanding 100.lb uplift at joint(s) 3, 2. ' AwARN/NG - Vedry design parameters and READ NOTES ON THIS AND INCLUDED,MITEK REFERENCE PAGE Mg-7473 rev. 191031L015 BEFORE USE. Design valid for use only with MTek® connectors.. This design is based only upon parameters shown, and is for an individual building component, not a buss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design: Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing. 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 andbracing oftrusses and truss systems, see . . ANSVTPl1 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. Tempa, FL 36610 Job Truss Truss Type. Qty Ply 504354-AMERON-BAGCI CJ32 Comer Jack 3 1 Job Reference(optional). Tibbetts Lumber, T11106256 tin 1U 5 Apr RYZuI / IVII I eK ID:epS17JH5WHAyDgeXS8525Vzl ynS-A71 3-0-0 ' 1-4-0 - 3-0-0 . 4 . 1 zxa = xsNA r 3_0_0...: .. .. .. Plate Offsets (X Y)— '12.0-4-0 0-0-41 f2.0-1-4 0-9-111 ' LOADING (psf) SPACING-,. 2-0-0 CSI. DEFL. in (loc) I/deft L/d • . ' PLATES GRIP- TCLL 20.0 Plate Grip DOL 1.25 - TC 0.18 Vert(LL) -0.00 5 - >999 240 - MT20- 244/190 TCDL 7.0 -Lumber DOL 1.25 BC 0.18, Vert(TL) -0.00' 4-9 >999 186 BCLL 0.0 Rep Stress Incr, YES WB 6)6o Horz(TL) 0.00 3: n/a. n/a BCDL 10.0 Code FBC201,4/rP12007 Matrix -MP Weight: 13 lb : FT =.20% LUMBER- BRACING - TOP CHORD 2x4 SP No..2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD' 2x4 SP No.2 BOT.CHORD Rigid ceiling directly applied or 10-0-0 oc bracing: ' WEDGE'. MiTek recommends that Stabilizers and required cross bracing Left: 2x4 SP No.2 be installed. during truss erection, in accordance with Stabilizer. Installation ujde. REACTIONS. (lb/size)" 3=37/Mechanical, 2=244/0-4-0, 4=12/Mechanical Mai Horz 2=92(LC 12) Max Uplift' 3=-24(LC 9), 2=-164(LC 12); 4==19(LC'9) . Max Grav 3=37(LC 1),.2=244(LC 1), 4=36(LC3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less :except when 'shown: NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf;:h=15ft; B=45ft;,L=24ft; eave=Aft; Cat. 11; Exp B; Encl., GCpi=0,18; MWFRS (directional) and C-C Exterior(2)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 2-11-4 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.' 6) Provide mechanical • connection (by others) of truss to bearing plate capable.of withstanding •1001b uplift at'joint(s) 3, 4 except at=lb). 2=164: ©WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 101032015 BEFORE USE. . Design valid for use only with MTek® connectors, This design is based only upon parameters shown; and is for an Individual building component, not• a truss system. Before use, the building designer must verify, the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord,members only. Additional temporary' and permanent bracing,- MITeK• is always required for stability and to prevent with possible personal injury and property damage. For general guidance regarding the - . fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see - ANSMII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available.from Truss Plate Institute, 218 N. Lee Street, Su Be 312, Alexandria, VA 22314. Tampa, FL 36610' yr r Job Truss Truss Type Ply �Qty T11106257 504354-AMERON-BACCI - CJ33 Comer Jack 1 1 Job Reference (optional) Tibbetts Lumber, - 0.1-IUSMpi rJzuIt IvllruKaiuuburoJ, 111" Hlu"y i i uo.kil os a 1I.W. , ID:epS17JH5WHAyDgeXS6525VzlynS-eM6D1 EwmORwLZvyDj?rmBlvVp?mWDOsJc;SU7HdW . .-1-4-0 f - 3-0-0 .. 1-4-0 .. .. 3-0-0 .. .. .. .. .... - "scale=1:12.6.. . . .. :3 1-0-0: 21 1A0-0 _. . Plate Offsets (X Y)— 12.0-1-4 Edgel 12'o-0-6 1-0-51 LOADING (psf)SPACING- 2-0-0. CSI. DEFL. in (loc) I/deft Ud .. PLATES GRIP TCLL 20.0 Plate Grip-DOL. 1.25 TC 0.18 Vert(LL) .0.01.. 5 . >999. 240. MT20 244/190 ... TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.01' 5 >999 180 BCLL' 0.0 Rep. Stress Incr.YES WB . 000 Horz(TL) 0.00 _ 3 n/a. n)a BCDL 10.0• Code FBC20.14/TPI2007 Matrix -MP'• .'Weight 14lb' FT=.20% LUMBER- . 'BRACING-. '. TOP CHORD 2x4 SP No2' TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT:CHORD : Rigid Ceiling directly applied or 10-0-0 "oc bracing: WEDGE, MiTek recommends that Stabilizers and required cross bracing ' ' Left: 2x6 SP No.2' be installed, during truss erection, in accordance with Stabilizer. Installation guide. REACTIONS. (lb/size) 3=5/Mechanical, 4=18/Mechanical, 2=307/0-4-0 Max Horz 2=92(LC 12) " Max Uplift 3=13(LC9);'4=-18(LC 1); 2=149(1_C 12) Max Grav 3=11(LC.10); 4=30(LC 12),:2=307(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less.excepf when shown. NOTES- 1) Wind: ASCE 7-10; Vult=1.60mph (3-second gust) Vasd=124mph;.TCDL=4.2psf; BCDL=5.0psf;:h=15ft; B=45ft; L=24ft; eav&4ft; Cat... . ll; Exp B; Encl., GCpi=0,18; MWFRS (directional) and C-C Exterior(2)-1-4-13 to 1-5-8, Interior(1) 1-578 to 2A 1-4 zone; cantilever left and right exposed ;C-C for members' and forces & MWFRS for'reactions'shown,' Lumber DOL=1.60 plate gi1p'DOL=1.60' 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by-2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at'joint(s) 3, 4 except'Qt=lb) 2=149. AwAwNG - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown; and is for an Individual building component, not �• . a truss system. Before use, the building designer must verify the applicability of design parametersand 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. MITe'k• - is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ' fabrication, storage, delivery, erection and.bracing of trusses and truss systems, see . . ANSIITPII Quality Criteria, DSB-89.and SCSI Building Component _ 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N: Lee Street, Suite 312, Alexandria, -VA 22314. Tampa, FL 36610' Job Truss Truss Type Qty- - ply T11106258 504354AMERON-BACCI D01 Common Girder 1 i� L .Job Reference o tional Tibbetts Lumber, 6.11D s Apr is.zui t mi i eK mausrnes, mc. i nu may 1 i uts:lu:oa zui t rage i ID:epS17JH5WHAyDgeXS8525VzlynS-aiA4Xv2USNf99fiH4dITwBEZSJLoEBehJd52XNzHdku. -1-4-0 3-10-0 , 7-1-8 , 10-BA I 14-2-8 . i 1711 '.21-4-0 , 22-M i. 1' 3-.10-0. 3-3-8 . 3-6-8 .. 3-6-8 . .. ..3-3-8- � ,..3-10-0 .... .'._ 1-4-0..: .. .... . 46 I I Scale =1:41.4' 5 d1 5x14 3x12 11 1.1 f111 , \5x6.Q .: 6 .. ... .. .: ...: .. : nLl .. 13 19 .1220 .' .. :21 .. 11...22 ..2324 10': .THD26 THD26 .. THD26.. .. . "7x8 = 10x12 MT20HS = 7x8 = 3x12 11 THD26 TH626-2 THD26 THD26 . THD26 10-0-0 . . 3-6-8 3-6-8 4-121. r13:0-3-8.0-1-12 .LOADING (psf) SPACING-. 2-0-0 CSI.. DEFL. . in (loc) I/deft . Lid PLATES GRIP - TCLL 20:0 Plate Grip COL. 1.26 TC 0.50.: Vert ( ) ..0.21- 12-13. >999 240. LL MT20 244/190 TCDL 7.0 Lumber DOL 1.25 . BC 0.76 Vert(TL), -0.44 11-12 >581 180 MT20HS 187/143 BCLL 0.0 Rep. Stress Incr NO WB : 0:97 Hoiz(TL) 0.14 8 ri/a ': -Na BCDL 10.0. Code FBC2014/rP12007 Matrix -MS Weight;'274•Ib FT=.20% LUMBER- 'BRACING-, TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc pudins. BOT CHORD 2x6 SP'DSS BOT CHORD Rigid ceiling directly applied or 8-11-5 oc bracing: "WEBS 2x4.SP,No.2: WEDGE' Left: 2x4'SP No.$, Right: 2x4'SP No:3 - REACTIONS. (lb/size) 2=6043/0=8-0,,8=7859/0-8-0, Max Horz 2=151(LC 24)' Max Uplift 2=-2323(1_C 8), 8=-2433(LC 8) FORCES. (lb),- Max..Comp./Max. Ten. - All forces 250 (lb) or less except when show' TOP CHORD 2-3=-12967/4929,34=-12879/4947;4-5=-9888/3412,'5-6=-9890/3413,6-7=-13034/4162, 7-8=-16005/4889 BOT CHORD - 2-14=-4321/11571, 13-14=-4321/11571, 12=13=4284/11494, 11-12=-3582/11635, ' ' 10-11==4294/14313, 8=10=-4294/14313 ' ' WEBS 5-12=-292718552, 6-12=-3956/1029; 6-11=-97.1/4028, 7-11=-3082/820, 7-1.0=-644/2652, 4-12=-3758/2019, 4-13=-2021/3828, 3-13--301/174 NOTES- 1) 2-ply truss to be connected together with 10d (0.13Vx3") 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 077-0 oc. Webs connected as'follows: 2x4 -'I row at 0-9-0 oc, Except member4-13 2x4 -1 row at 0-4-0 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. Piy 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; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18;.MWFRS (directional); cantilever left and right exposed.; Lumber DOL=1.60 plate grip DOL=1.60 plates' 5) All plates are MT20 unless otherwise indicated. 6) This truss has been designed far a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-670 tall by.2-0=t) wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to.bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=2323, 8=2433. 9) Use USP THD26-2 (With 16d nails into Girder.& 10d nails into Truss) or equivalent at 7-1; B from the left end to connect truss(es) to back face of bottom chord. 10) Use USP THD26 nth 16d nails into Girder & NA9D nails into Truss) or equivalent spaced at 2-0-0 oc max.. starting at9-0-12 from' the left end to 19-0-12 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is.in-contact with lumber. e WARNING - Veiify design parameters and READ NOTES ON THIS AND INCLUDED mirEK REFERENCE PAGE MIf-mn rev. 1 olwag15.DEFORE USE. Design valid for use only withMiTek® connectors. This design Is based only upon parameters shown, 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 ddsigri 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 col6pse with possible personal Injury and property damage. For general guidance regarding the . ' fabrication; storage, deliver erection and_bracing oftrusses and tivss systems, see . ANSIfTPl1 Quality Criteria, DSBe89 end SCSI Building:Component, .. .. : 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 3.12, Alexandria, VA 22314. Tampa, FL 36610- Job Truss Truss Type. Qty Ply T11106258 504354-AMERON-BACCI' D01. Common:Girder 2Job Reference o tional . Tibbetts Lumber, ' 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu'May 11 08*16:53 2017 'Page 2 ID:epS17JH5WHAyDgeXS8525Vzl ynS-aiA4Xv2USNf99fiH4dITW BEZSJLoEBehJd52XNzHdKU LOAD CASE(S) Standard 1) Dead +'Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert:'l-5=-54, 5-9-54, 2-8=720 . Concentrated Loads (lb) Vert: '13=-3231(B)19=-1469(B)20=-149O(B)21=-147O(B)22=-1469(B)23=-1471(B)24=-1571(B) ., AWARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M I.7473 rev. 10/032015 BEFORE USE. _ r• . Design valid for use only with M7ek® connectors. This design is based only upon parameters shown; and is for an individual building component, not • a truss system. Bafore 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 andl& chord.members only. Additional temporary and perinanent bracing, pA'Tel�' Is always required for stability and to prevent collapse 'with possible personal Injury and property damage. Forgeneral guidance regarding the - 1 RR fabrication storage delive erection and bracing of trusses and truss systems see ANSIffPl1 Q lit C n 't t D5B-89 d SCSI B "Id' Co rY, up y. at a, an m mg emponen . _ 6904 Parke Ea Blvd. - Safety Information available from Truss Plate Institute, 218 N: Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 3661 B . Job Truss Type ,.: Ply T11106259 504354-AMERON-BACCI Puss 02 Common �Qty Job Reference. optional) Tibbetts Lumber,' - p.l l D S, Apr l j, zul / MI I eK Industries, mc. I nu May -i -I ucl; I om. 4u 11 -raye I ID:epS17JH5WHAyDgeXS8525VzlynS-2vkSIF37DhnOnpHUeLGiTPmol imBysBgYHgc3pzHdkt . -1-4-0 . 5-7-4 10-8-0 •15-8-12 21-4-0 '22-8-0 1-4-0 .. . - . 5.7-4 . .. _ - 5-0-12 .: 5-0-12 .. .. ... .. 5-7-4. : . 7,4,0. -.Scale 1:38.9'.• .. 4x5 =. - . 4 - d11 3x4' _ 5x6 = . 3x4 = 3x4 =. 7-5-6 - . 13-10-10 21-4-0 .. .. .. . 7-5-6 6-54 _ _ 7-5-6 . Plate Offsets (X Y)- 12.0-2-0 Edgel 16.0-2-0 Edgel 18.0-3-0 0-3-01 LOADING (psf) SPACING-. 2-0-.0 CSI.. 'DEFL:. in (loc) "Vdefl L/d 'PLATES GRIP, TCLL 200 _ Plate Grip.DOL 1.25 TC 0.25 Vert(LL) -0.05 8-16 >099 240. MT20 244.1190 .TCDL 7.0 Lumber DOL. 1.25 BC 0.43 Vert(TL) -0.14 8-15 >999 180 • BCLL 0.0 Rep. Stress Incr YES WB 0A 1 Horz(TL) ' 0:04 6 n/a n7a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS'. Weight:99lb. 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=865/0-8-0, 6=865/0-8-0. Max Horz 2=-151(LC 10) Max Uplift 2=-257(LC 12); 6=-257(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1286/569, 34= 1130/557, 4-5=-1130/557, 5-6=-1286/569 BOT CHORD 2-9=-377/1098, 8-9=-1791748, 6-8=-408/1098 WEBS 4-8=-166/415, 5-.B=-270/254; 4-9=-166/414„3-9==269/254 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=4.20sf; BCDL=5.Opsf; h=15ft; B=45ft; L=241t; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.19;'MWFRS (directional) and C-C Exterior(2).-1-4-13 to 14-3, Interior(1).1-7-3 to 10-8-0, Exterior(2).10-8-0 to.13-8-0 zone;'cantilever left and right exposed;C-C for members and.forces & MWFRS for reactions shown; LumberDOL=1.60 . plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf.bottom chord.live load nonconcurrent with any other live loads. 4), * This truss has been designed for a live load of 20.Opsf on.the,bottom chord in all areas where a rectangle 3-6-0 tall,by 2-0=0 wide . will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at --lb) 2=257,6=257.. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord -and ''V" gypsum sheetrock be applied directly to the bottom chord. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015:BEFORE USE. Design valid for use only with MiTek® connectara. This design is based only upon parameters shown, and is for an intl(vidaal building comp6nen4 not• - a truss system: Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design." Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITek* , Is always required for stability. and to prevent collapse with possible personal Injury and property damage. For general 9uidanco regarding the .. fabrication storage delivery' erection and bracing of trusses and truss systems, see ANSIRP11 Quality Criteria DSB-89 and SCSI Building Component 6904 Park Ea t Blvd .Safety' Information available from Truss 'Plate Institute, 218 N. Lee Street, Suite 312, Alexandda,.VA 22314. : : , • Tampa, FL 36610 r Job Truss Truss Type. Qty•, Ply T11106260 LbReference(optional) 504354-AMERON-BACCI ' . D03 Hip Tibbetts Lumber,miius-Apr ia,zu -II ivuiexinuusines, inu. inumay i i uo.io.00cuu raye i ID:epS17JH5WHAyDgeXS8525Vz1ynS-W51gyb41z?vtOzsgB2nx7cJyE628hJ0_mxa9bFzHdks. r-1-4-0' i fi 5-4 9-0-0 ' 12-4-0 -. '.14-10-12 21.4-0 - ,' 22-M ' 1-4-0 6-5-0 . 2-6-12 - 3-4-0 . .. .... 2-612 .... .. .. .. 6-5-4 .. .. .. ' 1-4-0 . ' .. . Scale - 1:39.5' 4x5 = 48 _ .: . 4 .. 5 .. .. .. .. .: .. .... .. ... �1 40 900 LOADING (psi) SPACING- 2-0-0 CSI.. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL . 1.25 .. ... TC 0.29.: Vert(LL) ..0.12. 10-13, . >999. 240.: 1&20 244/190 .. ' TCDL 7'.0 Lumber DOL 1.25 BC 0.64 Vert(TL), -0.32 10-13 ?810 180,. ' BCLL 0.6 Rep Stress Incr ' YES WB 0:08 Horz(TL) 0.04 7; n/a n/a BCDL' 10.0 Code FBC20.14frP12007 Matrix -AS Weight:103lb 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.NO2 MITek recommends that Stabilizers and required cross bracing 'be installed during'truss erection, in accordance with Stabiliser. Installation guide. REACTIONS. (lb/size) 2=865/0-8-0, 7=86510-8-0 Max Horz 2=130(LC 11) Max Uplift 2=257(LC 12), 7=-257(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when. shown. TOP CHORD ' 2-3=1192/631,3-0=991/573, 4-5=-8521542, 5-6 999/579, 6-7= 1193/630 BOT CHORD 2-10=424/1002, 9-10=-270/849, 7-9=-444/1003 WEBS 3-10=-254/274, 4-10=-135/295, 5-9=-156/308, 6-9=-254/272' .... .. ... .. .NOTES- 1) Unbalanced roof live loads have been considered for this design: 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDLs4.20sf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.. . . . 11; Exp B; End, GCpi=0.1.6;' MWFRS (directional)C and -C Exterior(2) -1-4-13 to 1-7-3, Interior(1) 1-773 to.9-0-0, Exterior(2) 9-0-0 to 12-4-0, Interior(1) 16-6-15 to 22-8-13 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 one in ' ). q. 9 P P 9� . 4) This truss has been designed fare 10.0 psf bottom chord live.load nonconcurrent with any. other live.loads.: 5) "This truss has been designed for a live load of 20.0psf on the bottom.chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide: Will fit between the bottom chord and any other members. ' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=257,-7=257 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to. the top chord and Y2" gypsum sheetrock be applied directly to the bottom chord. AWARNING - Vedly design parameters end READ NOTES ON TNIS, AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not - �• a truss system. Before use, the building designer must verity the applicability of design parameters and property inoorpoi ite this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord.members only. Additional, temporary and permanent bracing, MITek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . fabrication storage delivery erection and bracing of trusses and truss systems see ANSiITP11 Quarty r Criteria DSB-89 and BCSI BuiiIdn Com onent , 9 p . 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312,'Alexandda,.VA 22314. Tampa, FL 36610- Job Truss Truss Type Qty Ply T11106261 TJ.b 504354AMERON-BACCI : D04 Hip Girder 1 ference (optional) Tibbetts Lumber, u.1'I u s Apr 9s.zu'i / mi I eK maustries, ma: I nu may l l ua: ttxoa Gu i I 'rage -i ID:epS17JH5WHAyDgeXS8525VzlynS_HrCAx5Nk11kO6RsImlAYgs?7WQ?QkN7?bJjBhzHdkr. -1-4-0 7-0-0 - 10-8-0 14.4-0 - - 21-4-0 • 22-8-0 .. 1-4-11 .. 7-0-0 3-8-0 . .. 3-8-0. .... .. .... . 7-0-0 Scale = 1:39.5-• I Special NAILED .Special. - 4x5 = .. .. .. .. .. NAILED 3x4= NAILED- 45,= 3 ' '47 1A A 19 20 5 • 3x4— NAILED NAILED 5x6:WB= 3x4' 3x6 - — NAILED'. .. .. . - Special Special i 7 0 6 . 14-4-0 21 4-0 .... . 7-0-0 7-4-0 7-0-0 . LOADING (pso SPACING- 2-6-0 CSI. DEFL. 'in .(loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0:79 . Vert(LL) 0.33 8-10 >782 240 MT20' . 2441190 TCDL 7.0 Lumber DOL 1.25 . BC 0.54.: .. Vert(TL) rO.44• . 8-10.. >585. 180. BCLL 0.0 Rep Stress Incr NO ' WB 0.20 Horz(fL) 0.08 6 -'n/a n/a . BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS: .Weight::96lb. FT.='20% LUMBER- BRACING - TOP CHORD 2x4 SP,No.2 TOP.CHORD Structural wood sheathing directly applied or 1-7-8 oc puffins. BOT CHORD' 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-11-12 oc bracing.': WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4-SP.No.2 be installed during.truss erection; in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1655/0-8-0, 6=1653/0-8-0 Max Horz 2=-105(LC 6) Max Uplift 2=-890(LC 8); 6=888(1_C 8); FORCES., (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. TOP. CHORD 2-8=-2963/1699, 3-4=-2601/1577, 4-5=-2597/1573, 5-6=-'2958/1694 . BOT CHORD 2-1o=-1405/2566, 8-10=-1565)2824, 6-8=-1387/2563 WEBS 3-10=-482/881, 4-10=-375/231; 4-8=-381/238, 5-8=-480/879 NOTES- 1) Unbalanced roof live loads.have been considered for this design:. 2) Wind:'ASCE 7-10;Vult=160mp1 (3-second gust) V6sd=124mph; TCDL=4.2psf; BCDL=5:0psf; h=15ft; B=45ft; L=24ft; e6ve=4ft; Cat: ll; Exp B; Encl., GCpi=0.18;.MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60'plate gdp.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 members. 6), Provide mechanical connection, (by.others) of truss to bearing plate capable of withstanding 100 lb uplift at-joint(s) exceptGt=lb) 2=890, 6=888. 7) "NAILED" indicates 3-1Od (0.148"4"):or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 205 lb down and 252 lb up at 7-0-0, and 205 lb down and 252 lb up at 14-4-0 on top chord, and 369 lb down and 284 lb up at 7=0-0, and 369 lb down and 284 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is -the responsibility of others. 9) In the LOAD CASE(S) section', loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S). Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54; 5-7=-54, 11-14=-20 Concentrated Loads (lb) . Vert: 3=-158(F) 5=-158(F) 9=66(F) 10-369(17) 4=-109(F) 8=-369(F) 18=A09(F) 19=-109(F) 21=-66(F) 22=766(F) Q WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 101032015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not•. a truss system. Before use, the building designer must 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 MlTeky . Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the - fabrication; storage delivery' erection and bracing of trusses and truss systems see ANSIRP11 Quality Criteria DSB-89 and BCSI Buildin Com onent Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312,AlexanP a Alexandria, VA 22314. g_ _ 8904 Prke a Est Blvd; . Tampa, FL 36610 Job Truss Truss Type. T11106262 504354-AMEROWBACCI' E01 _ Hip Girder �Qty, 1 fly Job Reference o tional Tibbetts Lumber, a.11u s p,prRf zui t mn eK industries, inc. i nu may 11 u0:lo:O/ zul l rage l ID:epS17JH5WHAyDggXS8525VzlynSTUPaNH5?Vc9beGO2JTpP51ODFwfA96e.GEF3Gg8zHdkq i -1-4-0 6=1-8 - i 9-9+0 13-0-8 19-5-0 1-4-0 .. . 6-1-6 .. .. 3-7_8 - .3-7-6 - .. .. . 6.0-8 .. .. .. ' ... . . . Scale = 1:35.3 . . 5x6 = .. . ' 3.. 6.00 12 _ . 4xi3 - .. y� 2 d1 3.00 12 Us = 5x6 = 4 16 5 .. - 7-0-0 i 9-9-0 12-6-0 i 19-5-0 . . r . . .. - 7-0-0: - 2-9-0 + 2_9-0 6-11-0 .. . Plate Offsets (X Y)— I2'0-8=6 0-0-01 13.0-3-0 0-2-01 f5:0-3-0 0-2-01 f6:0-0-14.0-0-101.17:0-3-4 0=6-41 19:04-12 0-6-121 LOADING (pso SPACING 2-0-0 CSI. • DEFL. in (loc)' I/deft vd -.. PLATES GRIP - TCLL .20.0 Plate Grip.DOL. . 1.25 TC 0.64, Vert(LL)-0.27.. 8 >859. 240.. .. MT20 244/190 ..: . . TCDL 7.0 Lumber DOL 1.25 BC 0.96. Vert(TL). -0.618 >383 180 BCLL 0.0 Rep Stress lncr NO WB' 0:52 Horz(rL) 0.35 _ 6. n/a- n)a BCDL' 10.0 Code FBC2014/TPI2007 Matrix -MS' Weight: 326 lb FT = 20% LUMBER 'BRACING-. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-15 oc pudins. BOT CHORD . 2x8 SP'No.2 "Except" BOT.CHORD : Rigid ceiling dii'ectly'applied or 10-0-0 oo bracing: 6-7:2x8 SP DSS. WEBS 2x4 SP-No.2 REACTIONS. (Ib/size) 6=5194/0-7-0, 2=3487/0-8-0 Max Horz 2=90(LC 24) Max Uplift 6=-1500(LC 8); 2=1160(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less exceptwhen shown. TOP CHORD 2-3=-12413/3664, 3-4=-14435/4280, 4-5, 15669/4511, 5-6=13463/3863 . BOT CHORD 2-9=-3253/11305, 8-9=-4651/16562, 7-8=-4651/16562; 6-7=3503/12580 WEBS 3-9=-182816378, 4-9=-2494/629, 4-7=-11121330, 5-7=-191 V6865, 4-8=-332/1341, NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected, as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0.4-0 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; eave=4ft;' Cat. 11; Exp B; Encl., GCpi=0.18;: MWFRS (directional) cantilever left and right exposed'; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. . 6) This truss has been designed for a 10.0'psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ' will, fit between the bottom chord and any other members. " 8) Bearing at joints) 6, 2.considers parallel to grain value using ANSI/TPI 1 angle to grain formula.. Building designer should verify capacity of bearing surface. . 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except at=lb) 6=1500,2=.1160. 10) Use USP THD26 (With 16d nails into Girder & NA9D nails into.Truss).or equivalent spaced at 2-0-0 oc max. starting at9-0.12 from the left end :to 11-0-12 to connect truss(es) to front face of bottom chord. , 11) Fill all nail holes where hanger is incontact with lumber. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1.748 lb down and 501'Ib up at ' 7-0-0, 926 Ib'down and 256 lb up at 12-6-0, 884 lb down and 246115 up at 14-6-12, and 928•lb down and 256 lb up at 16-6-12; and 934 lb down and 256 lb up at .18-6A2 on bottom'chord: The design/selection of such connection device(s) is the responsibility of others. Qmko) OM WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MY-7473 rev., 1010312015 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown; and is for an individual building component, not• ' a truss system. Before use, the building designer must verify the applicability of design parameters andproperly Incorporate this design Into the overall' building design. Bracing indicated is to prevent buckling of individual truss web and/or chont.members only. Additional temporary and permanent bracing. MITe'k• i5 always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see • ANSVTPI1 Quality Criteria, DSB-6g.and BC51 Building Component, 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N; Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610' rg�rRf� AWARNING - Varify design parameters and READ NOTES ON THIS AND /NCLUDED MITEK REFERENCE PAGE hfq-7479 rev. 101031?015 BEFORE USE. . Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly lheorpoi ste 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. MITBK• Is always required for stability. and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the .. ' fabrication, storage, delivery, erection and bracing of trusses and truss systems, 'see , ANSVTPII Quality Criteria, DSB-69 and SCSI Building. Component... . 6904 Parke East Blvd. 'Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss .... Truss Type Qty. . Ply . . T.11106263 504354-AMER6N-BACCI: E02. Hip Girder 1 Job Reference o tional Tibbetts Lumber, . o. 1 i u s r+Pi io a u rvu r en a Nuau -, a N. I , w 'Illy i , ID:epS17JH5WHAyDgpXS8525Vz1ynS-xgzzac6dGwHSFQbFtBLedFxKWK5yuYmQTvopC Hdkp :1-4-0 5-0-0 .. 9-9-0 '.. 14-6-0 .,19-2-0 1-4-0. .. .. .. 5-0.0.. .. ... 4-9.0... .. .. .. 4-9-0.... .. .. .. .. 4-810 .... - _ :Scale 1:35.0: , .. '.. .. Special.. '. '.. NAILED ... Sp 'I ecfa 4x5 =. NAILED .... NAILED4x8 = . NAILED' . 4x5 3 16 17 '. 18 . 4 19 20 21 22. .5 6:00 12 n.. .. 9 •' .. W .. .... 23 .. 2 .24.8 25 ': 26.: .7.'. _ 6x8 MT20HS '_ NAILEDSpecial NAILED 2x4 II NAILED 6x8 MT20HS o 1 .Special 3x8 ll NAILED 144.8 .. : 19-2-0' . .. .�... : .. �. "_8 4-7-8. r 47-8 . 4-9-8 Plate Offsets (X Y)- f2.0-1-6 0-0-71 f6.0-2-14 0=10-91 f6.0-0-14 0-1-121 f7.0-4-0 0-1-121'f9.0-4-0 0-1-121 LOADING (psf)SPACING-. 2-0-0. CSI. DEFL. in (too)' 1/defl Ud PLATES GRIP' : ... TCLL 20.0 Plate Grip ,DOL., 1.25 TC 0.86.: Vert(LL) 0.26. 8 >883 240.MT20 :244/190• TCDL 7.0 Lumber DOL 1.25 BC 0.64. Vert(TL) -0:60 8-9 >384 180. MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr 'NO WB 0:52 HOrz(TL) 0.31 6: : n/a, n/a BCDL 10.0 Code 1`13132014/TPI2007 Matrix -MS Weight:'82lb' FT=.20% LUMBER BRACING-. . TOP CHORD 2x4 SP No.2' TOP CHORD Structural -wood sheathing directly applied or 2-2-4 oc purlins. BOT CHORD : 2x4 SP M 31 BOT CHORD . Rigid ceiling directly' ap'plied'or 7-6-4 oc bracing. ' " ' ' WEBS' 2x4.SP No:2 d. MiTek recommends that Stabilizers and required cross bracing WEDGE -be installed during truss erection, in accordance with.Stabiliier. Right: 2x4 SP No.2 Installation uide. REACTIONS:., (lb/size) 2=1230/0=8-0;.6=116710-4-0.. ' Max Horz. 2=75(LC 24). .... .. .... .. . . Max Uplift 2=-356(LC 8);'6=-298(LC 8) FORCES. (lb), Max-Comp./Mai. Ten: - All forces 250 (Ib) or less except When shown: ' TOP CHORD 2-3=-3680/883, 3-4=-3324/831, 4-5=-3222/845, 5-6=-3555/905 BOT CHORD . 2-9=767/3305; 8-9=-1082/4456, .7-8=-1082/4456, 6-7=766/3195 WEBS 3-9=-188/1274, 4-9=-1251/377, 4-8=0/361, 4-7=-1357/369, 5-7=-194/1262 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; e'ave=4ft; Cat. . 11; Exp B;,Encl., GCpi=O.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding.. 4) All plates are MT20 plates unless otherwise. indicated. 5)This truss has been designed for a 10;0 psf bottom chord live load nonconcument with any,other Iive,loads, 6) `This truss has been designedfor:a live load of 20.Opsf on the bottom.chord in all areas where a rectangle 3-6-0 tall by2-0-O.wide: will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building'designershould verify capacity of. bearing surface. 8) Provide mechanical connection (by others) of truss to'bearing plate capable of withstanding 100 lb uplift at joint(s) except of=lb) . 2=356,6=298. . 9) "NAILED"indicates 3-10d (0.148"xY) or3-12d (0.148"x3.25") toe -nails perNDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient.to support concentrated load(s) 223 lb down antl 195 lb up at . 5-0-0, and 211 lb down and 211 lb up at 1476-0 on top chord, and 1.18 lb down at 5-1-8, and 110 lb down at.14-4-8 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 . Uniform Loads (pit) . Vert: 1-3=-54, 3-5=-54, 5-6=-54, 9-10=-20, 7-9=-20; 7-13=20 ®WARNING - Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 101032015.BEFORE USE. Design valid for use only with MiTek® connectors, This design is based only upon parameters shown, and is for an individual building component, not _ �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord.members only. Additional. temporary and permanent bracing - - MiTek* . is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the .. : - fabrication, storage, delivery, erection and, bracing of trusses and truss systems, see ANSVTPII QualityCriteria, DSB-89 and Bost Building Component... 6904 Parke East Blvd. , "Safety Information available from Truss Plate Institute, 218 N: Lee Street, Suile 3.12, Alexandria, VA 22314. - Tampa, FL 36610 Job. Truss Truss Type. Ply �Qty 504354AMEROWBACCI' E02_ ' Hip.Girder .. . Job Reference o tional T.11166263 WARNING • Verify design param,efers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI.7473 rev. 101032015 BEFORE USE. Design valid for use only with Wake connectors. This design is based only upon parameters shown; and is for an individual building component, not • - ' a truss system. Before use, the building designer Must verify the applicability of design parameters and properly incorporate this design into the overall' 1►� building design. Bracing indicated -is to prevent buckling of individual truss web and/or chord, members only. Additional temporary and permanent bracing. - M�Tek� is always required for stability and to prevent'collapse with passible personal injury and properly damage. For general guidance regarding the . fabrication, storage, delivery, erection andbracing oftrusses and truss systems, see • ANSM11 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, Alexandda; VA 22314. Tampa, FL 36610 Job . . ... Truss Truss Type. Qty'. Ply T11166264 504354-AMERON-BACCI; EJ3 Jack -Open 2 1 Job Reference (optional). Tibbetts Lumber, 8.111.1 S Apr 13 2u1 / mh I eK industries, Inc. I nu may i i UBab:by Zui t rage i ID:epS17JH5WHAyDgeXS8525VzlynS-PsXLoy7F1DPJtaARQustASUgtiZVd7CZhZYNkOzHdko -1-4-0 2-0-0 .. .. .... 1-4-0 .. .... .. ... .. ...2-0.0 .. .... .. . . .. : .. : 'Scale = 1:10.3.. 2x4 = 4. .. ... .. .. ... .. .. .. .... .. .... .. .... .. .. .. .. .. .. ... .. .... .. .... . . . , .' .. .' .... ... i 2-0-0 .. .. .. .. .... .. �. 2-0-0 Plate Offsets (X Y)— 12:044 0-0-41 LOADING (pso SPACING-.. 2-0-0. .CSI.DEFL. in' (loc)' I/deft L/d .. PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC, 0.18 Vert(LL) -0.00. 7 >099.. 240. MT20_ .•244/190 TCDL 7.0' -Lumber DOL 1:25 BC .0.04 Vert(TL). -0:00 .7. >999 180.'' BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horc(.TL) 0.00 3. n/a Na BCDL 10.0; Code FBC20141TP12007 Matrix -MP Weight: 9lb, FT=.20%0 LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP N6.2 'BOT CHORD' ,. Rigid ceiling_directly applied or 10-0-0 oc bracing'- ,. MiTek 'recommends thatStabiliiers and required cross bracing ' be in during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size)'- 3=33/Mechanical, 2=176/0-4-0, 4=14/Mechanical ' Max Horz 2=75(LC 12) Max Uplift 3=714(LC 9). 2=-103(LC 12), Max Grav' 3--35(LC.1.7); 2=175(LC.1);.4=31(LC 3) ' FORCES. .(lb)'- Max.'Cbnlp./Max. Ten. - All forces 250 (Ib) or Iess:except when shown: NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph;.TCDL=4.2psf; BCDL=5.0psf;:h=15ft; B=45ft; L=24ft; eav&41ft; Cat...: . . II; Exp 8; Encl., GCpi=0,18; MWFRS (directional) and C-C Exterior(2)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 1-11-14 zone;,cantilever left. and 'eight 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 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 late capable ofwithstandin 100 lb uplift at hints 3 except t`Ib 2=103. .... . AWARNING, Verify design paraineteis end READ NOTES ON THIS AND INCLUDED,MITEK REFERENCE PAGE MII-7473 rev. 1010312015-BEFORE USE. Design valid for use only With MiTek® connectors, This design is based only upon parameters shown; and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design Into the overall' ' .building design. Bracing indicated is to prevent buckling of individual truss web and/or chord, members only. Additional temporary and permanent bracing. MITek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the I' rib I ft dt t ..fabrication, storage, de very, erection an . rac ng o russes an mss sys ems, see . . ANSVTPI1 Quality,Criteria, DSB-89 and BCSI Building Component . 6904 Parke fast Blvd. Safety Information available from Truss Plate Institute, 218 N: Lee Street, Suite 112,'Alexandfia,-VA 22314. Tampa, FL 366110 Job Truss Truss Type Oty . Ply T.11106265 504354-AMERON-BACCI; E.15 Jack -Open . 2 1 Job Referencee o tional Tibbetts Lumber, 3XB I sac Plate Offsets (X Y)— I2:0-1-4.0-0-21 12:0-1-4,0-9-111 ' LOADING (psf) SPACING 2-0-0_ CSI. DEFL. in (loc)' V.defl Ud PLATES GRIP TCLL 20.0 Plate Grip.DOL . 1.25 Tic0.38 Vert(LL) 0.07 4-9, . >849 240. MT20 2441190 ...: . . TCDL TO Lumber DOL. 1.25 BC 0.36 Vert(TL) 0.06479 >999 180 BCLL'. 0.0 Rep Stress Incr YES WB' 0:00 Hdgi-L) -0.01 3 n/a 61a BCDL 10.0 Code FBC2014rrP12007 Matrix -AS Weight: '19lb- FT=,2O% 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. WEDGE _ MiTek recommends that Stabilizers and required cross bracing Left: 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer. Installation uide. REACTIONS. (lb/size) 3=96/Mechanical, 2=299/0-4-0, 4=46/Mechanical Max Horz 2=128(LC12); Max Uplift 3=66(LC'12). 2=-182(LC 12), 4=-38(LC9) . Max Grav 3=96(LC.1), 2=299(LC 1)„4=75(LC 3).. FORCES. (lb) - Max.•CompJMax. Ten. -All forces 250 (lb) or less except when shown: ' NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-se6ond. gust) Vasd=1.24mph; T.CDL=4.2psf; BCDL=5.Opsf;.h=15ft; 13=45ft; L=24ft;. eave=4it; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-13 to 1-7-3, Interior(1) 1-773 to'4A 14 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.100 lb uplift atjoiht(s) 3,.4. except at=lb). 2=182. - 6) This truss design requires thata minimum of V16" Structural wood sheathing be applied directly to the top chord and Y" gypsum sheetrock be applied directly to the bottom chord. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 101032015.BEFORE USE. r• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for individual building component, not -� a truss system. Before use, the building designer must verify the applicabilityof design parameters and properly lhoorpohite this design Into the overeil building design: Bracing indicated is to prevent buckling of Individual truss web and/.or chord nlembers only. Additional, temporary and permanent bracing, • ' MiTeK• . Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the - fabrication storage delivery' erection and bracing oftrusses and truss systems see ANSUTPN Oualit Criteria DSB,89 and SCSI Buildin :Corn onent Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, -VA 22314, y, g P 6904 Perke East Blvd, . Tampa, FL 36610 Job Truss Truss Type Qty, _ Ply ... . T11106266 504354=AMERON-BACCI EJ7 Jack -Open'' 26' 7 Job Reference(optional) Tibbetts Lumber, 1� 1 8.11U s.Apr l3.zU1 r MI I ek Industries, Inc. I nu May 11 ut1:1 r:Ul zul r -rage 1 ID:epS17JH5WHAyDgeXS8525VzlynS-LFf5De9WZrf16uKgYJuLFt7rzXAC51is9t1TpvzHdkm. t 1-4-0 .. 7-0-0 1-4-0 .. .. 7-0-0 _ _ .. ... ...: . . :Scale=1:23.0'.' T - 3x4 .. .. : ... :7-0-0' ...- .. : . . 700 Plate Offsets (XY)-L 12.0-0=4 Eddel LOADING (pso SPACING-. 2-0-0 CSI. - DEFL:. in (loc) Vdefl L/d . PLATES GRIP. TCLL 20:0 Plate Grip,DOL 1.25 TC. 0.85. Vert(LL) 0.30. 4-7. >278• 240 M.T20 244/190 TCDL 7.0 Lumber DOL. 1.25. BC 0.35 Vert(TL), 0.23 477 >366 180..,. BCLL . 0.0 • ': 'Rep:Stress Incr YES WB 0.00 :Hoiz(fL) -0.'01 3 n/a n7a BCDL 10.01Code FBC20.14fTP12007 Matrix -AS Weight; 24 lb FT= 20% . LUMBER- BRACING - TOP CHORD - 2x4 SP No.2 TOP CHORD Structural'wood sheathing directly applied. BOT CHORD : 2x4 SP M 31 BOT;CHORD ' : ' Rigid ceiling directly applied: MiTek recommends that Stabilizers and required cross bracing' be installed.during'truss erection, in accordance with.Stabiliier• Installationguide.' REACTIONS. (lb/size) 3=163/Mechanical, 2=34010-8-0;.4=86/Mechanical . ' Max Horz 2=165(LC 12)'; Max Uplift- 3=-112(LC 12), 2=195(LC12); 4=-65(LC 12)' Max Grav 3=163(LC 1); 2=340(1_C 1); 4=126(1_C 3) .FORCES. (lb)- Max.•Comp./Max. Ten, - All forces 250 (lb) or less;except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; T,CDL=4.2psf; BCDL=5.Opsf,: W.6ft; 13=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18;-MWFRS (directional) and C-C Exterior(2)-1-4-13 to •1-7-3, Interior(1) 1'-7-3 to'6A 1-4 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.othe'rs) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except at=lb) . .. . 3=112, 2=195. 6) This truss.design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/" gypsum sheetrock be applied directly to the bottom chord., WARNING.- Ved ry design parameters and READ NOTES ON THIS AND INCLUDED M/TEx REFERENCE PAGE Mg-7473 rev. 10/032015.BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design: Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing. ' MITBK• . Is always required for stability. and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and Wes systems, see _ . ANsjRPN Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. . Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312,'Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty. .. ply T.11106267 504354-AMERON-BACCI EJ51 Jack -Open 2 : 1 Job Reference o tional Tibbetts Lumber, 1-40 3x4 LOADING (psf) SPACING- 2-0-0 CSI_. DEFL. in . (loc) I/deft. L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25, TC 0.37 Vert(LL) 0.05 4-7 >999 246 , MT20 244/190 TCDL -7.0 Lumber DOL . 1.25 BC 0.34 Vert(TL) -0.157 4-7. >883 1.80.: BCLL 0.0" Rep Stress Incr YES WB 0.00. Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code F8C2014/fp12007 Matrix -AS Weight: 18:Ib FT = 206/6 LUMBER- . BRACING - TOP CHORD 2z4 SP.No.2 TOP.CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. MiTek recommends that. Stabilizers and required cross bracing.. ; . be installed during truss erectionin accordance with Stabilizer 'Installation guide. REACTIONS. (lb/size) 3=116/Mechanical, 2=269/0-8-0, 4=56/Mechanical Max Horz 2=128(LC 12) Max Uplift 3=70(LC 12),2=-95(LC 12). Max Grav 3=120(LC 17), 2=269(LC1); 4=87(LC 3) FORCES. ;(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when, shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf;.BCDL=5.0psf;,h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl.,, GCpi=O,{B;,MWFRS (directional) and G-C Exterior(2) 71 4-13, to;1-7,3, Interior(1) 1-7-3 to 4=11 4 zone; cantilever le R and right exposed ;C-C for.members and forces 6 MWFRS for reactions shown; Lumber DOL=1:60 plate drip.DOL=1.60. 2) This truss has been designed for a 10.0 psf bottom chord liveload nonconcurrent with any other live;loads.' , 3)' This truss has been designed fora live load of 20.0psf on the bottom'chord in all afeas 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) Bearing at joint(s) ' 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula.':Building designer should verify Capacity of bearing surface., 6) Provide mechanical.connection (by.othees) of truss to bearing plate Capable of withstanding.1 DO lb uplift atjoint(s) 3, 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Y" gypsum sheetrock'be applied directly to the bottom chord. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 101032015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must vedfy the applicability of design parameters and property incorporate this design Into the overall 1f - buildingdesign. Bracing'indicated is to prevent buckling of individual truss web and/or chord_members only. Additional temporary and permanent bracing, ' MITBR• is always required for stability. and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation'storage delivery erection and bracing of trusses and truss systems see ANSIITPI1 Quality Criteria DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312,'Alexandria, VA 22314. 6904 Parke Easl Bivtl.. . Tampa, FL 36610' Job Truss Truss Type t?ty .. Ply . .. T.11106268 504354-AMERON-BACCI; EJ52 Jack -Open 4 1 Job Reference (optional) Tibbetts Lumber, 6.111.1 S Apr 13.zU1 / MI I etc maustrieS, Inc. I nu may i 1 U6:1 /:U1 zui f 'rage i . . .. 3x4 .. ... .. .. .... .. .... .. .... .. ... .: .. .... .. .... .... .. .... .. .... .. Plate Offsets (X Y)— 11.0-0-7 Edoel LOADING (psf) SPACING 2-0-0. ' CSI. DEFL. in (loc) Vclefl L/d PLATES GRIP TCLL . 20.0 Plate Grip.DOL 1.25 TC 0.38.. Vert(LL) ..0.05. 3-6 . >999. 240 MT20 ... '244/190 . TCDL 7.0' Lumber DOL ' 1.25 BC 0.35 Vert(TL)_ -0.07 3-6 >881 180 BCLL 0.0 ' : Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 _ 2 n/a, 6/6 BCDL 10.0 Code FBC2014/TPl2007 Matrix -AS' Weight: 16 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: MiTek recommends that -Stabilizers and required cross bracing ' be installed during"truss erection, in accordance with .Stabilizer. Installationguide. REACTIONS. (lb/size)'. 1=178/Mechanical, 2=119/Mechanical, 3=59/Mechanical . Max Horz 1=87(LC 12) Max Uplift 1=--17(LC'12),2=-75(LC 12); Max Grav 1=178(LC 1)i 2=123(LC 17), 3=86(LC 3) FORCES. (Ib)- Max. Comp:/Max. Teri; -All forces 250 (lb) or less -except when shown: NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second. gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf;: h=15ft; B=45ft; L=24ft; eave=4ft; Cat... . . II; Exp B; Encl., GCpi=0.18;'MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Intenoe(1) 3-0-0 to 4-'gA2 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 noriconcurrent with any other We loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members: 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at'joint (s) 1, 2.' 6)'This truss design requires that.a minimum of 7/16".structural wood sheathing be applied directly.to the top chord and %" gypsum sheetrock be applied directly to'the bottom chord. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED.MITEK R743/L REFERENCE PAGE M11.73 rev. 10/0015 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 russ system. Before use, the building designer must verify the applicability ofdesidn parameters and properly incorporate this design into the overall • .b. ildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord_members only. Additional temporary and permanent bracing. Welk'. ' i I ' d f t bill d t t II Rh IN I' ' d d f I id rd' th s a ways requ re ors a ity. an o prawn cc apse w possr a persona injury an property amage. orgenera gu anco rega ing a .. .. .. .. .. .. fabrication: storage, delivery; erection and bracing of trusses and truss systems, see . . ANSVTPI7 Quality Criteria, DSB-89 and SCSI Building. Component 6904 Parke East Blvd. 'Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 3.12, Alexandria., VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty .. ply T.111.06269 504354-AMERON-BACCI': EJ71': Jack -Open. 13' 1 Job Reference o tional Tibbetts Lumber, - 5.1l u S. Apr 13.2011 Mi I eK Industries, Inc 1 hu may 11 u6:17:U2 2U11 Nage 1 . LOADING (psf) SPACING-. 2-0-0 CSI. DEFL.. in (too) I/deft Ud PLATES GRIP. TCLL .20:0 - Plate Grip,DOL 1.25 TC 0.49.: Vert(LL) 0.07 4-7.. >899. 240.: .. MT20 244/190 . . TCDL 7.0 Lumber DOL 1.25. BC 0.35 Vert(TL)_ -0.11 4-7 a784 180 BCLL . 0.0 ' Rep Stress Iricr YES WB 0:00 Hoiz(TL) 0:01 2 : n/a n/a BCDL10.0 Code FBC20141rP12007 Matrix -AS' Weight'31 lb FT=.20% LUMBER- BRACING-, TOP CHORD. 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 'BOT CHORD :Rigid ceiling directly applied: ' MiTek recommends that Stabilizers and required, cross bracing' 'be irfstalled.dunng'truss erection, in accordance with. Stabilizer. Installation guide. REACTIONS. (lb/size) 3=140/Mechanical; 2=340/0-8-0;•4=109/Mechanical ' Max Horz 2=165(LC 12). - Max Uplift' 3=89(LC 12), 2=-102(LC 12) Max Grav 3=144(LC .17), 2=340(LC 1), 4=139(LC 3) .. . FORCES. (lb) Max. Comp:/Max. Ten; - All farces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=1.60mph (3-second gust) Vasd=124mph;.T.CDL=4.2psf; BCDL=5.Opsf;, h=15ft; B=45ft; L=24ft; eave=4ft; Cat...: .. . . ll; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-4-13 to 1-7-3, Interior(1) 1=773 to 6-11-4 zone; cantilever left and: night exposed ;C-C for'members'and forces & MWFRa for' reactions' shown; Lumber DOL=1.60 plate gdp'DOL=1.60' 2) This truss has been designed for a 10.0 psf bottom.chord live load nonconcurrent with any otherlive loads. -' 3) • This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 4) Refer to gVder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANS1/TPI 1 angle to grain formula'. Building designer should verify' capacity of bearing surface. 6) Provide mechanical connection_(by others) of tniss to bearing plate capableof withstanding.100 lb uplift at joint(s) 3 except at=lb) 2=102. 7) This truss design requires that a'minimum of 7116"structural wood'sheathing be applied directly to the top chord and''/" gypsum sheetrock be applied directly to the bottom chord. ®WARN/NG - verify design parametersand READ NOTES ON THIS AND INCLUDED.MITEK REFERENCE PAGE Mq-7473 rev. 10/032075-BEF9RE USE. Design valid for use only with MTeM connectors. This design is based only upon parameters shown, and Is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord,members only. Additional temporary and permanent Bracing. WOW. Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricalion'storage delivery erection and bracing of trusses and truss systems see ANSIRPII Quell Criteria DSB.89 d BCSI B 'Id' Co ua rty , an w mg. omponen e904 Parke East Blvd; 'safety Infarrnation availabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. . • Tampa, FL 36610' Job ".' Ply .... . . T11106270 504354-AMERON-BACCI PSS ITrussType,-Qty 1 Common' 2 1 Job Reference o tional Tibbetts Lumber, .. ..1,4.0 . 5-5-0 tm 1 u a Apr i j zui f mi I eK Inousines, Inc. 1 nu IVIay -11 u01 I r:VJ zU-I r rage I ID:epS17J H5WHAyDgeXS8525Vzl ynS-HemseKAm5SvkMBTCfkwpKleJELtzZxZ9cB WatnzHdkk - 10-10-0 .I 12-2-0 ... 5-5-0 .... .. .. 1-4-0 ... . . Scale =1:22.1. . 4x5 =. - .3 JX4 — no 10 I 5=5-0 - - ..I 9-10-0 10-10-0 ' M0 - 4-11-0 : - 4-5-0 - .1-0-D . Plate Offsets (X Y)— '12'0-1-4 0-0-21 12:0-0-12 0=11-131.14:0-1-4.0-0-21,14:0-0-12.0-11-131 LOADING (psf) SPACING 2-0-0 CSI. DEFL. in (loc)' I/deft L/d PLATES GRIP TOLL 20.0.. Plate Grip.DOL 1.25 . . ... TC 0.29 - Vert(LL) . 0.05. 6-11.. >999. 240.: .. MT20 244/190 ... . TCDL 7.0 Lumber DOL 1.25 ' BC 0.26 Vert(TL) 0.04 6711 ?999 180. BCLL 0.0 • ' Rep Stress Incr. YES WB 0:04 Horz(TL) 0.01 4: n/a" n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS ' Weight: 47 lb - FT =.20% . LUMBER- BRACING TOP CHORD 2x4 §P 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 WEDGE be installed.during'truss erection, in accordance with. Stabilizer. Left: 2x6 SP No.2, Right: 2x6'SP No:2 . Installation uide. REACTIONS:.. (lb/size) 2=45410-4-0, 4=498/0-4-0 Max Horz. 2=-85(LC 10) : ... .... ... Max Uplift.2=-290(LC 12), 4=318(LC 12) FORCES. (lb).- Max..Comp./Max. Ten: -All forces 250 (Ib) or less except when'shown. TOP CHORD 2-3=-352/575, 3-4=-362/568 BOT CHORD . 2-6=365/274, 4-6=-365/274 WEBS 3-6=-2901165 .... .. .... .. .... .. ... .. .... 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 B; Eifcl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-4-13 to 1-5-8, Interior(1) 1-5-8 to 5-5-0, Exterior(2) 5-5-0 to B-5-0 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 3) This truss has been designed for a 10.0 Psf bottom chord live load nonconcurrerit with any other live loads.' 4) • This truss has been designed fora live load of 20.Opsf on the bottom.chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide" will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding'100 lb uplift at joint(s) except at=lb) 2=290,4=318. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'/2" gypsum sheetrock be applied directly to the bottom chord. r� AwARNING - Verffy design parameteM and READ NOTES ON THIS, AND INCLUDED MITEK REFERENCE PAGE M11.7473 rov. 1010312015 BEFORE USE.. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not • ' a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall ' buildingdesign. Bracing indicated is to prevent buckling of Individual truss Web and/or chord, members only. Additional temporary and permanent bracing" ' MITe�• " is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the .. fabricalion'stomge delivery erection and bracing of trusses and truss systems see ANSMI1 Q I' C 't riDSB-89 d BCSI B 'Id' Co us d n e a, en w mg omponen - 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N, Lee Street, Suite 312, Alexandria; VA 22314. - Tampa, FL 36610 - ' Job Truss Truss Type, Qty Ply 504354-AMEROWBACCI ' . G02 Hip Girder Job Reference (optional) .Tibbetts Lumber, 1-4-0 .. 5-0-0 1 4 0 5-0-0 T.11106271 8.110 s Apr 13.2017 MiTek Industries, Inc.' Thu May 11 08:17:04 2017 -Page 1 ID:epS17JH5WHAyDgeXS8525VzlynS-IgKErgBOsm1 bzL2PDRR2tWBTwkBklOtlrrFBQEzHdkj. 10-10-0 12-2=0 0-1 p-0 .. ... .. ... - .0-0 .... ... . .Special .Special 4x5 = 45. _ .. 34. .. Scale=1:24.8' ' 3x4. - .:Special .. Special 4x8 11 . .. . • . .0-6-0 9-8-0' - .g_ 0 . 0_ 0-g . 0-6-0 ZSao 0 05-10-0.-10-0 3-10.0 a2= 1-a0 _ Plate Offsets (X.Y)- '12:0-14.0-0-21. 12:0-0-12.0-11-131. 15:0-1-4.0-0-21, f5:0-0-12.0-11-131 LOADING (psf)SPACING- 2-0-0 CSI.. DEFL.. in' (loc)' I/deft Ud . PLATES GRIP. TCLL 20:0. Plate Ghp.DOL. 1.25 TC 0.35.: Vert(LL) ..0.04 8-13. , >999 240.: MT20 244/190 ... : TCDL 7.0 -Lumber DOL 1.25 BC 0.42 Vert(TL) -9.04 8-13 >999 180 'BCLL 0.0 Rep Stress Incr NO WB 0:04 Horz(TL) 0.01 5 n/a n/a BCDL' 10.0 Code FBC2014rrP12007 Matrix -MS' Weight;'50lb' FT=20% LUMBER-' BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-6-0 oc pudIns. BOT CHORD, 2x4 SP No.2 , ' 'BOT CHORD • . Rigid ceiling directly applied or 8-8-3'oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEDGE 'be installed during truss erection, if accordance with Stabilizer Left: 2x6 SP No.2, Right: 2x6 SP No.2 Installation guide. REACTIONS.. (lb/size) 2=581/0-4-0, 5=639/0-4-0 Max Horz 2=-80(LC 6) -Max.Uplift 2=-437(LC 8)i 5=-481(LC 8) Max Gr6V 2=586(LC 171, 5=639(LC 1) FORCES. (lb) - Max. Cornp./Max. Ten. All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-596/473, 3-4=-,491/449; 4-5=-604/482 BOT CHORD 2-8=-424/491, 7-8=-425/491, 5-7=-419/484 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7710; Vuit=160mph (3-second gust) Vasd=124mph; •TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft, L=24ft; eave=4ft; Cat. . ll; Exp B;,Encl., GCpi=0.18; MWFRS (directiorial); 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 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)oint(s) except of=lb) 2=437,.5=481.' 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated 16ad(s) 187 lb down and 196 lb up at 5-10-0, and 181 lb down and'l96 lb up at 5-0-0 on top chord, and 731b down and 76 lb up at.:5-0-0, and 731b down and 76 lb up at 5-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others: 8) In the LOAD CASE(S), Section, loads applied to the face of the truss are noted as front (F) or back-(B). . LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) ... Vert: 1-3=.54, 3-4=54,.4-6=-54, 9-14=-20 Concentrated Loads:(lb) Vert: 3=-86(F) 4=-86(F) 8=-47(F) 7=47(F) AWARN/NG • Verify design parameters and READ NOTES ON THIS AND INCLUDED fl11TEK REFERENCE PAGE 111I1-7479 rev. 1P10312015.BEFORE USE... Design valid for use only with NITeR® connectors. This design Is baseC only upon pammetersshown, and is loran Individual building component, not• a truss system: Before use, the building designer must ved fy the applicability cif 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 MITOk• is always required for stability, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery; erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, D813-99 and SCSI Building. Component..: .. . 6904 Parke East Blvd. . Safety Inforrnatton available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda,.VA 22314. . • Tampa, FL 36610, Job Truss Truss Type Qty..Ply Tibbetts Lumber, T11106273 I $I 4 3x4 — 46 I I . • NAILED .. ... - NAILED. NAILED .. .... .. .. .. . . NAILED .. .. i 0-7-11 ' 7-0-2 ... .. : .. LOADING (psf)SPACING-., 2-0-0 ' CSI.. 'DEFL.. in (loc)' I/deft L/d . PLATES GRIP- TCLL 20.0. Plate Grip.DOL. 1.25 .. TC. 0.63.: Vert(LL) 0.11 4-9.. >728. 240. .. MT20 244/190 ...: . . TCDL 7.0 Lumber DOL. 1.25 . BC 0.49 Vert(TL). -0.12 4-9 >684 180 BCLL .0.0 ' Rep: Stress lricr NO WB 0.00 HOiz(TL) 0.02 3 n/a n/a BCDL' 10.0 Code FBC2014/TPI2007 Matrix -MP' Weight 261b' FT=,20% LUMBER- BRACING TOP CHORD., 2x4 SP No.2' TOP CHORD ' ' Strbcturalwood Sheathing directly applied or 6-6-0 oc purlins. BOT CHORD " 2x4 SP No.2 BOT:CHORD :Rigid ceiling directly applied or 10=0-0 oc bracing: 'WEDGE MiTek recommends that Stabilizers and required cross bracing Left: 2z4 SP. No.2 be installed during'truss erection, in accordance with Stabilizer, Installation uide. REACTIONS. (lb/size) 3=1 2 1 /Mechanical,. 2=233/0-5-11, 4=49/Mechanical . Max Horz 2=127(LC 8) Max Uplift' 3=-92(LC 8), 2, 391(LC 8), 4=-65(1_13 5) Max Gray 3=131(LC 28), 2=496(LC 28),;4=94(LC 3) FORCES. (lb) - Max."Comp./Max. Ten. -All forces 250 (Ib) or less except when shown: ,NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second. gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf,:h=15ft; B=450; L=24ft; eave=4ft; Cat.. ll; Exp B; Encl., GCpi=0.1 a; MWFRS'(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 far a 16.0 psf bottom chord live load nonconcurtent with any otherjive 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-&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 100 lb uplift at'joint(s) 3, 4 except'at=lb) 2=391. .. . 6) "NAILED" indicates 3-10d (0.148"z3") 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 (plf) Vert: 1-3=-54, 4-5=20; Concentrated.Loads (lb) Vert: 8=86(F=43, B=43) 9=122(F=61, B=61),11=7(F=4, B=4) AWARN/NG-Veiify design parameters and READ NOTES ON Tws AND /NCLUDED MITEK REFERENCE PAGE M11-7477 rev. 101072015.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, dot• a truss system: Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall - building design: Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing, ' A ITBk• Is always required for stability, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . ' fabrication; storage, delivery; erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building: Component. . 6904 Parke .East Blvd. . . Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria,.VA 22314. - "• Tampa, FL 36610- ' Job Truss Truss Type. Ply �Qty..: T'11106272 504354=AMERON-BACCI'' : HJ3 Diagonal Hip Girder 2 T Job R6ference.o ti6nal 3x4 = 9 ... .. .NAILED . .... .. ...: .. ...: NAILED 2-9 3 LOADING.(psf) SPACING- 270-0 CSI. DEFL. 'in ,(loc) I/deft L/.d PLATES GRIP' TCLIL . 20.0 Plate Grip DOL 1.25 TC 0:25 . ' Vert(LL) 0.01 4-7 ' a999 240 . MT20 244/190 TCDL T.O. Lumber DOL .. 1.25 BC 0,18.: . Vert(TL) . -0.01. , 4-7 . >999, 180, BCLL 0.0 Rep Stress ]nor NO. WB 0.00 ' Horz(TL) 0.00- 2 n/a n%a BCDL: 10.0 'Code FBC2014/TPI2007 Matrix -MP: Weight::l2lb ' FT.='200/o ' LUMBER- .' BRACING - TOP CHORD 2x4 SP.No.2 TOP.CHOR.D Structural wood sheathing directly applied'or 2-9-3 oc puriins, BOT CHORD : 2x4 SP No.2- BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that.Stabilizers and required cross bracing . • ' be installed during truss erection; in accordance with Stabilizer Installation guide. REACTIONS._ (lb/size) 3- 45/Mechanical; 2=24205-5, 4=18/Mechanical Max Horz 2=73(LC 8) Max Uplift 3=-3(LC 5), 2=-140(LC 8), 4=-14(LC 17) Max Grav• 3=53(LC 23), 2=242(LC 1), 4=65(LC 24) FORCES. :(Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.' NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf;.BCDL=5.Opsf; h=15ft; B=45f ; L=24ft; eave=4ft; Cat. II; Exp B; Encl.,. GCpi=0,1.8;, MWFRS (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 liveload nonconcurrent with any other live:toads. 3) . This truss has been designed fora live load of 20.Opsf on the bottom chord in. all areas where a rectangle 3-6-0 tall by2-0-0 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 100 lb uplift at joint(s) 3, 4 except at=1b) 2=.140: . . 6)' "NAILED'.' indicates 3-10d (0.148"x3") or 2-12d (0.148"4.25") 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 A -A NING; Verify design parameters and READ NOTES ON Thff , AND INCLUDED MITEIr REFERENCE PAGE Mq-7473 rev. 70/031L075.BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters -and properly incorporate this design Into the overall building design. Bracing' indicated is to prevent buckling of individual truss web end/or chord members only. Additional temporary and permanent bracing. MITek• . Is always required for stability. and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the _ fabrication, storage, delivery, erection and bracing of trusSeS and truss systems, see . ANSIrrPl1 Quality Criteria, DSB-89 and BCSI Building component... 6904 Parke East Blvd_. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312,'Alexandria, VA 22314. .' Tampa, FL 36610 Job.. Truss Truss Type. Qty... ply . . T11106276 504354-AMERON-BACCt HJ52 ; Diagonal Hip Girder 1 1 Job Reference o tional Tibbetts Lumber, 8.110 sApr 132017 MiTek Industries, Inc: Thu May 11 08:17:07 2017 Pagel ID:epS17JH5WHAyDgeXS8525Vz1 ynS-APOMThDG9hPAgpnzua?IV8pvnyAyVIBIXoUo071Hdkg 6-6-7 ... _ J .. .. .. .. .. .... .. 6-8-7.. ..... :86ale=1:17.6. . 2. • .. 4.24 12 _ ... . .. NAILED .. .. .... .. ... .. .... .. . .. . NAILED .. N NAILED .. .. .. .... ...NAILED : 7..': .. . 1 .'. .. .. .. .. .. v; N .. . . 10 - - NAILED . .. .. .. .. .. 9 .. . .NAILED . .. .. .. _ . .. : ...: .. .NAILED : ... : .. .. : .. : .. : .. : .. . ... 2.12 12. NAILED .. .. 3x4 = . Plate Offsets (X Y)-- I1.0-0-12 0-1-'81 LOADING (psf)' SPACING 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0.. ... Plate Grip DOL•. 1.25 TC 0.70.. Vert(LL) 0.10• 3-6.. >748. 240. MT20 244/190 .... . TCDL 7.0' Lumber DOL 1.25 BC .0.52, Vert(TL)- -0:24- 3-6 ?326 180. ' NO WB 0:00 Horz(TL) 0.04 1: n/a. n/a BOLL 0.0 Rep Stress Incr ' BCDL 10.0 Code FBC20.14/TP12007 Matrix -MP' Weight:'20lb 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 : 2z4 SP'Nd.2 BOT:CHORD : Rigid ceiling directly applied or 6-0-0'oc bracing. ' MiTek recommends that Stabilizers and required cross bracing be installed during'truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=25510-4-3, 2=162/Mechanical, 3=91 /Mechanical. Max Horz 1=83(LC 21) Max Uplift 1.=-61(LC '8),'2=-92(LC 8) . . .... . Max Grav .1=255(LC .1); 2=162(LC 1);.3=120(LC .3) .FORCES. (lb) - Max. Cornp:/Max. Ten. - All forces 250 (lb) or les's.except when 'Shown: NOTES- 1) Wind: ASCE 7-10; VuIt=1.60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5,0psf;:h=15ft; B=45ft; L=24ft; gave=4ft; Cat.. .... .. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right•exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 designedfor a live load of 20.Opsf on the bottom'chord in all areas where a rectangle 3-6-0 tall ,by2-0-0 wide .'. will fit between the. bottom chord and any other members. 4) Refer to girder(s) for truss to'truss connections.. ' 5) Bearing at joint(s) ' 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. :Building designer should verify capacity, of bearing surface.; .6) Provide mecnanical.connection (by others) of truss to bearing plate capable of Withstanding.100 lb uplift atjoint(s).1,.2. . 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:1-2=-54,3=4=-20. . Concentrated Loads (lb) Vert: 8=-O(B) 9=-8(F=-6, B=2).10=-21(F==4; B=-17) .ram AWARN/NG,- Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/072015BEF0RE USE. Design valid for use only with MiTek® Connectors; This design is based only upon parameters shown; and is for en individual building component, not �• ' , a truss system. Before use, the building designer must parameters verify the applicability of design pameters 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 store a delive erection and bracingof trusses and truss s stems see I 1 I' DSB-89 d BCSI B 'Id' C 9 , ry, Y . ANS ITPI wua dy Cntena, an ut mg omponent 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite312, Alexandria; VA 22314. _ Tampa, FL 36610' Job Truss Truss Type. qty. Ply T.11106275 504354-AMERON-BACCI HJ51 : : Diagonal Hip Girder 1 1 Job Reference o tional Tibbetts Lumber, ' - mi i u s rlpr -lazu-i t Nu i erc inaustnes, mu: i nu may i i ... i t.w — i t ray. i ID:epS17JH5WHAyDgeXS8525VzlynS-iCS_GLCeONHJDfCnLsUWyxGk2Y.g4mlxbl8kEU6zHdkh . .. -1-10-10 .. ... .. 3-8-3 - ..� 7-0-2' .. .. ..1-10-10 .. .... .. ... .. 3-8-3 ... .. ....... . 3-3-15 . .... . . -Scale' 1:17.7 . 9 r 2Z. T 1 3x4 -F . LOADING .(psf) . SPACING- 2-0-0 CSI. DEFL. in (]do) I/deft. Ud PLATES GRIP TCLL 20.0 Plate Grip DOL - 1.25_ TC 0:70 Vert(LL) 410 4-7 >848 240 -, MT20 244/190 ' TCDL .7.0.. Lumber DOL .. 1.25 BC 0.56.: Vert(TL) .0.28. 4-7.. ?302. 180. BCLL 0.0 ' Rep Stress lncr NO ' WB 0.00, Horz(TL) 0.02 2 n/a n/a, . BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 25.16 FT. = 20%u LUMBER- BRACING- ' TOP CHORD 2x4 SP.No.2 . ' TOP.CHORD Structural wood sheathing directly applied'or 6-0-0 oc pudins. ' BOT CHORD' 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing,. .' be installed during -truss erection; in accordance With Stabilizer Installation guide. REACTIONS. (lb/size) 3=162/Mechanical, 2=379/0-9=13, 4=85/Mechanical Max Horz 2=127(LC. 8) Max Uplift 3=-75(LC 8), 2=783(LC 8) Max Grav 3=162(LG 1), 2=379(LC 1); 4=125(LC 3)' FORCES. :(Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when; shown. ; NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf*,, h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Eno[.,, GCpi=0.1.8;.MWFRS (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 fora live load of 20.0psf on.the-bottom chord in all areas where a rectangle 3-6-0 tall 'by'2-0=0 wide will.fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify' capacity of bearing surface. 6) Provide mechanical connection (by others), of truss to bearing plate capable'of withstanding 100 lb uplift at'joint(s) 3, 2.' 7) "NAILED" indicates 3-10d (0.148"x3") or2-12d (0.148'W.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 Incre6se=1.25, Plate Increase=1.25 ' Uniform Loads (plo .... . .. . . Vert: 1-3=54, 4-5=-20 . Concentrated Loads (lb)' Vert; 11=-8(F=-4, B= 4) . .®WARNING.- Verify design parameteis and READ, NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 veriy 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/oi chord members only. Additional temporary and permanent bracing ' • MITeIC• is always required for stability and to prevent collapse possible personal injury and property damage. For general guidance regarding the . fabrication slam a delive erection and bracin of trusses and truss s stems see C to . DSB-89 d BC51 B 'Id' C t 9 , 1. 9 Y . ANSIRPN Quality, n na,, an ur mg omponen 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria,.VA 22314. Tampa, FL 38610' Job Truss Truss Type, Qty ... ply T.111W277 504354-AMERON-BACCI K61 ': - Common:Girder 1 1 Job Reference (optional) Tibbetts Lumber, ' 8.111) S Apr 132u17 MI I eK Industries, Inc. I hU May 11 MIA /:U8 21.11 / ' Nage1 ID:epS17JH5WHAyDgeXS8525VzlynS-ebakhlEvw Yl.SyMASHW 1MLBQMdBECUumSDLZ?zHdkf. i-1-5-0 .3-1-12. i . 6-3-6 7-&8 .. ' i . .. .. . 175-0 3-1-12 ... .3.1-12.... . .. . :4x5 — - .. .. .. ";Scale=1,20.5...•: 3. 6.00 12 - _ 3x8 .,. - . .... .. .... .. 2 .. .: .. .... .. .. ...: .. .... .. : : : . 10 . . NAILED NAILED 6 3z8_ . 6 2x4 II. 2x4 II .. ... 'i. 3_1-12.. _ . 6-3-8.. �: .. .. : .. .. - - : 3-1-12: 3-1-12. - - LOADING .(psf) SPACING- 2-0-0 CSI. DEFL. in . (loc) I/deft. L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 ., Vert(LL) -0:00' 7 >999 240 MT20 244/190 " TCDL 7.0.. Lumber DOL . . 1.25 .. BC 0.07.. Vert(TL) . 0.01 7.. >999 1.80.: . . BCLL 0.0' Rep Stress tncr NO WB 0.06. Horz(TL) 0.00' 6 n/a n/a. BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP: p Weight::45; lb FT. = 209/o LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP.CHORD Structural wood sheathing directly applied'or 6-0-0 oc puriins, BOT CHORD . 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 'Except' BOT:CHORD ;Rigid ceiling directly applied or 10-0-0 oc. bracing. 2-8,4=6: 2x6 SP ND.2. MiTek recommends that Stabilizers and required cross bracing " be installed during truss erection, in accordance with.Stabiliier, Installationguide.* REACTIONS. (lb/size) 8=466/0-8-0, 6=466/0-8; 0 Max Horz 8=-58(LC 6) Max Uplift' 8==160(LC 8), 6=-1.60(LC 8): .... ... .. . .... . FORCES. ,(lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when, shown. TOP CHORD 2-3=-333/74; 3-4=-333174,:2-8=-423/168, 46=-423/168 WEBS 2-7=-4/273, 4-7=-,4/273 . NOTES-. .. 1) Unbalanced roof live loads have been considered for this design.,. 2) Wind: ASCE 7-10; Vult=160mph (3=second gust) V.asd=124mph; TCDL=4.2psf; BCDL=5:Opsf; fi=15ft; B=45ft; L=24ft; cave=oft; Cat:: ' II; Exp. B; Encl., GCpi=0,18;.MWFRS-(directional); cantilever left and right exposed.; Lumber DOL=1:60'plate grip.DOL=1.60. 3) 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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide. will fit between the bottom'chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) .8=160,6=160. 6) "NAILED" indicates 3-1Od (0.148'W") or 3-12d (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) of back (B). LOAD CASE(S) Standard " 1) Dead +. Roof Live (balanced): Lumber Increase=.1.25, Plate Increase=1.25 .... .. Uniform Loads (plf) Vert: 1-2=-54, 2=3=-54; 3=4=: 54; 4-5=-54, 6;8=-20; Concentrated Loads (Ib) Vert:9=-158(B) 10=-158(B)' WARNING.- Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mq.7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MTek®conneclars. This design is based only upon parameters shown, 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 incorpoWe this design into the overall- ' "building design: Bracing Indicated is to prevent buckling of individual truss web and/or chard.members only. Additional. temporary and permanent bracing. MOW always required for stability. and to prevent collapse with possible personal injury and property damage. For general guidance regarding the .. fabrication, storage, delivery, erection and, bracing oftrusses and truss systems, see pNSVTPH Quality Criteria DSB-89 and BC51 Building Component 6904 P rk E t Blvd Safety Information available from Truss Plate tte Institute, 218 N. Lee Street, Su312,'Alexantlria, VA 22314. e- as .' Tampa,, FL 36610' ►s v". Job Truss Truss Type Qty Ply T.11106278 504354-AMERON-BACCI K02_ Hip,Girder Job Reference (optional) Tibbetts Lumber, 9 8' : 7 i 2 0.0 I 4-5-8. 6-5-6 . .. : ...: .. : .... 2-0.6 - 2-5-8 - 2-1 -0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (16c) _ I/deft. Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25, TC 015 Vert(LL) -0:0.0 2 >999 240 , ' MT20 244.190 TCDL 7.0 Lumber DOL . . 1.25 BC 0.04, Vert(TL) . -0.00. - 2-8 >999. 180.: . BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(TL) 0.005 n/a n/a, BCDL 10.0 Code F8C2014./TPI2007 Matrix-0 : Weight:27:lb FT=20%0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP.CHORD - Structural wood sheathing directly applied or. 6-0-0 oc purtins- BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 ac bracing. WEBS 2z4 SP N6.2 . . MiTek recommends that Stabilizers and required cross bracing, e be installed during -trigs rectiorl; in a cco rdarice with Stabilizer Installation guide. - REACTIONS.. All bearings 6-5-8 except Qt=length) 5=0-3-8, 5=0-3-8. (lb) - Max Horz 2=-43(LC 6) Max Uplift :AII uplift 100 Ib or less atjoint(s) 8, 7 except 2=124(LC 8), 5=-137(LC 8) Max Grav' 'All reactions 250 lb or less at joint(s) 2i 8 7, 5, 5 " FORCES. .(Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when: shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Va6d=124mph;.T.CDL=4.2psf,, BCDL=5.Opsf;. h=1 5ft; B=45ft; L=24ft; eavb=4ft; Cat.... . . 11; Exp B; Encl., GCpi=0,18;' MWFRS (directional); Cantilever left and right.exposed';Lumber DOL=1.60 plate grip DOL=1.60 3) Provide'adeq'uate drainage to prevent 'water ponding. 4)_This truss has been,designed for a 10.0 psi bottom chord live. load nonconcurrent with any other live' loads. 5) `This truss has been designed for 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 atjoint(s) 8, 7 except at=lb) 2=124,5=137. 7) "NAILED" indicates 3A Od (0.148"x3") or'2-12d (0.148"4.25") 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: 1-3=754, 34=-54, 4-6=-54, 2-5=-20 AWARNING, Vedfy design parameters and READ NOTES ON THIS, AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev., 101=015 BEFORE USE. . Design valid for use only with MiTek® connectors. This design is based only upon parameters shown; and is for an Individual building component, not -�• - a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord.members only. Additlonal temporary and permanent bracing. MITQK• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ' f bd III to d 1' cu d b I it e a d t ss s ste s see a ca on, s arage, a every, ere on an rac ng o russ s n ru y m , ANSIRP11 Quality Criteria, DSB-89,and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suhe 312,'Alexandna, VA 22314. Tampa, FL 36610 - Job Truss Truss Type Qty Ply T11106279 5043547AMERON-BACCI PB01 Piggyback Job Reference (optional) Tibbetts Lumber, mi i u a Apr i s.zui I mi i eK maustnes, inc. i nu Niay -i _i uo;_i I: tutu i I -rage -I ID:epS 17JH5WHAyDgeXS8525Vz1 ynS-a_iV6jG9RcolhGWYaiYS6nRYv9KAi6XBDmiSdtzHdkd 7-7-14 . . 7-7-14 'Scale = 1:14.8 . .. 4x5 .... .. .... .. 7-7-14 7-7-14. LOADING (psi) SPACING-2-0-0 CSI. DEFL. in . (loc) I/deft. L/d PLATES GRIP - TCLL 2070 Plate Grip DOL - 1.25 TC 013. Vert(LL) 0.00 5 n/r ' . 120 . MT20 244/190 - TCDL 7.0 Lumber DOL 1.25 BC 0.04. .. vert(TL) ..0.00. , 5... _ n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 5 .-n/a ' n/a .- BCDL 10.0 Code FBC2014IfP12007 Matfix-P :Weight::22lb FT='20% LUMBER- BRACING - TOP CHORD 2x4 SP,No.2 TOP.CHORD • Structural wood sheathing directly applied'or 6-0-0 oc purlins._ BOT CHORD' 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 be 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. All bearings 5-9-4. (lb) - Max Horz 2=27(LC 11) Max Uplift All uplift 100'lb or less at joint(s) 2, 5, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 2, 5, 8, 7 FORCES, (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design: 2) Wind: ASCE 7-10; Vult=160mph (3-sec6nd gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4f ; Cat. II; Exp B; Encl., GCpi=0.18;-MWFRS'(directional) and C-C Exteri6r(2) zone; cantilever left and right exposed ; porch left " exposed;C=Cfor members and forces & MWFRS for reactions shown; Lumber DOL=1;60.piate grip.DOL=t60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chordbearing. . 5) This truss has been designed.for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. B) ' 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.mechanioal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5, 8; 7; 8) See Standard Industry Piggyback Truss Connection Detail for'Connection to base truss as applicable, or consult qualified building designer. AWARNING - Veilfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015:BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon paremeters shown; and is for'an individual building component, not a truss system. Before use, the building designer must verifytha applicability of design parameters and properly Incorporate this design Into the overall - building.design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITeK• is always required for stability. and to prevent collapse with possible personal injury and property damage. For .general guidance regarding the ,. fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANS1711 Quality Criteria, DSB49 and BCSI Building: Component, , . : 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N, Lea Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610. ' Job Truss Truss Type Qty Ply T.11106280 504354-AMERON-BACCI PB02. Piggyback 8 1 Job Reference (optional) Tibbetts Lumber, 6.11U s Apr 1 a.2ul f mi i eK inaustries, Inc. i nu may 1 i ud:1I:11 2u1 / rage 1 ID:epS17JH5WHAyDgeX88525Vz1ynS-2AFtJ3.GnCvwcJQ417P4hf zjoZffRZIKSQS?AKzHdkc .. 3-9-15 .. _ 7-7-14 .. 3-9-15 .. .. ... .... 3-9-15 .. ... .... .'. ; : .. 'Scale=1:14.6'.' . 44 2x4 — .... 3 .. 8 .... .. .... .. .. . . I$ IT 2x4 1.1 2x4 = 7-7-14 7-7-14 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in . (loc) . I/defi L/d PLATES 'GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00' 5 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) 0.01.. 5. n/r. 120. BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.004 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight::23 lb FT. = 20P/o LUMBER-. BRACING - TOP CHORD 2x4 SP.No.2 TOP.CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins.. ' BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing . be installed during.Vuss erection, in accordance with Stabilizer . Installation guide. _ REACTIONS. (lb/size) 2=140/5-9-4, 4=140/5-9-4,6=208/5-9-4 Max Horz 2=43(LC 11) Max Uplift 2=-70(LC 12), 4=-70(LC 12), 6=16(LC 12) FORCES. (lb) - Max..Comp./Max: Ten. - All forces 250 (lb) or less except when. shown. . . NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160moh (34econd gust) Vasd=124mph; TCDL=4.2psf;.BCDL=5.0psf; h=1511; 13=45ft; L=241ft; eave=oft; Cat. 11; Exp B; Encl., GCpi=0,18;.MWFRS (directional) and C-C Extedor(2) 0-4-11 to 34-11, Interior(1) 3-4-1-1to 3-9,15, Exterior(2) 3-9-15 to 6-8-9 zone; cantilever left and rigtit exposed ;porch Ieft,exposed;C-C for members and forces & MWFRS for reactions 'shown; Lumber D.OL=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 fora live load of 20.Opsf on the bottom -chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide, ' will fit between the bottom chord and any other members. - 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at'joint(s) 2, 4,'6. 7) See Standard Industry Piggyback.Truss Connection. Detail for Connection to.base:truss as applicable, or consult qualified building.... designer. QWARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev, 1e/a7204BEFORE USE. : Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design: Bracing Indicated is to prevent buckling of individual truss web and/or chord members Only. Additional temporary and permanent bracing MOW.is alwa s re uired for stabilitP Py and to revent colla se with ossible ersonal Inlu and ro a m carmine For enerai uldance reardin the 9 9 9 g Y 9 P P ry P P Y 9 fabrication, storage, delivery, erection and. bracing of trusses arid truss systems, see . ANS Mill 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, Alexandds,.VA 22314. Tampa, FL 38610 Job Truss Truss Type, .. Qty... Ply .... . . T.11106281 504354-AMERON-BA66I 13803 Piggyback Job Reference o tienal .Tibbetts Lumber, ' UAW S. Apr 1 ;3.zU11 mi I eK Inaustries, inc. I nu may i l ut1:l /:iz zui t 'rage l ID:epS17JH5WHAyDgeXS8525VzlynS-WMpFWPHPzD2Txafxh7bwBCWudz_uA000h4BZimzHdkb . 3-9-15 ' 7-7-14 _ .. .. .. .... .. .... .. ...3-9-15 .. .. .. .. .... .. ..3-9-15.. .. : .. : .. : Scale = 1:14.8 3 B 4-: 5 d 11 1 6. . 2x4 2x4 I I . 2x4 =. ... .... .... .. .... .7-7-14. .. .. 7 7-14 LOADING .(psf) SPACING- 2-0-0 CSI. DEFL. in . (loc) I/deft. L/d PLATES 'GRIP TCLL 20,0' Plate Grip DOL 1.25. ' TC 0:18 .' Vert(LL) 0.00' 5' n/r 120 MT20 244/190 , TCDL .7:0.. Lumber DOL .. 1.25 .. BC 0.08 Vert(TL) ..0.01.. 5 ..: n/r. 120.: . . BCLL 0.0" Rep Stress lncr YES WB 0.03.•' Horz(TL) 0.004 n/a n/a. BCDL 10.0 Code FBC2014/TPI2007 Matrix-P, :Weight:.23'lb FT=10% LUMBER- BRACING - TOP CHORD 2x4 SP.No.2 TOP CHORD Structural wood sheathing directly applied or 6-0=0 oc purlins. BOT CHORD 2x4 SP No.2- BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP Nd.2 MiTek recommends that. Stabilizers and required cross bracing_.' be installed during truss erection; in accordance with Stabilizer ' Installation guide. REACTIONS. (lb/size) 2=140/5-9-4, 4=140/5-9-4,'6=208/5-9-4 Max Horz 2=-43(LC,10) Max Uplift 2=-70(LC 12);:4=-70(LC 12); 6=-16(LC 12) .... .. .... .. .... .. .... .. .... .. FORCES...(Ib):- Max..Comp./Max: Ten. _ All forces 250 (lb) or less except when. shown. ... : NOTES 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 740; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf;.BCDL=5.0psf;.h=15ft; B=45ft; L=24ft; eave=4f; Cat. ' 11; Exp B; Encl_ GCpi=0.18;.MWFRS (directional) and C-C Extedor(2) 0-4-11 to 3-4-11, Intedor(1) 3-4-11.to 3-9-15, Exterior(2) .... . 3-9-15 to 7-3.4 lone; Cantilever left and right exposed ;porch Ieft.exposed;C-C far members and forces & MWFRS for reactions shown; Lumber DOL=1:.60 plate gdp,DOL=1:60' ' 3) Gable requires continuous bottom chord bearing. 4) This truss ties been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads: , 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide, will fit between the bottom chord and any other members. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of.withstanding 100 Ib uplift at'joint(s) 2, 4, 6.: 7)' See Standard Industry Piggyback.Truss Connection. Detail for Connection to base'truss as. applicable, or consult qualified b'uilding.. designer. A—RNING - Verify design Paiam.— and READ, NOTES ON TN/SAND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 191032015 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 verily the applicability of design parameters and property incorporate this design into the overall, building design.' Bracing' indicated is to prevent buckling of individual truss web and/or chord.miembers only. Additional. temporary and permanent bracing MiTek . I I d f t bill d t t II ' ilh 'bl I'" d rt d F I Id N' lh is a ways requ re or s a van o proven co apse w posse a persona mlury an prupe y amage. or genera go ance regard mg e fabrication, storage, delivery, erection and, bracing of trusses and truss systems, see . . ANS1TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N: Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610' Job a I Truss Truss Type ply �Qty T11106282 504354AMERON-BACCI PB04-- Piggyback 1 1 Job Reference o lions] Tibbetts Lumber, ' 8.110 S Apr 13.2u1( MI I eK industries, inc. Thu 11 uu:1 /:1Z ZU1 r 'rage i - ID:epS17JH5NMAyDgeXS8525Vzl ynS-WMpFWPHPzD2Txafxh7bw,BCWO(z_AAO_Uh4BZimzHdkb . 7-7-14 7-7-14. ' Scale = 1:14.8 8 .. .................. 2x4 2X4 LOADING (psi) SPACING-, 2-0-0. CS1. DEFL. in' (loc)' I/deft ud PLATES GRIP TCLL 20:0.. Plate Grip DOL. . 1.25 TC 0.25 Vert(LL)-0.00.. 5 .. n/r. 120 MT20 244/190 .. ' TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0:00' 5 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 003 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBG2014lfP12007 Matrix-P ' 'Weight:'21 k% Ib FT LUMBER- BRACING, TOP CHORD 2x4 SP No.2 TOP CHORD Stnictural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD " 2x4 SP No.2 BOT:CHORD : Rigid ceiling directly applied'or 6-0-0'oc bracing. ' WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed.during'truss erectiori, in accdrdance with.Stabiliier. Installation guide. REACTIONS. All bearings 5-9-4. (lb) - Max Horz 2=20(1_C 10) . Max Uplift -All uplift 100 lb or less atjoint(s) 2, 5, 8, 7 Max Grav . All reactions:250 Ib.or less at joint(s) 2, 5, 8, 7 ...... FORCES. (lb)— Max. CompWax. Ten: - All forces 250 (lb) or less except when shown. NOTES-. 1) Unbalanced roof live, loads have been considered forthis, design... - . .... .. . . . 2) Wind: ASCE .7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS:(directional) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS far reactions shown; Lumber DOL=1.60 plate gdp.DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed fdr a 10.0 psf bottom chord live load nonconcurreht with any other live loads.':' 6) • This truss has been designed Tara live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom chord and any other members. . 7) Provide mechanical connection: (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5, B, 7. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. AWARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411.7473—10/0312015.BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design: Bracing Indicated is to prevent buckling of individual buss web and/or chord. members only. Additional, temporary and permanent bracing. MOW always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the ' fabrication, storage, delivery; erection and, bracing of trusses and truss systems, see ANSIITPl1 Quality Criteria, DS8-89 and BCSI Building: Component.. 6904 Parke East Blvd,. 'Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda,-VA 22314. Tampa, FL 36610' Job truss Truss T e . yp Qty Ply T11106283 504354-AMERON-BACCI Vol Valley Job Reference. o tional ,Tibbetts Lumber, tf.1I u s,Apr i;i zui I ml I eK inoustnes, inc; I nu may i i uO;T I1T 3 zui I rage- i ID:epS17JH5WHAyDgeXS8525Vzl ynS-?ZNdkill kXAKYkE7Fg69kP32RNKevTAdvkx6ECzHdka. 400 800 :" .. 4-0-0 ... 4-0-0.. .. .... ... .. ... .... Sca 2 7 91 d 2x4 O 2x4' I I • .. .. ' 2x4 .. 7-11-8 0..: 7-11.8 0. 8 LOADING (psf) SPACING-2-0-0 CS.I. DEFL. in (loc) I/deft, Lld PLATES GRIP - TCLL . 20.0 Plate Grip DOL T.25 TC' 0:24 . 'Vert(LL) n/a n/a 999 . MT20' 244/190 ' TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) • , n/a ;nla. 999, BCLL 0.0 Rep Stress tncr' YES WB 0A3 Horz(TL) 0.00 3 n/a ' n/a . . BCDL 10.0 Code FBC2014/TPI2007 Matrix-P' Weight;.25 lb: FT, = 20% ' LUMBER BRACING. . . TOP CHORD 2x4 SP No.2 TOP CHORD, Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing , be installed during.truss erection, in accordance with Stabilizer 'Installation guide. ' REACTIONS. (lb/size) 1=125/7-11-0, 3=125/7-11-0, 4=249/7-1.1-0' Max Horz 1=42(LC11) Max Uplift 1=-45(LC 12), 3=-45(LC 12), 4= 31(LC 12) FORCES. (lb).- Max..Gomp;/Max. Ten.. All forces.250 (lb) or less except wheq shown.. ... " NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-l0; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf;.BCDL=5.0psf; h=15ft; B=45ft; L=2411; eave=4ft; Cat. II; Exp B; Encl.,.GCpi=0,1.8;.MWFRS (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 & MWFRS 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 noncon6urrent 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 10.0 lb uplift atjoint(s) 1, 3,'4. AWARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/I.747J rev. 10/072015.BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system: Before use, the building designer mustverify the applicability of design parameters and property Incorporate this tlesign 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 MITOK• . is always required for stability, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery; erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building. Component..: . 6904 Parke East Blvd.. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 3.12, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty �Ply�T.11106284 504354-AMERON-BACCI; V02 Valley1 Job Reference (optional) Tibbetts Lumber, - - mi i u s Apr 1b Zul I Mi I eK mousines, inc. i nu may _i -i uo: i I: -to zu_i I rage r ID:epS17JH5WiAyDgeXS8525VzlynS-7ZNdkII1kXAKYkE7Fg69kP351NK2vTgdvkx6ECzHdka . 2-0-0 4-0-0 . 2-0-0 .. 2-0-0... 3x4 p Scale = 1:7.7; . 2 .. .. .. V db� d 2x4 .. _ 2x4 - 3-11-8 Plate Offsets KY)— T2:0-2-0 Edael LOADING (psi)' SPACING- 2-0-0, CSI. DEFL. in (loc)' I/deft Ud PLATES GRIP TCLL 20.0.. Plate Grip .00L 1.25 ... TC. 0.06 .. Vert(LL) n/a. n/a. 999. MT20 244/190...: .. TCDL 7.0 Lumber DOL ' 1.25 BC .0.09 Vert(TL). n/a' n/a 999. BCLL 0.0 ' Rep Stress ]nor. YES WB 0.00 Horz(TL) 0.00 3: n/a. n/a BCDL 10.0. Cade FBC2014/TP12007 Matrix-P Weight: 10 lb FT =.20% LUMBER- BRACING — TOP CHORD 2x4 SP No.2' TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD . 21i4 SP No.2 BOT:CHORIJ 'Rigid ceiling directly ap'plied'or 10=0-0'oo bracing: MIT recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabiliser . Installation guide. REACTIONS. (lb/size) 1=101/3-11-0, 3=1D1/3,11-0 Max Horz 1=17(LC 10) Max Uplift' 1==25(LC 12), 3=-25(LC 12). FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when'shown. NOTES- 1) Unbalanced roof live loads have been considered for. this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph;.TCDL=4.2psf; BCDL=5.Opsf;. h=15ft; B=45ft; L=24ft; eave=Aft; Cat. II; Exp B; Encl., GCpi=0.18 MWFRS (directional) and C-C Exterior(2) 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) Gablerequires 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 - Vadfy design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10103Q015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown; and is for an individual building component, not• - a truss system. Before use, the building designer must verify the applicability ofdesign 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 genept guidance regarding the .. . . fabrication, storage, delivery, erection and. bracing oftrusses and truss systems, see . . ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N; Lee Street, Suite 3.12, Alexandria, -VA 22314. Tampa, FL 36610' - Job Type Qty . . . . .. . . . . . . �Ply T1i 106285 504354-AMERON-BACCI �Truss�Truss V03 Valley' Job Reference (optional) Tibbetts Lumber, 8.11USApr l32ulimiieKinaustries,Inc: inu may ii uu;it:i42uif rage I ID:epSl7JH5WHAyDqeXS8525VzlynS-T.b(Ox5JfVq[BAtpKpYdOHdbDQmgxewEn8ogfmfzHdkZ 5-5-0 10-10-0 12 '321 1-4�O 5-5-.0 V 5-5-0 Scale 1:22.1' 4x5 4 '12 19 LOADING .(pso SPACING- 2-0-0 CS1. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -O.QO 7 nlr 1120 MT20 244/190 TCDL 7.0 Lumber D.OL 1.25 BC 0.1.1 Vert(TL) -0.01. 7 n/r 120 BCLL 0.0 Rep Stress Incr YES VVB . D.04 Horz(TL) 0.00 8 n/a n/a BCDL 10.0 Code FI3C2014/TPI2007 Matrix*_R Welght: 52:lb- Ft = 209/b LUMBER- BRACING - TOP CHORD 2x4 SP.No.2 TOP CHORD -Structural wood sheathing directly applied'orl51-G=0 oc purlins, 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 W. 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 10-10-0. (Ib)Max Horz 12=85(LC 11). Max Uplift All uplift 100 lb or less atJoint(s) 10, % 11. except 12=-136(LC 12), 8=_136(LC,12): .... .. Max Grav All reactions M0 lb.or less atjoint(s) 12, 8. 10 except 9=275(LC 18), 1 i=277(LC 17) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less:except when Shown. 11 TOP CHORD 2-2=-M/321 . 2 ' , 6-8=-205/3 .2 WEBS 5-9=-1881253, 3-11 =-1 90/253 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE.7-10; Vult=160mph (3-second . gust) Vasd=l . 24mph;TCDL=4.2 . psf; BCDL=5.Opsf,* h=1 5ft; B=45ft; L=24ft: eave=4ft; Cat. 11; Exp B; Encl; GCpi=0.18;*MWFRS (directional) and C-C Extedor(2) -1-4-13 to.1-7-3, Interior(l) 1-7-3W5-5-0, Extedor(2) 5-5-0 to 85-0 zone; cantilever left and right exposed ;C-C for members and forces & MVVFRS for reactions shown; Lumber DOL=140 plate grip DOL=1.60 3) All plates are 2x4 MT20'Unless otherwise indicated: 4) Gable requires continuous bottom ,chord bearing.- 5) This truss has been designed fora 10.0 psfbottorn chord live load nonconcurrent with any other live loads. 6) * This truss h6s been designed for alve load of 20..Opsf on the bottom chord in all areas where 6 rectangle 3-6-0 tall-by.2-0=O Wide will fit between the bottom chord and any other members.. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) -10, 9, 11 except Ut=lb) 12=136, 8=136.. .... .. .... ... WARNING - Verify de�slg. ppram. - and READ NOTES ON THIS AND INCLUDED MJTEK REFERENCE PAGE 11,1I1-7473 rev. 191032015.BEFORE USE. Design valid for use only with Mi7ekll) connectors, This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability ofdesign 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 end property damage. For general guidance regarding the fabrication storage, delivery, erection and.brabing oftrusses end truss systems, see ANSIfTPI1 Quality Criteria, DSB-89 and BCSI Building Component. 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 3,12, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty... ply .... . T11106285 504354-AMERON-BACCI, VO4_ : Valley 1 1 Job Reference (optional) Tibbetts Lumber, mi T U s Apr la2U I/ IVII I eK Inuustrles, Inc, r nu nnoy I IUD; I r: I D Lc I r rdWU I ID:epS17JH5WHAyDgeXS8525VzlynS-xxV09QJIGBQ1o10WMF8dpgBPbAOYNNUwN2QDJ5zHdkY. 5-5-0 .. .. _ _.. 10-10-0 ... - ... : :Scale = 1:18.6 3 Ln d d 2x4 2x4 .11' 2x4 11 I I - 2x4 � . 0. t3 0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in . (Ioc) I/deft. L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25. TC 0.13 Vert(LL) n/a n/a 999 MT20 244/190 ' TCDL .7.0 Lumber DOL 1.26 .. BC 0.09. .. Vert(TL) ri/a.. n/a. 999.. . . BCLL 0.0 Rep Stress Incr YES WB 0.04 HOrz(TL) 0.00' 5 'n/a n/a. BCDL 16.0 Code FBC2014/TPI2007 Matrix-S Weight:.39:Ib 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.2BOT CHORD Rigid ceiling directly applied or 6-0-0 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 10-9,0. (lb)- Max Horz 1=60(LC 11) Max Uplift All uplift 100 lb or less atjoint(s) 1, 5, 7, 6, 8 Max Grav' All reactions 2501b or less;at:joint(s) 1; 5, 7 except 6=271(LC 18); 8=272(LC 17)' . FORCES. .(Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-6=188/25'I, 2-8=-188/251 NOTES- 1) Unbalanced roof live.loads have been considered.foe.this design.. 2) Wind: ASCE 7-10;.Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft> L=24ft; eave=4ft; Cat. 11; Exp B;.Encl., GCpi=0.18-, MWFRS: (directional) and C-C.Ezterior(2) 0-7-9 to:3-T-9, Interibr(1) 3-7-9 to 55-0, Exterio�(2) 5-5-0 to' ' 8-5-0 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) 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 bottonl chord andany 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, 6, 8. , AWARNING -Vedfy design parameters and READ, NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Ml1-747J rev., 101032015 BEFORE USE. Design valid for use only With Mfrek® connectors, This design is based only upon parameters shown; 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 tiracing. MITe'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 andbracang of trusses and truss systems, see . ANSVTP11 Quality Cntena, DSB-89.and BCSI Building Component-. 6904 Pence East Blvd. Safety Information available from Truss Plate Institute, 218 N: Lee Street, Suile 312, Alexandria, VA 22314. - Tampa, FL 36610 Job Truss Truss Type Qty Ply T.11106287 504354-AMERON-BACCI, V05 Valley 1 1 Job Reference o tional Tibbetts Lumber, - a. i i u s mpr w cu i t ivu i ere mu—tr ros, a iu. r nu rvrey r r uv: 1 r. 1. cu i t rays i ID:epS17JH5WHAyDgeXS8525VzlynS-P83mMmKwl SYuQBz''nvzfsM2haoaMu6gy3ci9mrXzHdkX 3-5-0 _ 6-10-0 . 3-5-0 3-5-0 . .. .... : Scale=1:13.2 I d 2 =g . . 2x4 Q - 0- 8 6- 0-064-8 LOADING (psi) SPACING- 2-0-0 CSI. OEFL. in . (loc) I/deft Ud PLATES GRIP TCLL 20,0Plate Grip DOL 1.25 ' TC 0.17 Vert(LL) n/a' n/a 996 . ' MT20 244/190 TCDL 7.0. Lumber DOL 1.25 BC 0.08. Vert(TL) .n/a.. n/a. 999.. . BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00' 3 n/a n/a. BODL 10.0 Code FBC2014/TPI2007 Matrix-P Meight: 21 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP.No.2 TOP.CHORD' Structural wood sheathing directly applied'or 6-0-'0 oc purlins. BOT CHORD " 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. = OTHERS 2x4 SP'Nd.2p MiTek recommends that Stabilizers and required cross bracing_. be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=103/6-9-0, 3=103/6-9-0, 4=206/6-9-0 Max Horz 1=-,35(LC.10) . Max Uplift 1=-37(LC 12), 3=-37(LC 12), 4=-26(LC 12) FORCES.. (lb) - Max.,Comp./Max: Ten. -All forces 250 (lb) or less except when, shown.. .. . NOTES- 1) Unbalanced roof live loads have been considered forthis. design. 2) Wind: ASCE 740; VuW:160mph (3-sec9nd gust) Vasd=124mph; TCDL=4.2psf;.BCDL=5.opsf; 0=15ft; B=45ft; L=24ft; eave,=40; Cat. ' 11; Exp B; Encl.,, GCpi=0.18;,MWFRS (directional) and C-C Exterior(2) zone; cantilever left. and'dght exposed ;C,C for.members and forces & MWFRS 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 bott6m.chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live toad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members: 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)'1, 3, 4.' 4 2x4 % .. 2x4 I I AWARNING - VeIify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors, This design Is based only upon parameters shown, and Is for an Individual building component, not _�• _ , a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall' building design: Bracing indicated is to prevent buckling of Individual truss web and/or chorl.members only. Additional temporary and permanent bracing. ' . IYI' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 11►►�iTek� ' fabrication' storage delivery, erection and brabing of trusses and truss systems see ANSIRP11 Quality Criteria DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 3.12, Alexandria, VA 22314. 8804 Last BIvA. Tampa, FL FL 36810 Job, ... Truss Truss Type . Ply T11106288 5043547AMERON-BACCI V06 Valley. �Qty... 1 1 Job Reference o lional U.111.1 S. Apr 93.zu9 / MI I eK IRaustrleS, mC: I nu may 9I UtS:I Ric zui / gage -I ID.epS17JH5WHAyDgeXS8525Vzl ynS-P83mMmKwl SYu.QBziwzfsM2ho4aNh6gP3ci9mrXzHdkX 1-5-0 I .2-10-0 .. .1-5-0 .. .. : .. 6.00 12 : 3x4 _ _ : 'Scale=1:6.2.. 2 .. .. . . .3 ........... -- 2x4 4 - 2x4\ Plate Offsets (X Y)-- 12.0-2-0 Edael LOADING (psf) SPACING- 2-0-0 CSI.. DEFL:. in (loc) Udell Lid PLATES GRIP . TCLL 20.0 Plate Grip DOL . 1.25 TC 0.02 Vert(LL) n/a. n/a 9.99. MT20 244/190 . , , TCDL 7.0 Lumber DOL 1.25 BC 0.03 . Vert(TL), n/a - . n/a 999 BCLL 0.0 Rep.Stress Incr 'YES WB 0:00 Hoiz(TL) 0.00 3 . ' n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 7 lb ' FT = 20% LUMBER- BRACING-. TOP CHORD 2x4 SP No.2 TOP CHORD : • Structural' wood sheathing directly applied or 2-10-O:oc pudins. ' BOT CHORD 2x4 SP No.2 'BOT:CHORD. Rigid ceiling directly applied or 10-0-0 oc bracing:. MiTek recommends that Stabilizers and required cross bracing -be installed during truss erection, in accordance with Stabilizer. Installation' uide. REACTIONS. (lb/size) 1=58/2-9-0; 3=58/2-9-0 Max Horz 1=10(LC 11) Max Uplift 1=-14(LC-12), 3=14(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered forthis'design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf;; h=15ft; 13=45ft; L=24ft;, eave=4ft; Cat., . II; Exp B;'Encl., GCpi=0;18; MWFRS (directional) and C-C Exterior(2) 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) Gable requires' continuous bdttom bhord 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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide, will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding _100 lb uplift at joint(s) 1, 3. ' AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll-7473 rev. 101032015:BEFORE USE. Design valid far use only with Mrrek® connectors. This design is based only upon parameters shown, and is for -an Individual building component, not a truss system: Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall- - . 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 guidanoe regarding the .. .. .. fabrication,, storage, delivery, erection and. bracing of trusses and truss systems, see . , ANSIM111 Quality Criteria, DSB-89 and BCSI Building. Component... . . 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 3'12, Alexsnd6a,.VA 22314. - Tampa, FL 36610 Job Truss Type Qty Ply T11106289 t,ob'Refdrerice(optimal) 504354-AMERON-BACCI Pss 7 Valley 1 1 Tibbetts Lumber, O.-I IUs Apr IJ Zu If IVII I UK Irluusulub, n II,. III.'—Y II UO. "..,, -90I . ID:epS17JH5VvHAyDgeXS8525VzlynS4Kd8a6LYolgllL.YuUgA5uFDnkJ7rGfDgMvKN_zHdkW ... .. .. .. .. 2-0-0. .... .. .. .. .. .. .. : : Scale=1.7.8..: • . . c5 Plate Offsets (X Y)-- (2.0-1-15 0-0101 (2:0-8-9 0-1-41 13.0-1-9 0-0-131 LOADING (psf) SPACING-.. 2-0-0, ' CSI. DEFL. in (too)' I/deft L/d PLATES GRIP - ' TCLL 20:0. Plate Grip DOL. . 1.25 TC 0.03 .. Vert(LL) n/a.. n/a. 999: MT20 ...244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01, Vert(TL). n/a'n/a 999 BCLL' 0.0 Rep Stress Incr YES WS 0:00 Horz(TL) 0.00 : n/a. 'n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 6lb FT=.20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2' TOP CHORD " Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.2 :except end verticals: WEBS 2x4.SP. No:2 BOT CHORD Rigid ceiling directly applied or10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing_ be, installed'during truss erection, in accordance With Stabilizer' Installation gu'de REACTIONS. ' (lb/size) 1=45/1-11-8, 3=45/1-11-8 ' Max Horz 1=22(LC 12)' Max Uplift' 1=-5(LC 12),'3=-17(LC 12) Max Grav 1=45(LC 1), 3=46(LC 17). FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-. .. .... .. 1) Wind: ASCE 7-10;.Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft,- L=24ft; eave=48; Cat. , Il; Exp B; Enol., GCpi=0.18; MWFRS.(directional) and C-G E)terior(2) zohe cantiieverleft and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1..60 plate grip DOL=1..60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss'has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any.olher members: 5) Provide mechanical Connection (by others) of truss to beating plate capable,of Withstanding.10l] lb uplift atJoint(s) 1, 3. e WARNING,- Verify design parameters and READ NOTES ON THIS AND INCLUDEAMITEK REFERENCE PAGE MI1.7473 rev., 101032015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown; and is for an individual building component, not ..�• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall' - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord.members only. Additional temporary and permanent bracing MOW' is always required for stability and to prevent collapse'whh possible personal injury and property damage. For general guidance regarding the - - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSMIII Quality Criteria, DSB-89,and BCSI Building Component _ 6904 Parke East Blvd. ... . 'Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type. I IDDet1S Lumber, ty ply 6.00 12 N . . . . . . . . . . . . . . . . . .. .. �: 2X4 _2x4 I LOADING .(psf) SPACING- 2-0-0 CSI. DEFL. 'in . (loc) I/defl. L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0:23 .. Vert(LL) n/a We 999 _ MT20 244%190 TCDL 7.0.. Lumber DOL .. 1:25 BC 0.12.. .. VertTL BCLL 0.0' Rep Stress Incr YES WB 0.00. Horz(TL) 0.00' We n/a. BCDL 10.0 Code FBC20141TP12007 Matrix-P : Weight: 14;1b FT=20% LUMBER- . BRACING - TOP CHORD 2x4 SP.No.2 TOP.CHORD Structural wood sheathing directly applied'or 4-0=0 oc pOriins, BOT CHORD 2x4 8P No.2 except end verticals. WEBS 2x4 SP'No.2 'BOT:CHORD .Rigid ceiling directly applied or 10=0-0'oc bracing: ; MiTek recommends that Stabilizers and required cross bracing be installed.during truss erection, in accordance with Stabilizer. Installation uide. REACTIONS. (lb/size)1=119/3-1,1-8, 3=119/3-11-8 . Max Horz 1=59(LC 12) Max Uplift 1=-14(LC 12), 3=-44(LC 12); : ' Max Grav 1=:119(LC.1); 3=122(LC 17) FORCES. (lb) ; Max. Comp./Max. Ten, - All forces 260 (lb) or less:except when Shown: .NOTES- . 1) Wind: ASCE 7-10; Vult=1.60mph (3-second, gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf;;h=15ft; 5=45ft; L=24ft; pave=4ft; Cat... . II; Exp B;'Encl., GCpi=0.18; MWFRS' (directional) and C-C Exterior(2) 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) Gable requires' continuous bdttom chord bearing. . 3) This truss'has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads: 4) - This truss has been designed for.a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10.0 lb uplift atjoint(s) 1, 3. ' ' ®WARNING - Ved/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI/-747] rev. 10/07/2015BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must veriy 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, ' MITBk• is always required for stability and to prevent with possible personal injury and properly damage. For general guidance regarding the .. ' fabricalton, storage, delivery; erection and bracing oftrusses and truss systems. see . ANS-Mill 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,'Alexandda, VA 22314. Tampa, FL 366110 Job Truss Truss T11106291 V09Valley 1 Job Reference (optional) 8.110 s Apr 13 2017 MTek Industries, Inc. Thin May 11 08:1118 2017 'Page 1 ID:epS 17JH5WHAyDgeXS8525Vz1 ynS-LWAWnSMAZ3ocfV7520iKRTmw101 Vaj2M30etvQzHdkV i 6-0-0.. , ... ... 6-0-0. .. .. - .2x4 ll_ ... : ':Scale=1:18.8.:. 3 .. . . .. .. .. c5 :g .. .. . . LJ Li dF d 5 - - .4 2x4 G - 2x4 II - 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in . (loc) I/deft. Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0:12 Vert(LL) n/a n/a 999. M720 244h90 TCDL 7.0 Lumber DOL . 1.25 BC 0.07. Vert(TL) n%a n/a. 999. BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 n/a n/a . BCDL. 10.0 Code FBC2014/TPI2007 Matrix-P :Weight::23'Ib FT=20P/o LUMBER- BRACING - TOP CHORD 2x4 SP.No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No:2 except end verticals. WEBS 2x4 SP'No.2 , ' -BOT;CHORD Rigid ceiling directly applied or 10-0-09c bracing: OTHERS. 2x4 SP,No.2 MiTek recommends that Stabilizers and required cross bracing' be installed during truss erection, in accordance with Stabilizer, Installation uide.* REACTIONS. (lb/size) 1=61/5-11-8, 4=83/5-1178, 5=243/5-11=8 Max Horz 1=95(LC 12) Max Uplift 4=-30(LC 12), 5=-89(LC 12) ... ' Max Grav 1=61(LC.1), 4=85(LC 17),.5=248(LC. 1.7). FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less:exceptwhenshown: WEBS 2-5=182/314 NOTES- . 1) Wind: ASCE 7-10; VuIt=160mPh (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf, h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 5;10-4 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) Gable requires continuous bottom chord bearing. " 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss:has been designed for a live load of 20.Opsf on the bottom chord in all areas where'a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members: 5) Providemechanical conriection (by others) of truss to bearing plate Capable of withstanding.100 lb uplift at joint(s) 4,.5. . WARNING.- Verity design parameters and READ NOTES ON THIS AND INCLUDED NIlTEK REFERENCE PAGE MI!•7473 rev. 18/OJ/2815.BEFORE USE. _ Design valid fr use only with MTek® connectors. This design is based only upon parameters shown, and is foran individual building component, not a truss system: Before use, the building designer mustverify the applicability of design parameters and properly ihcorpoiate this design Into the overall - - building design: Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additlonai temporary and permanent bracing, MITeK• . is always required for stability, and to prevent collapsewith possible personal Injury and properly damage. For general guidance regarding the fa Safety 10n,. storage, delivery; erection and, bracing oftrusses and truss systems, see ANSITPN Quality Criteria, DSB-89 and SCSI Building: Component. 6904 Parke East Blvd, Satery Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312,'Alexandria, VA 22314. - Tampa, Parke East Ste Y Numbering.System : General Safety Notes PLATE LOCATION AND ORIENTATION 6 4-8 dimensions'sho' in ft=in-sixteenths Failure to F011oW'COUld CaUse,Pro ,e . 3j." Center plate on joint unless x, y p 4 - offsets are indicated.. .� � (Drawings not to scale) � Damage or Personal Injury Dimensions are in ft=in-sixteenths. .. Apply plates to both sides of truss Additional stability bracing for tiuss'system,,e.g..' . and:full embed teeth: 1 Y 1 . diagonal or X-bracing, is always required.: See BCSI. .. 2. 3 TOP CHORDS Truss bra b d r. For O'�1fi �. 2 wide true spacing, individual lateral braces themselves :... O WE .. BS..a a may regmro bracing; or alternative Tor I . . .0 bracing should be considered: 0:.. _ 0. 3. Never exceed the design, loading shown and never - :. d r# U adequately s� stack materials on in braced trusses.. Provide copies of his truss design to the building For 4 x'2 orientation, locate O O7� �7 o� CL Off. 4• designer, erection tsupervisor, property plates.O- 'Au" from outside BOTTOM CHORDS all other interested parties. " edge of truss. 8 .. 7.. 6 5:. 5.. Cut members to bear tightiy.against each other. 6: Place'platesan each face of truss at each This symbol Indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE - joint and embed fully. Knots and wane atjoint . required direction of slots in AROUND THE TRUSS STARTING AT.THE JOINT FARTHEST TO locations are regulated by.ANSI/TPI 1. connector plates., . - THE LEFT 7.' Design assumes trusses will be suitably protected from ... CHORDS AND WEBS ARE IDENTIFIED BY END'JOINT t ...... . Plate:location details available in MITek 20120 : NUMBERSILETTERS. . software or upon request: II e environment m acco with shall n e19% a 8. Unless otherwis moisture content of lumber a of exceed thine of fabrication;' ' Unies res ly of this d igp is n t I cable r• - PLATE SIZE 9. use with fire retardant preservative treated, or�green lumber. PRODUCT CODE APPROVALS ICC-ES Reports:.. The first dimension Is the plate 10.. Camberis a non-structural consideration and. is the . 4 X 4 width.measured perpendicular. ESRA 311, ESR-1 352, ESR1 988 responsibilityoftrussfabricator.General practiceisto to slots: Second dimension is. ER-3907, ESR-2362, ESR-1397, ESR-3282 or camber dead lo.addeflection. the length parallel -to slots. 11. Plate type; size, oderitation'and location dimensions 'indicated are minimum plating requirements: LATERAL BRACING LOCATION 12. Lumber used shall be of the,species and size,. and' . in indicated by symbol.showri andlof esigned he plane. Trusses are d forwind loads in t of the,: 'speeifi spects equal to or better than that: ed.. .. by text In the bracing section of the truss unless otherwise ShOWrI. 13..Top chords must be sheathed or pudins provided at . output. 'Use'T or l bracing spacing indicated on design: jf indicated. Lumber design values are in accordance with ANSI/TPI 1 section ti,3 These .truss designs; rely on;lumber.values 1a Bottom chords require lateral bracing at l0 ft. spacing, BEARING established by others. or less, if'no ceiling is in unless otherwise noted. e i 15: Conn coons not shown are the responsibility of others. Indicates location where bearin s . g 16. Do not out or altertruss member or plate without prior, (supports) occur. . . Icons vary but, ©2012-MiTek0 All Rights Reserved approval of an engineer... reaction.sectionmdicates joint number.where bearings occur. 17._Install .and load vertically unless indicated otherwise.. Min size shown is for orushi.ng only.' . �� .. 18. Use of green or treated lumber may pose unacceptable . . .environmental, health ocpertonnanee risks. Consultviith -. . Industry Standards: project engineer before use, ANSI/TPI1: National Design Specification forMetal . ' 19. Review as portions of this design (front, b'ack;.words Plate Connected Wood Truss Construction. s and pictures) before use Reviewing picture alone DSB-89: Design Standard for Bracin is not sufficient. :. . MiT BCSI: Building Component.Safety Information, 20.. Design assumes manufacture in accordance with • Guide to Good Practice for Handling, ANsI/TPI 1 Quality Cnteria. Installing & Bracing.of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mlk7473 rev: 10/03/2015 It Job Truss Truss Type QtY.. ply • T11106274 504354 AMERON-BA HJ7 Diagonal Hip Girder 4 1 Job Reference (optional) .Tibbetts Lumber, 0.riu 5mpr-w. cvi r rvu i me uruusures, nic: r r iuwiay iruo. ir.�o -r yci ID:epS17JH5WHAyDgeXS8525VzlynSebakhlEvw_Y1SyMASHW 1ML8MMY?E8SumSDLZ?zHdkf .. . 1-10-10 •. .5-1-9 .. .. .. 4-8-7 , ... .. : ... ..: .. : .. .. l _ ':Scale-122.6. . .: - 4 NAILED " '.NAILED - - ..: .. : .. .. .. .. .. .. ..1 ... .. .' ...4.24 12.. .. ... .. .. .NAILED. .3x4 .. '.... ... NAILED 3 C . . NAILED - ... NAILED M.. .•. .. .. ..6 1 14 15 16.. .. NAILED NAILED. .2x4 II NAILED 3x4 = NAILED NAILED NAILED 3x4 = r . 5-1-9 9-10-1 5-1-9 ' 4-8-7 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. 'in (Ioc) I/deft L/d PLATES GRIP ' TCLL 20.0' Plate Grip OOL 1.25, TC 0:39 Vert(LL) 0.06 6-7 >999 240 ._. MT20 244/190 TCDL 7.6 Lumber DOL . . 1.25 .. BC 0.40 Vert(TL) -0.67. 6-7. >999. 180. ....... ... . . BCLL 0.0' ' Rep Stress lncr' NO ' WB 0.32 Horz(TL) 9.016 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS: Weight:.43,1b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied'or 6-0-0 oc pudins._ ' BOT CHORD 2x4 SP No.2' " BOT CHORD Rigid ceiling directly applied or 9-1-8 be bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing . . be c th installed duriilg.Vuss erection; in a cerdance wi Stabilizer ' Installation guide. REACTIONS. (lb/size) 4=125/Mechanical, 2=517/0-10-15, 6=331/Mechanicat Max Horz 2=163(LC, 24) Max Uplift'4=-90(LC 8), 2=-187(LC 8), 6=-171(LC 5). FORCES. (lb)'- Max..Gomp;Mlax: Ten: -All farces 25.0 (Ib) or less'except when, shown., TOP CHORD 2-3=-743/332 . BOT CHORD 2-7=379/672, 6-7=-379/672 WEBS 3-7=-87/266, 3-6=-725/409 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf;.BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ' 11; Exp B; Encl., GCpi=0.18; MWFRS.(directional); cantilever left and right exposed ; Lumber DOL=1;60 plate grip DOL=1:60 2) This truss is not designed to support a ceiling and. is not intended. for use -where aesthetics area 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 girders) for truss to -truss connections.' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding.100 lb uplift at joint(s) 4 except at=lb) 2=187,6=171.. 7) "NAILED" indicates 3-10d (0.148"x3") or2-12d (0.148"z3.25") toe -nails perNDS gljidlines. ' 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: 14=-54, 5-8=-20 , Concentrated Loads (lb) Vert: 13=-77(F=-39, B=-39) 15= 9. (F=-5, B=-5) 16=-58(F=-29, B=-29) AWARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TFJC REFERENCE PAGE MII-7477 rev. 10/03/2015:BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify applicability of design parameters and property incorpoiata this design into the overall buildingdesign. Bracing indicated is to prevent buckling of Individual truss web andlorchord members only. Additional temporary and permanent bracing Welk' - Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication; storage, delivery; erection and_brecing oftrusses and truss systems, see . ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Padae East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610'