No preview available
HomeMy WebLinkAboutTruss 7-20-17® Lumber design-v in accordance with ANSI/TPH section 6.3 ". These truss desi 'on'lumber. values, established by.others. M �Te k :;n;7LJ :. RE: 504602-GROZA-RAMB'O w . MiTek USA, Inc. Site Information: 6904 Parke:East Blvd. Tampa; FL 3361074115 Customer Info: GROZA BLDRS Project -Name: RAMBO Model: Lot/block: Subdivision: Address: '2300 CANOE CREEK LANE City: FORT PIERCE State: FL Name Address and License #.of'Structural Engineer of Record,, If there is one, for the building. Name: License Address: City: State: General Truss Engineering Criteria &, Design Loads (Individual Truss_ Design Drawings Show Special Loading Conditions): Design Code: FBC201.4/TP1200.7 Design Program: MiTek 20/20.8.1. Wind Code: ASCE 7-1.0. Wind -Speed: 170 mph Roof Load: 37.0 psf Floor Load: - N/A psf . This package includes 54.individual; Truss Design Drawings and 0 Additional Drawings. With 'my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet' conforms to 61G15-31.003,-section 5.of the Florida Board of Professional. Engineers Rules. No. Seal#:. Truss Name Date, .. No:: Seal#... . Truss Name. Date'. 1 T•1-1573273 A01 . ' 7/12/17 .118 T11573290 BOT - _ . - ... •7/12/17. 12. IT1'1573274 .IA02 . 17/12/17 ' 119 • IT11673291 I B08 . 17/12/17 13 I T11513276 • I A03 I7/1267 . I20 I:T11573292 ' J B09 : 17/12/17 14 I T11573276 ' I A04. 17/12/17 121 ' I T11573293: I C01' 17/12/17 15 . I.T'll 573277 I A05 : 17/12/17, 122 : • IT11573294: I.0O2' 17/12/17' I6 : • - IT1.1573278.'IA06 ... • ' ' .. I.7/12/1.7 .' I23:. -IT11573295 I CO3 I7/12/11' 17 I T11573279 I A07 17/12/17 I24 .` I T11573296 I-004 17/12il 7 18, . I T-11673280 I A08 : 17/12/17 ' 125 J T11573297 I C05 :I 7/12/17 - 1 19. - IT11573281JA09. I7/12/17 .126 - I.T11573298.I:C06. 1.1112/17: 110 . IT11573282 IA10 I-7/12/17 '. 127.. IT11573299 IC07 I7/12/17 .� 11 I T11573283 1 A11-.. '. 7/12/17 '. 128 '. I T11573300 1 C08- 7/12/17'. 12 IT11573284 .I Al2 ' . 17/12/17 129 . I T11573301 I CA .. :17/12/17, 1 I13 : IT11b73285' I B02 I'7/12%17 -. I30 - :I T11573302 I CJ2 ' 17/12/17 J 114 IT11573286 1B03. -- :- -:I7/12117 - 131 ' 'IT11573303-ICJ3: I:7/12/17 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision. based on the parameters provided by Tibbetts Lumber Company -Palm Bay. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is, a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. Thesedesigns are based upon parameters shown (e.g., loads, supports, dimensions, 'shapes and design codes); which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and Was not taken into account in the preparation. of these designs. MiTek-has not independently verified the applicability of the design parameters or the. designs for any particular building. Before -use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design perANSI/TPI 1, Chapter 2. WAL Tech. LLC.. 1040 Harbour Drake Dr.: Punta Gorda; FL: 33983' Chnstopher.D: Beers Date: ?� l I July 12,2017 Finn, Walter 1 of 2 ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECEI`:' :D s j I >> RE: 504602-GROZA-RAMBO - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: GROZA BLDRS Project Name: RAMBO Model: Tampa, FL 33610 4115 Lot/Block: Subdivision: E Address: 2300 CANOE CREEK LAN City: FORT PIERCE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 54 individual, Truss Design. Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date I No. I Seal# Truss Name Date 1 IT12025178IA01 9/14/17 118 1 T12025195 1 B07 9/14/17 12 I T12025179 I A02 1 9/14/17 119 1 T12025196 1 B08 1 9/14/17 13 1 T12025180 1 A03 1 9/14/17 120 1 T12025197 1 B09 1 9/14/17 4 IT12025181IA04 9/14/17 121 1 T12025198 1 CO 9/14/17 5 1 T12025182 1 A05 1 9/14/17 122 1 T12025199 1 CO2 1 9/14/17 6 1 T12025183 1 A06 - 9/14/17 123 1 T12025200 1 CO3 9/14/17 7 1 T12025184 1 A07 1 9/14/17 124 1 T12025201 1 C04 1 9/14/17 1 18 1 T12025185 1 A08 1 9/14/17 125 1 T12025202 1 C05 1 9/14/17 j 19 1 T12025186 1 A09 1 9/14/17 126 1 T12025203 1 C06 1 9/14/17 110 1 T1 2025187 1 Al 0 1 9/14/17 127 1 T1 2025204 1 C07 1 9/14/17 1 Ill I T12025188 1 Al 1 9/14/17 128 1 T12025205 1 C08 1 9/14/17 112 1 T12025189 1 All 1 9/14/17 129 1 T1 2025206 1 CJ1 1 9114/17 113 1 T12025190 1 B02 1 9/14/17 130 1 T12025207 1 CJ2 1 9/14/17 114 1 T12025191 1 B03 1 9/14/17 131 1 T12025208 1 CJ3 1 9/14/17 15 1 T12025192 1 B04 9/14/17 132 1 T12025209 1 CJ5 9/14/17 16 1 T12025193 1 B05 9/14/17 133 1 T1 20252101 D01 1 9/14/17 117 1 T12025194 1 B06 1 9/14/17 134 1 T12025211 I D02 1 9/14/17 1 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Tibbetts Lumber Company -Palm Bay. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not'independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSlfrPI 1, Chapter 2. 0'UI N , I/E���ii • 0 668182 10 9?�•. STATE OF 441 i C? Jo quin lez PE No.68182 M ek US , Inc. FL Cert 6634 691 Par East Blvd. Tampa FL 33610 September 14,2017 Velez, Joaquin 1 of 2 RE: 504602-GROZA-RAMBO - Site Information: Customer Info: GROZA BLDRS Project Name: RAMBO Model: Lot/Block: Subdivision: Address: 2300 CANOE CREEK LANE City: FORT PIERCE . State: FL No. Seal# I Truss Name I Date 35 T12025212 1 D03 1 9/14/17 136 1 T12025213 1 E01 1 9/14/17 137 1 T12025214 1 E02 1 9/14/17 138 I T12025215 J EJ3 1 9/14/17 139 I T12025216 J EJ5 1 9/14/17 140 I T12025217 J EJ7 1 9/14/17 141 1 T1 P-025218 I EJ71 1 9/14/17 142 I T12025219 J EJ72 1 9/14/17 143 I T12025220 I G 1 9/14/17 144 1 T12025221 1 HJ2 1 9/14/17 145 1 T12025222 1 HJ3 1 9/14/17 146 1 T12025223 1 HJ5 1 9/14/17 147 1 T12025224 1 HJ7 1 9/14/17 148 1 T12025225 1 V01 1 9/14/17 149 1 T12025226 1 V02 1 9/14/17 150 1 T12025227 1 V03 1 9/14/17 151 I T12025228 1 VO4 1 9/14/17 152 1 T12025229 1 V05 1 9/14/17 153 1 T12025230 1 V06 1 9/14/17 154 1 T12025231 1 V07 1 9/14/17 2of2 Job Truss Truss Type Qty Ply T12025178 504602-GROZA-RAMBO A01 Roof Special 1 1 Job Reference (optional) I IDD9US LUMDer, . i.,.. -.,ter I ,,,..—....,, ....... I .. ..,.__•__ __ .. . ID:T?t BvA?7zfHorsYgpBggCOzmSOE-y6ZMbEpRLhOlsxsfXJoT?FwOo_QnCib2RyXpUg 8-4-0 15-6-10 , 21-0-0 23-0-0 27-0-0 33-0-0 , 38-3-3 39-9-0� 45-10-8 a-e-n 7-2-10 5-5-6 2-0-0 4-0-0 6-0-0 5-3-3 5-13 6-1-8 Scale = 1:83.2 8x12 MT20HS I I 3x6 5.00 FIT 4 5 27 3x6 6 3x6 5:�- 26 28 3 3x6 6x8 MT20HS i 7 6x16 = 6x8 MT20HS = 6x12 = 2 P 8 9 10 16 24 O 25 17 15 J;Z0 1g 10x12MT20HS= 4x5= N co 1 4x5 14 19 8x12 MT20HS = 4x5 = i3 0 2x4 12.15 12 5x6 = 12 11 Bx12 MT20HS= 5x12 = 5x14 15-6-10 27-0.0 33-0-0 38-3-3 $9-9-q 45-10-8 8-4-0 7-2-10 �21-0-0 �23-0-0 5-5-6 2-0-0 4-0-0 6-0-0 5-3-3 6-1-e Plate Offsets (X Y)-- (1:0-2-14 Edge], f2'0-4-0 Edgel f8:0-3-8 Edgel f10:0-5-4 03-01 f12:0-6-0 0-4-81 f13:0-2-0 0-2-01 rl8:0-6-0 0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. - DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 1.23 17 >446 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -1.95 17 >281 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(TL) 0.66 24 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix -AS Weight: 286 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except` TOP CHORD 8-10: 2x4 SP No.2 BOT CHORD BOT CHORD 2x6 SP DSS WEBS WEBS 2x4 SP No.2 `Except' 10-11: 2x6 SP DSS, 9-11: 2x4 SP M 31 OTHERS 2x8 SP No.2 REACTIONS. (lb/size) 1=2433/0-8-0, 24=2380/0-6-8 Max Horz 1=-361(LC 10) Max Uplift 1=-1191(LC 12), 24� 1173(LC 12) Max Grav 1=2464(LC 17), 24=2380(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9181/5961, 2-3=-8376/5480, 3-4= 7373/4947, 4-5=-6834/4629, 5-6= 6990/4734, 6-7=-7724/5144, 7-8=-8511/5582, 8-9= 7804/5103, 9-10=-806/536, 11-20= 1405/2234, 10-20— 1405/2234 BOT CHORD 1-19=-5605/8781, 18-19=-5625/8809, 17-18=-5078/7995, 16-17=-4395/6986, 15-16= 4610/7200, 14-15— 5176/7967, 13-14= 5365/8199, 12-13= 3769/5747, 11-12= 3770/5738 WEBS 2-18= 788/643, 3-18=-169/464, 5-16=-3077/4340, 6-16= 1206/903, 8-14=-284/205, 8-13= 3323/2233, 9-13=-2266/3496, 9-12=-915/674, 9-11=-5358/3513, 3-17=-1129/765, 4-17— 366/668, 4-16=-1252/960, 6-15— 225/527, 7-15=-883/596, 7-14= 40/338, 10-24=-3080/2052 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 5-16, 9-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=501t; eave=611; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 23-0-0, Exterior(2) 23-0-0 to 28-0-0, Interior(1) 38-3-3 to 45-0-8 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 =12% 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 joint(s) 1, 24 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 lb uplift at joint(s) except at=lb) 1=1191, 24=1173. ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MiTEKREFERANCE PAGE MIr-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® conneclors. 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 MiTeV Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Sheet. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Qty ' I Ply 504602-GROZA-RAMBO JA01 I Roof Special T12025178 Tibbetts Lumber, 8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 14 10:33:55 2017 ID:T?1 BvA?7zfHorsYgpBggCOzmSOE-y6ZMbEpRLhOlsxsfXJoT?FwOo_QnCib2RyXpL NOTES- 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 552 lb down and 473 lb up at 21-0-0, and 552 lb down and 473 lb up at 25-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others'. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4= 54, 4-5=-174(F=-120), 5-27= 174(F= 120), 8-27= 54, 8-10=-54, 16-21=-20, 12-16=-20, 11-12= 20 Concentrated Loads (lb) Vert: 4— 500(F) 27=-500(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11­7473 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 appllcab0ity of design parameters aril 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 W Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12025179 504602-GROZA-RAMBO A02 Roof Special 1 1 Job Reference (optional) ;-Lf I..,ii.;,.,. I..,. Tk Cnn 1A i!1•qq 90 0A17 Dine 1 1ibbetis Lumber, 8-4-0 15-6-10 o.iav SGP ,, cv,, rvu,o,. ,,,....Q 1—,,,.,. ,,,.. ...ter ,T ,.,..,.,..,,. �.. ,.y,.. ID:T?1 BvA?7zfHorsYgp8ggCOzmSOE-MhFVDFrJdcOKjPbECRLAdtYW ECRUP3zUSwmT5?ydkgN 21-0-0 23-0-0 27-0-0 32-0-0 36.3-3 39-9-0 , 45-1%B 8-4-0 7-2-10 5-5-6 2-0-0 4-0-0 5-0-0 4-3 3 3-5-13 6-1-8 Scale = 1:91.4 Bx12 MT20HS I I 3x6 5.00 FIT 4 5 27 3x6 6 3x6 26 28 3 3x6 6x8 = 6x8 _ 7 6x8 MT20HS = 6x8 MT20HS � 6x16 = 8 9 t0 2 25 17 16 24 IT:o 0 15 1 d> 18 10x12 MT20HS = 14 co o 1-? 1 19 8x12 MT20HS,;::: 4x5 4x5 = 4x5 = 13 a 6x8 = 12 11 2x4 11 2.15 F12 8x10 = 6x8 MT20HS II 5x14 = 21-0-0 23-0-0, 27-0-0 32-0-0 1 36-3-3 , 39.9.0 , 45-10-8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 1.22 17 >450 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -1.91 17 >286 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 1.00 Horc(TL) 0.70 24 n/a IVa BCDL 10.0 Code FBC2014ITP12007 Matrix -AS Weight:291 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 *Except* WEBS 1 Row at midpt 5-16 10-12: 2x4 SP M 31 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x8 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=2433/0-8-0, 24=2386/0-6-8 Max Horz 1=-343(LC 10) Max Uplift 1=-1187(LC 12), 24=-1181(LC 12) Max Grav 1=2471(LC 17), 24=2386(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2— 9204/5992, 2-3=-8399/5514, 3-4=-7376/4980, 4-5= 6835/4663, 5-6=-6990/4766, 6-7=-7703/5177, 7-8= 8353/5532, 8-9=-7777/5136, 9-10_ 4309/2859 BOT CHORD 1-19=-5687/8789, 18-19=-5707/8816, 17-18=-5162/8003, 16-17=-4480/6994, 15-16= 4686f7195, 14-15=-514Of7820, 13-14= 5363/8115, 12-13=-2803/4232, 11-12� 338/493 WEBS 2-18=-787/640, 3-1 8=-1 69/464, 5-16= 3091/4333, 6-16— 1176/890, 8-14=-341/228, 8-13=-3241/2214, 9-13=-2883/4381, 9-12= 2789/1958, 10-12=-2891/4376, 3-17— 1130/765, 4-17=-367/667, 4-16=-1250/957, 6-15=-242/524, 7-15=-736/508, 7-14=-108/352,10-24=-2524/1683 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL--1.2psf; BCDL=5.Opsf; h=15fh B=56ft; L=5011; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 23-0-0, Exterior(2) 23-0-0 to 28-0-0, Interior(1) 36-3-3 to 45-1-8 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 =12% 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 joint(s) 1, 24 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 lb uplift at joint(s) except (jt=lb) 1=1187,24=1181. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEM11-7473 rev. 10/032015 BEFORE USE Design valid for use oNy with MffekO connectors. This design is based only upon.parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T12025179 504602-GROZA-RAMBO A02 Roof Special 1 1 Job Reference (optional) I ibbetts Lumber, D. j uv a ouv i i cvi 1 iniion 11 ... w,.!.. iu �r ......y.,� ID:T?1 BvA?7zfHorsYgpBggCOzmSOE-MhFVDFrJdcOKjPbECRLAdtYW ECRUP3zU8wmT5?ydkgN NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 552 lb down and 473 lb up at 21-0-0, and 552 Ib down and 473 lb up at 25-0-0 on top chord. The designtselection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-174(F=-120), 5-27=-174(F=-120), 8-27=-54, 8-10=-54, 16-21— 20, 12-16=-20, 11-12=-20 Concentrated Loads (lb) Vert:4=-500(F) 27=-500(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M I-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek6 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 Ihis design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12025180 504602-GROZA-RAMBO A03 Roof Special 1 1 Job Reference (optional) C,... 4 A 4n nA I11 n!l47 Dann I I Ibbetts Lumber, o. I JV A OCh 112 1 / 1- I a 111uus r.Gs, nc. I ui, vcv a . v: :-. c— , , uyc ID:T?l BvA?7zfHorsYgp8ggCOzmSOE-nGxdsHuCwXnvasKotavtEWA1rPTCcQKwqu_7iKydkgK a-4-0 15-6.10 21.0.0 .23-0-0, 27-8-6 1 34-4-11 1 39-9-0 1 45-10-8 Scale =1:84.5 6x8 MT20HS = 3x6 5.00 5 12 4 5 25 3x6 3x6 24 6 26 6�r9 _ 3 6x8 MT20HS = 6x8 = 5x16 = 6x8 MT20HS i 7 8 9 2 23 14 15 22 It o 5x16 = 16 13 i0x12 MT20HS = "' 1 4x5 - 4x5 = 12 ao N 17 8x12 MT20HS - 6x10 = 11 10 0 2x4 11 2.15 12 8x10 = 5x6 11 F 34-4-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 1.20 15 >456 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -1.88 15-16 >291 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.71 22 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix -AS Weight:291 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 *Except` WEBS 1 Row at midpt 5-14, 8-12, 9-11 8-12: 2x4 SP M 31 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x8 SP No.2 be installed during truss erection, in accordance with Stabilizer i Installation quide. REACTIONS. (lb/size) 1=2433/0-8-0, 22=2386/0-6-8 Max Horz 1=-327(LC 10) Max Uplift 1=-1182(LC 12), 22=-1185(LC 12) Max Grav 1=2480(LC 17), 22=2386(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9231/6019, 2-3=-8427/5544, 3-4=-7404/5010, 4-5= 6833/4690, 5-6=-7008/4785, 6-7=-7843/5264, 7-8=--7722/5140, 8-9=-3438/2307 BOT CHORD 1-17= 5763/8802, 16-17=-5783/8829, 15-16— 5241/8017, 14-15=-4556/7006, 13-14=-4863/7328, 12-13=-5344/8020, 11-12=-2268/3390, 10-11=-268/389 WEBS 2-16=-786/638, 3-16=-168/464, 5-14=-3060/4269, 6-14=-12181920, 7-12=-3098/2200, 8-12= 3294/4972, 8-11=-2669/1911, 9-11� 2497/3734, 3-15=-11311766, 4-15=-374/674, 4-14=-1232/945, 6-13=-150/476, 7-13= 723/494, 9-22=-2447/1642 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511t B=56ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 23-0-0, Extedor(2) 23-0-0 to 28-0-0, Interior(1) 34-4-11 to 45-1-8 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) All plates are MT20 plates unless otherwise Indicated. 5) The Fabrication Tolerance at joint 5 = 4% 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 joint(s) 1, 22 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 lb uplift at joint(s) except Qt=lb) 1=1182, 22=1185. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY-7473 rev. 1010312015 BEFORE USE. �� Design valid for use only wlih MITek® connectors. This design is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, seeANSI/TPI 19uollty Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T12025180 504602-GROZA-RAMBO A03 Roof Special 1 1 Job Reference (optional) ribbetts Lumber, t3.1 ou s Sep i 120 i r rw 1 en mUusules, u10. I nu aep iv i v.aw.v i cv I r rave c ID:T?1 BvA?7zfHorsYgpBggCOzmSOE-nGxdsHuCwXnvasKotavtEWA1rPTCcOKwqu_7iKydkgK NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 552 lb down and 473 Ito up at 21-0-0, and 552 lb down and 473 lb up at 25-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) in the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-5=-174(F=-120), 5-25=-174(F=-120), 7-25=-54, 7-9=-54, 14-19= 20, 11-14=-20, 10-11=-20 Concentrated Loads (lb) Vert: 4= 500(F) 25=-500(F) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MlTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual Truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12025181 504602-GROZA-RAMBO A04 Roof Special 1 1 Job Reference (optional) Tibbetts Lumber, 8.130 s Sep 112017 Mi i eK industries, Inc. Thu Sep 14 10:34:03 2017 rage 1 ID:T?1 BvA?7zfHorsYgpBggCOzmSOE-jf2OHzvSS91 dpAUB??xLKxGNzD8g4JYDHCTEmCydkgl 8-4-0 15-6-10 21-0-0 23-0-0 27-0-0 32-4-11 36-3-4 39-9-0 45-10-8 8-4-0 7-2-10 5-5-6 2-0.0 4-0-0 5-4-11 3-10.8 3-5-13 6-1-8 Scale = 1:84.4 Bxl2 MT20HS I I 3x6 5.00 F12 4 5 26 3x6 6 3x6 25 6x8 = 27 6x8 MT20HS = 2x4 II 6x16 = 3 7 6x10 = 9 10 6x8 MT20HS 2 24 16 15 cc 14 0 n o t 23 0 5x16 17 10x12 MT20HS = 4x5 = 1 4x5 13 T 18 8x12 MT20HS:--:: 6x6 _ o - 2x4 II 2.15 12 12 11 Bx10 = 5x6 11 23-0-0 8-4-0 15.6-10 21-0.0 22-10-4 27-0-0 32-4-11 39-9-0 45-10-8 8-0-0 7-2-10 5-5-6 1-10-0 4-0-0 5-4-11 7-4-5 6-i-8 0-1-12 Plate Offsets (X Y)-- f1:0-2-14 Edgel f2:0-4-0 Edgel 17:0-4-0 Edgel f10:0-5-12 0-3-01 f11:Edge 0-3-81 f12:0-4-0 0-4-41 f17:0-6-0 0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 1.15 16-17 >475 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -1.79 16-17 >305 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(TL) 0.72 23 rt/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 302 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 5-15, 10-12, 8-13, 8-12 OTHERS 2x8 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 1=2433/0-8-0, 23=2387/0-6-8 Max Harz 1=344(LC 12) Max Uplift 1=-1176(LC 12), 23=-1191(LC 12) Max Grav 1=2490(LC 17), 23=2387(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9270/6049, 2-3= 8465/5574, 3-4=-7443/5041, 4-5=-6869/4723, 5-6=-7049/4828, 6-7=-7690/5221, 7-8=-7561/5078, 8-9= 2804/1888, 9-10=-2812/1897 BOT CHORD 1-1 8=-5844/8825,17-18=-5865/8853, 16-17=-5322/8039, 15-16=-4639/7030, 14-15=-4843/7201,13-14=-5256/7816,12-13=-3328/4897,11-12= 222/317 WEBS 2-17=-787/638, 3-17=-169/465, 5-15=-3149/4371, 6-15=-1141/889, 7-13=-2857/2039, 9-12=-251/288,10-12= 2211/3294,3-16=-11307766,4-16=-367/665,4-15=-1249/960, 8-13=-2424/3687, 8-12= 3341/2301, 6-14=-193/467, 7-14= 681/448, 10-23=-2420/1638 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 23-0-0, Exterior(2) 23-0-0 to 28-0-0, Interior(1) 32-4-11 to 45-1-8 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 12% 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 joint(s) 1, 23 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 lb uplift at joint(s) except Qt=lb) 1=1176, 23=1191. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate INS design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITeW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 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, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type aty Ply T12025181 504602-GROZA-RAMBO A04 Roof Special 1 1 Job Reference (optional) Tibbetts Lumber, o. i ou o vetj i i cv a rvu i cn a. — I o�, ,11 . r _., „ I .-b.. — ID:T?1 BvA?7zfHorsYgpBggCOzmSOE-jf2OHzvSS91dpAUB??xLKxGNzD8g4JYDHCTEmCydkgl NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 552 lb down and 473 lb up at 21-0-0, and 552 lb down and 473 lb up at 25-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-174(F=-120), 5-26=-174(F— 120), 7-26=-54, 7-10=-54, 15-20— 20, 12-15= 20, 11-12=-20 Concentrated Loads (Ib) Vert: 4=-500(F) 26=-500(F) ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MIrEKREFERANCE 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 verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek7 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply T12025182 504602-GROZA-RAMBO A05 Roof Special 1 1 Job Reference (optional) Tibbetts Lumber, a.i 3u s Sep i i zu i r rvn r UK 111UUbLi lea, urc. i "Li oep tw i v.o Kayo ID:T?i BvA?7zfHorsYgpBggCOzmSOE-7EkWv?xK14PBgdCmg7U2xZuvhQErHhwfzAiuNXydkgF 8-4-0 15-6-10 21.0-0 25-0-0 30-11-3 35-4-2 39-9-0 45.10-8 8-4-0 7-2-10 5-5-6 4-0-0 5-11-3 4-4-15 4-4-75 6-1-8 Scale = 1:83.2 5xB = 8x8 = 5.00 F12 4 5 25 6x8 = 3x6 W� 6x6 = 2x4 I 5x14 = 324 6 4x5 = 6 9 6x8 MT20HS 2 23 15 14 13 N o t 22 16 6x6 = o m 12 1 7x8 = 4x5 ::: 4x5 = 4x5 = 1N 17 0 2x4 II 2.15 12 11 10 6x8 = 4x5 II 4x12 = 8-4-0 15-6-10 21-0-0 23-0-0 25-0-0 30-17-3 39-9-0 45-10-8 8-4-0 7-2-10 5-5-6 2-0-0 2-0-0 5-11-3 8-9-13 Plate Offsets (X Y) 12:0-4 0 0-3-41 14:0-5-12 0-2-81 j5:0-5-12 0-2-81 (9:0-3-12 0-3-01 f10:Edge 0-3-81 (11:0-2-8 0-3-01 f14:03-0 0-4-81 f16:0.4-0 0-5-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.81 15-16 >673 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -1.17 15-16 >468 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress ]nor YES WB 0.94 Horz(TL) 0.46 22 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 302lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-2: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP DSS WEBS 1 Row at midpt 7-11, 9-11 WEBS 2x4 SP No.2 MITek recommends that Stabilizers and required cross bracing OTHERS 2x8 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1696/0-8-0, 22=1643/0-6-8 Max Horz 1=381(LC 12) Max Uplift 1=-939(LC 12), 22=-962(LC 12) Max Grav 1=1702(LC 17), 22=1643(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5998/4284, 2-3= 5041/3733, 3-4=-4103/3167, 4-5=-4019/3191, 5-6=-4102/3137, 6-7=-4519/3378, 7-8=-1660/1213, 8-9=-1668/1222 BOT CHORD 1-17=4271/5734, 16-17=4285/5741, 15-16=-3637/4696, 14-15=-2905/3798, 13-14=-2847/3803, 12-13� 3492/4659, 11-12=-2286/3038 WEBS 2-16=-1030/772, 3-16=-165/469, 3-15= 1117/810, 4-15=-473/777, 4-14=-570/740, 5-14=590/812, 5-13_ 380/636, 6-13= 936/696, 6-12=1471/1292, 7-12= 1498/2036, 7-11=-2048/1601, 8-11=-278/318, 9-11 =-1 498/2054. 9-22=-166011216 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56fh L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 21-0-0, Extefior(2) 21-0-0 to 25-0-0, Interior(1) 30-0-0 to 30-11-3 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 1, 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=939, 22=962. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MTrEK REFERANCE PAGE Mll-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 properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, deilveM erection and bracing of trusses and truss systems, seeANSf/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T12025183 504602-GROZA-RAMBO A06 Roof Special 1 1 Job Reference (optional) Tibbetts Lumber, 8.T 3u s Sep i i zui r M i Tekindusirie5, iric, r nu aep 14 1 V:J4:Wo 4v I / rage 1 ID:T?7 BvA?7zfHorsYgp8ggCOzmSOE-4csHKgzbHhfvwxM9oYXW i_zEiEwDleCyRUB?SOydkgD 6-9-4 12-10-10 19-0-0 27-0-0 32-11-3 39-9.0 45-1%8 6-9-4 6-1-6 6.1-6 8-0-0 5.11-3 6-9-13 6-1-8 Scale = 1:83.2 1 Ox12 MT20HS = 10x12 MT20HS = 5.00 12 4 23 24 5 25 eva = 4x12 = 2.15112 6x8 = 4x5 11 32-11-3 m rn 20 0o IN (7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.92 14-15 >596 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -1.36 14-15 >403 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(TL) 0.49 20 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 282 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5,6-8: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP DSS WEBS 1 Row at midpt 7-11, 8-10 WEBS 2x4 SP No.2 MITek recommends that Stabilizers and required cross bracing OTHERS 2x8 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1696/0-8-0, 20=1643/0-6-8 Max Harz 1=330(LC 12) Max Uplift 1=-945(LC 12), 20= 956(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6022/4452, 2-3= 5631/4097, 3-4=-4486/3439, 4-5= 4814/3759, 5-6=-4441/3399, 6-7= 4730/3565, 7-8=-2009/1496 BOT CHORD 1-15=-4408/5753, 14-15=-3938/4996, 13-14=-3179/4158, 12-13= 3093/4129, 11-12=-3701/4901,10-11=-1475/1989 WEBS 2-15=-450/524, 3-15=-189/559,3-14= 998f780,4-14=-358/710, 4-13= 759/1006, 5-13=-811/1132, 5-12=-305/570, 6-12=-824/632, 6-11 =-1 742/1501, 7-11= 2337/3068, 7-10= 1688/1410, 8-10= 1712/2303, 8-20= 1669/1232 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 19-0-0, Extedor(2) 19-0-0 to 32-0-0, Interior(1) 32-0-0 to 32-11-3 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at Joint(s) 1, 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=945, 20=956. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 0 WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII--7473 rev. 10f=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 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 tV9iTW Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria- VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12025184 504602-GROZA-RAMBO A07 Roof Special 1 1 Job Reference (optional) Fibbetts Lumber, 8.130 s Sep 11 2017 MI I eK Industries, Inc. I nu Sep 14 10:34:11 201 / Nage 1 ID:T?i BvA?7zfHorsYgp8ggCOzmSOE-UBXPyi?Tact UnP5jTg4DedbmVRxkyOY07RPf2lydkgA 6-1-4 11-6-10 17-0-0 23-0-0 29-0-0 34-11-3 39-9-0 45-10-8 6-1-4 5-5-6 5-5-6 6-0-0 6.0.0 5-11-3 4-9-13 6-1-8 Scale = 1:83.2 6x14 MT20HS 2x4 11 6x14 MT20HS = 5.00 12 4 24 5 25 6 26 6x8 = 6x8 MT20HS = 3x6 5x6 = 5x14 = 323 7 8 9 6x8 MT20HS I r 2 22 14 o 21 15 7x8 = 13 1 m 1 46 x5 = 12 6 16 4x5 2.15 12 5x6 _ 11 10 6x8 = 4x5 I I 4x12 = B-9-15 17-0-0 23.0.0 29-0-0 34-11-3 1 39-9.0 45-10.8 8-915 82-1 6-0-0 6 0-0 5-11-3 4-9 13 6-1-8 Plate Offsets (X Y)-- f9:0-3-12 0-3-01 f 10:Edge 0-3-81 f 11:0-1-12 0-3-41 114:0-4-0 0-5-41 f15:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 1.11 14 >491 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -1.62 14 >337 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.66 HOrz(TL) 0.55 21 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 276 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x4 SP M 31 BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 OTHERS 2x8 SP No.2 REACTIONS. (lb/size) 1=1696/0-8-0, 21=1643/0-6-8 Max Harz 1=280(LC 12) Max Uplift 1=-951(LC 12), 21=-950(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-14, 6-14, 8-12, 9-11 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6002/4458, 2-3=-5684/4169, 3-4=-4800/3660, 4-5=-6226/4806, 5-6=-6226/4806, 6-7= 4758/3598, 7-8=-4905/3692, 8-9= 2436/1813 BOT CHORD 1-16=-4369/5675, 15-16=-4037/5129, 14-15=-3364/4448, 13-14=-3277/4428, 12-13=-3848/5106, 11-12=-1780/2403, 10-11= 228/298 WEBS 2-16=-364/450, 3-16=-115/422, 3-15=-835/685, 4-15= 341/654, 4-14=-1583/2071, 5-14=-334/386, 6-14=-164412094, 6-13=-255/540, 7-13=-715/579, 7-12=-1899/1588, 8-12=-2226/2920, 8-11= 1742/1419, 9-11_ 1903/2567, 9-21 =-1 697/1256 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=l7omph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511t; B=56ft; L=5011; eave=6ft: Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-0-0, Exterior(2) 17-0-0 to 34-0-0, Interior(1) 34-0-0 to 34-11-3 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 1, 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=951, 21=950. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. 10/03/2015 BEFORE USE. R' Design valid for use oNy with MITek® connectors. This design is based only upon parameters shown. and Is for an Individual building component, not ¢`� a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing T p�� • AY@� A Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Job Truss Truss Type Qty Ply T12025185 504602-GROZA-F AMBO A08 Roof Special 1 1 Job Reference (optional) TL... C,... AA AI�.�]A•1A �II�A'] Dann 1 Tibbetts Lumber, 8.130 s Sep r r 20 i r ivu uuiu r vk inou ins, Inc.a w. i . ejp �.. - 14 , , I -e. ID:T?l BvA?7zfHorsYgp8ggCOzmSOE-umDYak2LsXP3espi8oewGFDG4eyN9MjrpPeJf3ydkg7 5-5-4 10-2-10 15-0-0 19-1-15 23-0.0 26.10-1 31-0-0 36-11-3 39-9-0 45.10.8 55 5-4 4-9-6 4-9-6 4-1-15 3-10-1 3-10-1 4-1-15 5 11-13 6-1-8 5.00 F12 3x6 3 2x4 = 2 1 20 d 45 = 412 = IOx12 MT20HS = 6x14 MT20HS ZZ 3x8 = 2x4 11 3x8 = 4 5 26 6 277 28 8 29 6x6 = 5x6 = N 9 10 17 I 18 16 19 8x12 MT20HS = 4x5 ZZ 15 4x5 = 7x8 = 4x5 = 14 2.15 F12 5x6 = 13 Sx10 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/fP12007 CSI. TC 0.91 BC 0.47 WB 0.76 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 `Except` 4-8,8-9: 2x4 SP M 31 BOT CHORD 2x6 SP DSS'Except* 12-13: 2x6 SP No.2 WEBS 2x4 SP No.2 *Except* 11 -13: 2x4 SP M 31 OTHERS 2x8 SP No.2 REACTIONS. (lb/size) 1=1697/0-8-0, 25=1642/0-6-8 Max Harz 1=229(LC 12) Max Uplift 1=-957(LC 12), 25=-945(LC 12) 36-11-3 DEFL. * in (loc) I/dell Ud PLATES Vert(LL) 1.37 17 >399 240 MT20 Vert(TL) -2.02 17 >271 180 MT20HS Horz(TL) 0.65 25 rVa n/a Scale = 1:83.1 6x8 = 5x16 = it i� 25 .- o m o M N 12 5x6 I I GRIP 244/190 187/143 Weight: 276 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quicle. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5957/4477,2-3=-5711/4191, 3-4= 5069/3841,4-5=-6386/4875,5-6=-8427/6339, 6-7=-8427/6339, 7-8=-6372/4853, 8-9= 5028/3789, 9-10— 5051/3792, 10-11— 313812336 BOT CHORD 1-20= 4297/5575, 19-20=-4093/5258, 18-19= 3521/4704, 17-18=-4788/6481, 16-17=-4728/6466, 15-16=-3457/4691, 14-15=-3973/5283, 13-14=-2286/3081, 12-13=-297/388 WEBS 2-20=-283/401, 3-20=-28/295, 3-19= 688/581, 4-19= 294/546, 4-18=-1611/2139, 5-18=-1419/1153, 5-17= 1702/2354, 7-17= 1755/2371, 7-16=-1406/1158, 8-16= 1623/2137, 8-15— 180/428, 9-15=-616/513, 9-14=-201811659, 10-14=-1965/2577, 10-13=-1860/1477, 11-13=-2289/3086, 11-25— 1792/1336 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511t; B=56ft; L=5011; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 5-2-5, Interior(1) 5-2-5 to 15-0-0, Extefior(2) 15-0-0 to 36-0-0, Interior(1) 36-0-0 to 36-11-3 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at Joint(s) 1, 25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=957, 25=945. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev. 10/032015 BEFORE USE. Design valid for use only with Iv11TekO 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 It-& 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' B always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Easf Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12025186 504602-GROZA-RAMBO A09 Roof Special 1 1 Job Reference (optional) Tibbetts Lumber, a.iou s Sep i i zu i r rvu i ert muusmes, mu. i nu oep i4 1 u.o4. 1 r Zu 1 r rage 1 ID:T?1 BvA?7zfHorsYgpBggCOzmSOE-J LvgDl4E9SoeVKYtpxBduurrAsvrMhxHVNs_GOydkg4 0- 6-9-15 13-0-0 15-8-0 21-4-12 27-3-4 33-0-0 38-11-3 45-10.8 0- 6-9-15 6-2-1 2-8-0 5.8-12 5-10-8 5-8-12 5-11-3 6-11-5 Scale = 1:84.6 5.00 52 6x8 MT20HS = 3x4 II 8x10 = 2x4 II 6x6 = 4 27 285 29 6 7 30 31 32 8 m N IDO m N N 2x4 II i7 16 15 14 13 12 10 4x12 = 2.15 12 4x6 11 6x8 = 8x8 = 4x5 = 3x6 II 6x8 = 6-9-15 1 13-0-0 1 15-8-0 , 21-4-12 1 27-3-4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014lrP12007 CSI. TC 0.66 BC 0.74 WB 0.86 Matrix -AS DEFL. in Vert(LL) 0.83 Vert(TL) -1.24 Horz(TL) 0.33 (loc) Well Ud 17 >652 240 17 >436 180 21 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 338 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4: 2x4 SP M 31, 8-9,9-11: 2x4 SP No.2 Except: BOT CHORD 2x8 SP No.2 *Except* 1 Row at midpt 9-10 2-18: 2x6 SP DSS, 5-16: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP N0.2 "Except' 10-0-0 oc bracing: 16-18 10-11: 2x8 SP No.2 WEBS 1 Row at midpt 15-18, 6-18 OTHERS 2x8 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2=1746/0-8-0, 21=1661/0-6-8 Max Horz 2=220(LC 12) Max Uplift 2=-1029(LC 12), 21=-943(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5884/4291, 3-4=-5401/3978, 4-5=-6331/4717, 5-6=-6335/4726, 6-7=-3416/2616, 7-8=-3418/2619, 8-9=-3095/2306, 9-10=-3171/2365, 10-21=-1036/1490 BOT CHORD 2-20=-4144/5452, 19-20=-4170/5484, 18-19=-3656/4969, 5-18=-220/256, 14-15— 2588/3610, 13-14= 2018/2795, 12-13=-2244/3019, 10-12=-2253/3020 WEBS 3-19= 619/466, 4-19=-271/518, 4-18=-1414/1949, 15-18=-2726/3800, 6-18=-2195/3006, 6-15=-1506/1227, 6-14=-347/190, 7-14= 343/397, 8-14=-632/962, 8-13=-120/363, 9-13= 281/248 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; B=56ft; L=50ft; eave=6ft Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterjor(2)-1-0-11 to 3-11-5, Interior(1) 3-11-5 to 13-0-0, Exterior(2) 13-0-0 to 38-0-0, Intefior(1) 38-0-0 to 38-11-3 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 pond(ng. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at Joint(s) 2, 21 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1029, 21=943. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev. 10103/2015 BEFORE USE Design valid for use only with Mffek® 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 lVIITeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Nexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12025187 504602-GROZA-RAMBO A10 Hip 1 i Job Reference (optional) ,. o,... 11 nn17 KM7,.L In,1„c*A^n Inn Th", Con 1A In-IA•10 0017 Pano 1 I ibbeii5 Lurnuer, �. ,..� � v v „ �.., . ,.,, , �,. ,, ,,,,,,,,, ,,,,,, , __' , , ..,._ ...., —_ .. ...,y_ . ID:T?1 BvA?7zfHorsYgpBggCOzmSOE-FkOReR5Uh32LkdiGxMD5zJwAFfXkgjMazhL4KHydkg2 1-0- 5-9-14 11-0-0 19-0-9 26-11-7 35-0-0 40.2-2 46-0-0 4,7-0•p 0- 5-9-14 5 2-2 8-0.9 7-10-13 8-0-9 5-2-2 5.9-14 1-0-0 Scale = 1:79.2 6x14 MT20HS = 6x14 MT20HS= 2x4 11 6x8 MT20HS = 5.00 12 4 26 27 28 5 6 29 30 31 7 3x6 i�_ 3x6 3 8 25 32 c �1 2 910 o Iv � 18 17 16 15 4x5 = 2x4 II 3x6 = 3x8 MT20HS = 4x8 = 11-0-0 14 13 12 11 3x6 = 3x8 MT20HS = 3x6 = 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.66 14-15 >837 240 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -1.06 14-15 >523 180 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.30 9 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 `Except* 4-6,6-7: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1759/0-8-0, 9=1759/0-8-0 Max Horz 2=-226(LC 10) Max Uplift 2=-1058(LC 12), 9=-1058(LC 12) PLATES MT20 MT20HS 4x5 = GRIP 244/190 187/143 Weight: 231 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-15, 6-15, 7-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3646/2802, 3-4=-3303/2570, 4-5_ 4074/3191, 5-6=-4074/3191, 6-7=-4068/3184, 7-8=-3304/2571, 8-9=-3644/2802 BOT CHORD 2-18=-2455/3300, 17-18=-2455/3300, 15-17=-2076/3026, 14-15=-2808/4082, 12-14= 2082/3027, 11-12= 2460/3299, 9-11= 2460/3299 WEBS 3-17=-413/422, 4-17=-126/383, 4-15=-931/1321, 5-15=-447/548, 6-14=-497/543, 7-14=-921/1312, 7-12=-125/383, 8-12=-414/420 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-11 to 3-11-5, interior(1) 3-11-5 to 11-0-0, Exterior(2) 11-0-0 to 42-0-14, Intertor(1) 42-0-14 to 47-0-11 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1058, 9=1058. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE PAGE MO-7473 rev. 101032015 BEFORE USE Design valid for use only with Mllek® connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use, the building designer must verify the appllcab011y of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardng the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12025188 504602-GROZA-RAMBO All Hip 1 1 Job Reference (optional) Tibbetts Lumber, a.l su s Sep I 12017 rvu ter, muusu ies, arc. 11 m OUP i • I V.o— — aye , ID:T?l BvA?7zfHorsYgpeggCOzmSOE-fJiZGT8N_Qwb5QrcUnobxYekthl l l nOffakxcydkq? 1-0- 4-9-14 9-0-0 16-0-14 23-0-0 29-11-2 37-0-0 41-2-2 46.0.0 7-0- -0.0 4_ _14 4-2-2 7-0-14 6.11-2 6-11-2 7-0-14 4. 4-9-14 0-0 Scale Scale = 1:79.1 5x8 = 3x8 = Us = 3x8 = 5.00 12 5x8 = 4 25 5 26 6 27 7 28 8 2x4 2x4 243 9 29 30 23 1 2 4x5 = 9-0-0 16 15 14 3x8 = 6x8 MT20HS = 3x8 = 23-0-0 13 12 US MT20HS = 3x8 = 4x5 = 4 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.86 14 >645 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -1.29 13-14 >429 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.27 10 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -AS Weight: 227 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. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 5-16, 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection', in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1759/0-8-0, 10=1759/0-8-0 Max Horz 2=188(LC 11) Max Uplift 2=-1058(LC 12), 10= 1058(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3622/289313-4=-3428/2635, 4-5= 3180/2539, 5-6=-5066/3857, 6-7=-5066/3857, 7-8=-3180/2539, 8-9= 3428/2635, 9-1 O= 3622/2893 BOT CHORD 2-16=-2535/3278, 15-16=-3244/4618, 14-15=-3244/4618, 13-14=-3238/4618, 12-13=-3238/4618,10-12=-2541/3278 WEBS 3-16=-235/394, 4-16=-616/981, 5-16=-1715/1248, 5-15=0/272, 5-14=-342/579, 6-14=-358/396, 7-14=-342/579, 7-13=0/272, 7-12= 1715/1248, 8-12=-616/981, 9-12= 237/393 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=l7omph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=5611; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterjor(2)-1-0-11 to 3-11-5, Intedor(1) 3-11-5 to 9-0-0, Exterior(2) 9-0-0 to 44-0-14, Interior(1) 44-0-14 to 47-0-11 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 2=1058, 10=1058. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a ffuss'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 MiTeic Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type aty Ply T12025189 504602-GROZA-RAMBO Al2 Hip Girder 1 2 Job Reference (optional) I mDeIIS LumDer, o oF ..1... 1 — . _y_ . I D:T? 1 BvA?7zf HorsYgp8ggCOzmSOE-UT3rW W C8ZgA4JOu?zluCgCogml isRkTut b138Gydkpv 1-0- 7.0-0 12-2-13 17-7-7 23-0-0 28-4.9 33-9-3 39-0-0 46-0-0 7-0- 0-0 7-0-0 5.2-13 5.4-9 5-4-9 5-4-9 5-4-9 5.2-13 7-0-0 0- NAILED NAILED 6x8 MT20HS = NAILED NAILED 5.00 F12 NAILED 2x4 II NAILED 4x8 = 3 25 26 4 27 28 29 530 31 NAILED NAILED NAILED NAILED NAILED NAILED 6x8 MT20HS = NAILED 7x8 = 4x8 = NAILED 2x4 II NAILED 32 6 33 34 7 35 36 37 388 39 40 9 Scale = 1:76.8 20 41 42 19 43 44 18 17 45 46 47 16 48 49 15 1450 51 52 13 53 54 12 48 = 2x4 11NAILED4x12 = 6x14 MT20HS = NAILED 4x8 = 2x4 11 412 = NAILED 2x4 11 48 = HJC26 NAILED NAILED 2x4 11 NAILED NAILED 6x14 MT20HS = HJC26 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 17-7-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 1.16 16 >478 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -1.70 16 >324 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.55 Horz(TL) 0.26 10 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MS Weight: 566lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 3-6,6-9: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-3 oc bracing. BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=3640/0-8-0, 10=3640/0-8-0 Max Horz 2=-150(LC 23) Max Uplift 2= 2230(LC 8), 10=-2230(LC 8) Max Grav 2=3693(LC 29), 10=3693(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 8989/5305, 3-4=-12456[7350, 4-5=-12452/7345, 5-6= 15804/9262, 6-7= 15804/9262, 7-8=-12450/7345, 8-9=-12454/7350, 9-10=-8987/5305 BOT CHORD 2-20= 4745/8332, 19-20=-4732/8296, 17-19=-8639/15137, 16-17=-8639/15137, 15-16= 8639/15079, 13-15=-8639/15079, 12-13=-4732/8182, 10-12=-4745/8218 WEBS 3-20=-257/733, 3-19=-2736/4917, 4-19=-748/699, 5-19= 3012/1698, 5-17=0/469, 5-16_ 462/877, 6-16=-560/587, 7-16=-462/880, 7-15=0/469, 7-13=-3010/1698, 8-13=-748/699, 9-13=-2736/4918, 9-12� 257/733 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 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 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; B=56ft; L=5011; eave=6ft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (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 MT20 plates 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=2230, 10=2230. 10) Use USP HJC26 (With 16d nails into Girder & 1 Od nails Into Truss) or equivalent spaced at 31-11-4 oc max. starting at 7-0-6 from the left end to 38-11-10 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED urrEK REFERANCE PAGEMM-7473 rev. 10/032015 BEFORE USE. Design valld for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component. no a truss system. Before use, the building designer must vedty the oppllcabillty of design parameters and properly incorporate this design into the oZ1t1I building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing g�g eW Mip Is always required for stabUlty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job' Truss Truss Type city Ply T12025189 504602-GROZA-RAMBO Al2 Hip Girder 1 2 Job Reference (optional) ribbetts Lumber, a. raV s OUP 1 r cV i 1 rve i en ❑iuUSMIWO, itr. Li..,ap ..y�� I D:T? 1 BvA?7zf HorsYgpBggCOzmSOE-UT3rW W C8ZgA4J0u?zluCgCogmlisRkTu1 b138Gydkpv NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 343 lb down and 373 lb up at 7-0-0, and 343 lb down and 373 lb up at 39-0-0 on top chord. The design/selection of such connection devices) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-9=-54, 9-11= 54, 2-10=-20 Concentrated Loads (lb) Vert: 3=-163(F) 9=-163(F) 20=-381(F) 16=-62(F) 6— 116(F) 12=-381(F) 25=-116(F) 26=-116(F) 27=-116(F) 29= 116(F) 30=-116(F) 31=-116(F) 32=-116(F) 33— 116(F) 34=-116(F) 35=-116(F) 36=-116(F) 38= 116(F) 39=-116(F) 40= 116(F) 41=-62(F) 42= 62(F) 43=-62(F) 44=-62(F) 45= 62(F) 46= 62(F) 47=62(F) 48=-62(F)49=-62(F) 50— 62(F) 51=-62(F) 52=-62(F) 53=-62(F) 54=-62(F) 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII.7473 rev. 10ID32015 BEFORE USE ' Design valid for use only with MlTeM connectors. This design Is based only upon parameters shown- and Is for an Individual building component, not r 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 n� MiT e W Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type City Ply T12025190 504602-GROZA-RAMBO 802 Half Hip Girder 1 1 Job Reference (optional) -raC,... In �n•o M90 On17 Deno 1 IIM IIS LUMDer, ,.,,, ,. .,,,r .. --...... ._.- .. ..._ ID:T?1BvA?7zfHorsYgp8ggCOzmSOE-NEJLMtGed3hVodBmCayB?2yNYv4PNTAUyD?GHlydkpr 7-8-0 --4 19-820 2-4-9 213-8-0 26085 314--37--172 4 i107-8-0 2.114 3 Scale = 1:55.2 4x5 = 6x8 MT20HS:::: NA NAILED NAILED NAILED 5.00 12 4x5 = 3x4 = 3x4 = 6x14 M NAILED Sx6 = Sx8 = 3 4 NAILE 5 NAILE NAILED 6 NAILE NAILED 7NAILE NAILED NAILED 9 29 in 31 33 34 36 8 3 40 N 2 N f 0 42 44 45 46 47 48 49 50 51 52 53 16 15 14 13 12 11 10 4x12 = 4x5 _ NAILED — 3x4 = 8x12 MT20HS = NAILED 3x6 = NAILED Sx6 = NAILED 5x8 = NAILED 4x10 II NAILED HJ026 NAILED NAILED NAILED NAILED NAILED NAILED NAILED 18-0-14 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor NO Code FBC2014fTP12007 CSI. TC 0.78 BC 0.55 WB 0.89 Matrix -MS DEFL. in (loc) I/deft Ud Vert(LL) 1.19 13-14 >314 240 Vert(TL) -1.10 13-14 >339 180 Horz(TL) -0.16 10 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 230 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 `Except' TOP CHORD Structural wood sheathing directly applied or 3-6-7 oc purlins, 8-17,3-17: 2x4 SP No.2 except end verticals. Except: BOT CHORD 2x6 SP DSS 2-7-0 oc bracing: 5-6 WEBS 2x4 SP No.2 *Except* 2-8-0 oc bracing: 6-7 9-10: 2x6 SP No.2 2-11-0 oc bracing: 4-5 3-0-0 oc bracing: 7-8 3-7-0 oc bracing: 3-4 BOT CHORD Rigid ceiling directly applied or 2-11-9 oc bracing. WEBS 1 Row atmidpt 9-11,8-12 JOINTS 1 Brace at Jt(s): 7, 4, 5, 6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=2045/0-2-12, 2=1938/0-8-0 Max Horz 2=168(LC 21) Max Uplift 10= 2225(LC 8), 2=-2035(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 4530/4868, 3-4=-4246/4638, 4-5� 6362/6925, 5-6=-7366/7980, 6-7=-7239/7828, 7-8=-5985/6462, 8-9=-3622/3905, 9-1 0=-1 874/2034 BOT CHORD 2-16=-4536/4152, 15-16=-6925/6362, 14-15_ 7973/7358, 13-14= 7828/7239, 12-13= 6536/6052, 11-12� 3905/3622 WEBS 3-16=-1424/1323, 9-11=-4159/3856, 4-16=-2342/2532, 8-11=-1503/1640, 4-15=-652/616, 8-12=-2831/2615, 5-15=-1102/1160, 7-12=-951/1045, 7-13=-1439/1322, 6-13— 421/474 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15111; B=56ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 2x4 MT20 unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate at Joint(s) 10. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 10=222512=2035. 9) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Use USP HJC26 (With 16d nails into Girder & 10d nails into Truss) or equivalent at 5-0-6 from the left end to connect truss(es) to front face of bottom chord. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03P2015 BEFORE USE. �' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown. and Is for an Individual building component• not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage• delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply T12025190 504602-GROZA-RAMBO B02 Half Hip Girder 1 1 Job Reference (optional) Tibbetts Lumber, a.13u s Sep 1 l zul / Mir i ek inausines, inc. i nu oep w i u;ov.oa cu i r raye c ID:T? 1 BvA?7zfHorsYgpBggCOzmSO E-rQskaDGGONpMQnmyIITNXGVYIJQe6wQeStlgpTydkpq NOTES- 11) Fill all nail holes where hanger is in contact with lumber. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 219 lb down and 382 lb up at 5-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) 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, 3-8=-54, 8-9= 54, 2-10=-20 Concentrated Loads (lb) Vert: 3= 151(F) 9= 89(F) 10=-49(F) 16= 105(F) 29=-63(F) 30=-63(F) 31=-63(F) 32=-63(F) 33=-63(F) 35=-63(F) 36=-63(F) 37=-63(F) 38=-63(F) 39= 63(F) 40=-63(F) 41=-63(F) 42=-40(F)43=-40(F) 44=-40(F) 45=-40(F) 46_ 40(F) 47=-40(F) 48=-40(F) 49=-40(F) 50=-40(F) 51=-40(F) 52=-40(F) 53=-40(F) ® WARNING. Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITekG connectors. This design Is based oNy upon parameters shown, and Is for an Individual bullding component, not �' a truss system. Before use, the building designer must verify the applicablliry of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual Iruss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312. Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Qty Ply T12025191 504602-GROZA-RAMBO B03 Roof Special 1 1 Job Reference (optional) Tibbetts Lumber, o—v � oup ! �v , omar „ , , . y I D:T? 1 BvA?7zf HorsYgp8ggCOzmSOE-np_U_vlXw_34f5wLtj W rdhavf6?3ar2weAEwuMydkpo 13.4.13 19-9-12 -1-0-0 6-6-0 11-6-4 2-7-11 15-6-D 17-11-3 8-8- 24-4-0 31-3-12 5-0-4 1-1-7 -9- 2.3-3 2-3-3 -9- 1-1.7 4-6-4 6-11-12 Scale = 1:55.5 5x6 = 5.00 12 3x8 !�- 2x4 11 7x8 = 3x4 = 7x8 = 7x8 = 11-6-4 24-4-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/fP12007 CSI. TC 0.72 BC 0.93 WB 0.82 Matrix -AS DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in (loc) Well Ud 0.61 13-14 >615 240 -0.73 13-14 >512 180 0.10 11 Na n/a -0.18 13-14 578 360 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 183lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 `Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 9-10: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 `Except' WEBS 1 Row at midpt 9-11 12-14: 2x6 SP DSS JOINTS 1 Brace at Jt(s): 16 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) 11=1268/0-2-12, 2=1308/0-8-0 Max Horz 2=240(LC 11) Max Uplift 11=-1089(LC 12), 2= 1176(LC 12) Max Grav 11=1366(LC 2), 2=1394(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3096/4271, 3-4=-2642/3316, 4-5— 2231/2873, 5-6=-640/462, 6-7= 637/464, 7-8=-2228/2877, 8-9=-2619/3282 BOT CHORD 2-15=-4081/2843, 14-15=-4066/2842, 13-14=-2892/2322, 12-13= 3733/2744, 11-12=-3748/2744 WEBS 3-15= 476/237, 3-14=-805/1312, 4-14= 10921794, 5-16— 2835/3796, 7-16= 2835/3796, 8-13=-1074/772, 9-13=-749/1039, 9-12= 356/229, 9-11= 2898/3925 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-1-0-11 to 3-11-5, Interior(1) 3-11-5 to 15-8-0, Exterior(2) 15-8-0 to 20-8-0, Interior(1) 24-4-0 to 31-2-0 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 8-9, 5-16, 7-16 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=1089, 2=1176. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. 10MI2015 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 Im �� a truss system. Before use, the bullding designer must verify the appilcablilfy of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek7 Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery. erection and bracing of trusses and truss systems, seeANSUTPii Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty ply T12025192 504602-GROZA-RAMBO B04 Roof Special 1 1 Job Referenceo (optional) c,.., an 4n.On.�7On! r D�„e 1 I IbbettS Lumber, � �F , , ,.,, , ,. - ID:T?l BvA?7zfHorsYgp8ggCOzmSOE-jB6EPbJnSbJouO4j_8YJi6gH2wih2oWD5UjlyEydkpm 13-4-13 19-9-12 -1-0-0 6-6-0 11-6-4 1 -2- 4 14-10-8 16-S•11 17-11-3 19-1-2 22-4-0 26-9-14 31-3.12 1-0-0 6.6-0 5-0-4 -8.1 1-5-11 1-7-0 1-5-11 1-1.14 2.6-4 4-5-14 4-5-14 1-1-14 0-8-10 Scale = 1:55.5 45 = 4x5 = 3x6 = 1 3x6 3x6 = 2x4 11 7x8 = 3x4 = 7x8 = 6k6 - 16-5-8 LOADING (psf) TOLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/fP12007 CSI. TC 0.60 BC 0.86 WB 0.63 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) -0.31 15-16 >999 240 Vert(TL) -0.65 15-16 >572 180 Horz(TL) 0.09 13 n/a n/a Attic -0.16 15-16 626 360 PLATES GRIP MT20 244/190 Weight: 190Ito FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 `Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-7,10-12: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 `Except` WEBS 1 Row at midpt 5-8, 11-13 14-16: 2x6 SP DSS MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13=1253/0-2-12, 2=1303/0-8-0 Max Horz 2=268(LC 12) Max Uplift 13=-608(LC 12), 2=-679(LC 12) Max Grav 13=1384(LC 18), 2=1550(LC 18) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3400/1638, 3-4=-2704/1288, 4-5=-2307/1225, 5-6= 30/529, 6-7= 43/593, 7-8=-31/515, 8-9=-2326/1227, 9-10=-2771/1330, 10-11=-2557/1288 BOT CHORD 2-17=-1707/3249, 16-17=-1707/3249, 15-16=-1157/2454, 14-15=-1324/2646, 13-14=-850/1432 WEBS 3-16= 879/624, 4-16=-1771776, 5-18= 3012/1342, 18-19= 3009/1347, 8-19_ 3024/1352, 9-15= 290/1026, 10-15=-751/404, 10-14= 1144/535, 11-14=-612/1501, 11-13-1 842/1100 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170Mph (3-second gust) Vasd=132mph; TCDL--1.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-11 to 3-11-5, Interior(1) 3-11-5 to 14-10-8, Exterior(2) 14-10-8 to 16-5-8, Interior(1) 21-5-8 to 22-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 4-5, 8-9, 9-10, 5-18, 18-19, 8-19 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-16 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 13=608, 2=679. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev, 10/03/2015 BEFORE USE. �' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSt Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12025193 504602-GROZA-RAMBO B05 Roof Special 1 1 Job Reference (optional) I mDeIIS LUMDer, .,., .,ter �„ ...,.. ................ ...... ...- --r .. . _._ ...- -- .. _� _ . ID:T?1 BvA?7zfHorsYgp8ggCOzmSOE-BmoN2dMfkWhNlsplgG5OKk1oR7omF7igoSxhZZydkp. -1_n_n r.a-n 12-10-8 18-5.8 1 20-4-0 , 25-8.2 , _ 31-3.12 6-6-0 5-4-2 Scale = 1:55.5 4x8 = 4x5 = 4 2021 22 235 645 = 2x4 II 3x6 = 14 13 11 w a 3x6 2x4 11 3A = 3x4 = 3x8 = .. 4x8 = 3x6 11 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CS]. TC 0.59 BC 0.58 WB 0.66 Matrix -AS DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) I/defl Ud 0.20 13-14 >999 240 -0.33 13-14 >999 180 0.10 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 176 lb Fr = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 8-10 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1143/0-2-12, 2=1221/0-8-0 Max Horz 2=319(LC 12) Max Uplift 9=-670(LC 12), 2=-732(LC 12) Max Grav 9=1143(LC 1), 2=1231(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2373/1734, 3-4=-1805/1422, 4-5= 1607/1348, 5-6=-1740/1418, 6-7=-1165/921, 7-8— 1165/921, 8-9=-1095/938 BOT CHORD 2-14=-184612191, 13-14=-1846/2191, 11-13=-137211612, 10-11=-1412/1736 WEBS 3-13=-679/519, 4-13=-153/395, 5-11= 285/466, 6-11— 352/314, 6-10=-755/650, 7-10=-335/415, 8-10=-1181/1499 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.opsf; h=15ft; B=56ft; L=50ft; eave=6ft Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-0-11 to 3-11-5, Interfor(1) 3-11-5 to 12-10-8, Extedor(2) 12-10-8 to 20-4-0, Interior(1) 20-4-0 to 31-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate at Joint(s) 9. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 9=670, 2=732. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 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, n, a Truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is To prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12025194 504602-GROZA-RAMBO B06 Roof Special 1 1 Job Reference (optional) I IDDeLIS Lumber, —F ".I —I— ' I D:T? 1 BvA?7zfHorsYgp8ggCOzmSOE-49v7SINwG7x5?9yhnh8UP9N5_xW Gj51yFmQodSydkph r1-0-q 5-9-2 10-10-8 15-8.8 20.6-8 22-8-0 , 28-7-8 31-3-12 5-1-6 4-10-0 4-10-0 2.1-8 5-11-8 2-8-4 Scale = 1:55.6 5x6 = 3x4 = 2x4 11 5x6 = 5x6 = 7 22 23 824 9 15 14 1C 11 10 3x8 = 2x4 1! 3x8 = 3x8 MT20HS = 4x8 = 6x6 = 3x4 = 10-1 28-7-8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.78 BC 0739 WB 0.42 Matrix -AS DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) Udefl Ud 0.51 12-14 >673 240 -0.40 12-14 >857 180 -0.08 11 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 183lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 7-12, 7-11 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1118/0-8-0, 11=1245/0-4-0 Max Harz 2=369(LC 12) Max Uplift 2=-1292(LC 12), 11=-1357(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2133/3720, 3-4=-1720/3082, 4-5=-1548/2956, 5-6=-1331/2466, 6-7_ 1475/2740 BOT CHORD 2-15=-3761/1918, 14-15=-3761/1918, 12-14=-2952/1589, 11-12=-1646/883 WEBS 3-15=-254/150, 3-14=-421/830, 4-14= 862/409, 5-12=-360/57016-12= 696/1217, 7-12=-2440/1224, 7-11 =-1 197/2228, 8-11=-293/368 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft eave=6ft; Cat. II; Exp C; Encl., GCpi=o.18; MW FRS (directional) and C-C Exterior(2)-1-0-11 to 3-11-5, Intedor(1) 3-11-5 to 10-10-8, Exterior(2) 10-10-8 to 15-8-8, Interior(1) 20-6-8 to 31-2-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1292,11=1357. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek6 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 applicabflity of design parameters and properly Incorporate this design Into file overall design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW building prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Job Truss Truss Type Qty Ply T12025195 504602-GROZA-RAMBO 807 Roof Special 1 1 Job Reference (optional) ribbetts Lumber, 8.130 s Sep 112017 MITek Industries, Inc. Thu Sep 14 10.34.45 2017 Page 1 ID:T?l BvA?7zfHorsYgp8ggCOzmSOE-UkbG5KQoZ2JfsdhGSphB1 o?cyBXCwRSPxkfSEmydkpe 1-0-Q 5-6-11 8-10-8 13-8.8 18.6.8 24-8-0 28-7-8 31-3-12 1-0-0 5.6-11 3-3-13 4-10-0 4-10-0 6-1-8 3-11-8 2-8-4 Scale=1:55.5 5x8 = 3x4 = 2x4 11 7 22 823 24 9 3x6 = 3x8 = 3x6 = 3x4 = 3x8 = 6x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.57 13-15 >605 240 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.43 13-15 >793 180 BC LL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(TL) -0.09 11 n/a n/a BC DL 10.0 Code FBC2014/TP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1119/0-8-0, 11=1244/0-4-0 Max Horz 2=420(LC 12) Max Uplift 2=-1284(LC 12), 11=-1365(LC 12) PLATES GRIP MT20 244/190 Weight: 187lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. . WEBS 1 Row at midpt 6-12, 7-12, 7-11 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2104/3597, 3-4=-1873/3379, 4-5=-1714/3216, 5-6=-183913285, 6-7=-645/1009 BOT CHORD 2-15_ 3727/1890, 13-15=-3643/1947, 12-13= 3471/1829, 11-12=-1077/557 WEBS 3-15_ 288/398, 4-15=-1022/492, 5-15=-297/314, 6-13=726/341, 6-12= 1504/2836, 7-12=-1761/856, 7-11=-1089/2110, 8-11= 263/344 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDLr5.Opsf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-11 to 3-11-5, Interior(1) 3-11-5 to 8-10-8, Extedor(2) 8-10-8 to 13-8-8, Intedor(1) 18-6-8 to 31-2-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1284,11=1366. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING. Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03,2015 BEFORE USE. �' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12025196 504602-GROZA-RAMBO BOB Roof Special 1 1 Job Reference (optional) Tibbetts Lumber, 8.130 S Sep 11 2011 MI I eK industries, Inc. Thu Sep 14 1 u:34:4t 2ul / I 6-10-8 ID:T?l Scale = 1:55.6 5x6 = 3x4 = 2x4 11 7 823 9 3x8 = 3x4 = 3x8 MT20HS = 3x4 = 4x12 = 6x6 = 3x4 = 28-7-8 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014rrPl2OO7 CSI. TC 0.94 BC 0.68 WB 0.96 Matrix -AS DEFL. Vert(LL) Vert(TL) Horz(TL) in (foe) I/defl Ud 0.71 13-15 >487 240 -0.55 13-15 >620 180 -0.09 11 n1a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 190 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. WEBS 2x4SPNo.2 WEBS 1 Row atmidpt 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1120/0-8-0, 11=1248/0-4-0 Max Harz 2=470(LC 12) Max Uplift 2=-1272(LC 12), 11=-1379(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2078/3551, 3-4=-1875/3418, 4-5=-2494/4225, 5-6— 1237/1940, 6-7— 1250/2132 BOT CHORD 2-15=-3687/1850, 13-15=-4379/2405, 12-13= 4523/2489, 11-12= 452/240 WEBS 3-15=-1019/518, 4-15=-623/802, 5-13_ 449/209, 5-12= 1603/2867, 6-12=-367/457, 7-12=-2755/1483, 7-11=-970/1781 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.opsf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-1-0-11 to 3-11-5, Interior(1) 3-11-5 to 6-10-8, Exterior(2) 6-10-8 to 11-8-8, Interior(1) 16-6-8 to 26-8-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1272, 11=1379. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. A WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev. 10/012015 BEFORE USE. Design valid for use only wlTh MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component not �' a IfUS3 system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW is always required for stability and to prevent collapse wish possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. - Tampa, FL 33610 Job Truss Truss Type Oty Ply T12025197 504602-GROZA-RAMBO 909 Roof Special Girder 1 1 1 Job Reference (optional) Tibbetts Lumber, 8.130 S Sep 11 2017 MiTek Industries, Inc. Thu Sep 14 10:34:50 2017 Page 1 ID:T?l BvA?7zfHorsYgp8ggCOzmSOE-rh0981 UxObyyyOZDFMHMkriTl9DMbcV850MDw_ydkpZ 1-0- 5-0-0 9-10-0 14-8-0 21-7-4 28-6-8 31-3-12 0- 5-0-0 4-10-0 4-10-0 6-11-4 6-11.4 2-9-4 4x8 = Scale=1:62.2 2x4 11 722 15 — " 14 13 it 10 9 4x5 = 2x4 11 NAILED 5x8 = 6x14 MT20HS = 4x6 = 3x4 = 6x6 NAILED 2x4 11 5-0-0 9-10-0 1 14-8-0 , 21.7-4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014lTP12007 CSI. TC 0.73 BC 0.56 WB 0.83 Matrix -MS DEFL. in (loc) I/defl Ud Vert(ILL) 0.55 13 >678 240 Vert(TL) -0.83 11-13 >452 180 Horz(TL) 0.15 9 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 184lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc puriins, 3-5: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 8-9, 5-11, 6-10, 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 9=1233/0-2-12, 2=1592/0-8-0 Max Horz 2=518(LC 25) Max Uplift 9= 776(LC 8), 2— 957(LC 8) Max Grav 9=1272(LC 29), 2=1592(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3259/1807, 3-4=-4520/2502, 4-5=-4520/2502, 5-6=-1962/909, 6-7=-488/184 BOT CHORD 2-15=-2056/2950, 14-15=-2053/2961, 13-14= 2842/4840, 11-13= 2847/4834, 10-11= 1105/1829, 9-10=-245/411 WEBS 3-15=0/292, 3-14=-874/1704, 4-14=-376/389, 5-14=-979/602, 5-11=-3217/1823, 6-11=-470/1115, 6-10= 1762/1065, 7-10— 545/1113, 7-9= 1298/772 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft; eave=611; Cat. II; Exp C; Encl., GCpi=0.18; MIN FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=776,2=957. 9) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 248 lb down and 338 lb up at 5-0-0 on top chord, and 115 lb down and 51 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/iEK REFERANCE 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 appllCability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610. Job Truss Truss Type Oty Ply T12026197 504602-GROZA-RAMBO B09 Roof Special Girder 1 1 Job Reference (optional) I ibbetts Lumber, LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7= 54, 7-8=-54, 9-16= 20 Concentrated Loads (lb) Vert: 3=-151(B) 15=-105(B) 19=-63(B) 20=-63(B) 23=-40(B) 24=-40(B) a.l JU 5 oep I I eu If IVII I er mQubumb, IIru. I Ilu oep !' Iu:o•f.au Gv 1 r raye c ID:T?i BvA?7zfHorsYgpBggCOzmSOE-rh09B1 UxObyyyOZDFMHMkriTl9DMbcV850MDw_ydkpZ ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use oNy with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual bu[IdIng 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 eW MiT Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Mexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12025198 504602-GROZA-RAMBO C01 Hip 1 1 Job Reference (optional) Tibbetts Lumber, 8.13u s Sep r1 21Ji I MI I eK mausines, Inc. I nu Sep iw iu:,54:oa zui I rage ID:T? 1 BvA?7zfHorsYgp8ggCOzmSOE-FG4Hm3W pgW KXpslowVg3LUKzPNEco_gan_btWJydkp'A 6-8-9 5x6 = 3x6 = Scale = 1:54.5 9 tf r b 3x6 = 2x4 11 5x6 = 4x8 = 3x6 11 21-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014fTP12007 CSI. TC 0.83 BC 0.59 WB 0.81 Matrix -AS DEFL. in Vert(LL) 0.29 Vert(TL) 0.22 Horz(TL) -0.08 (loc) Well L/d 7-8 >999 240 7-8 >999 180 6 Na n/a PLATES GRIP MT20 244/190 Weight: 154 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3-7, 4-7, 5-7, 5-6 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=946/0-8-0, 6=918/0-3-8 Max Harz 1=530(LC 12) Max Uplift 1=-1004(LC 12), 6=-1154(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 1755/2868, 2-3=-1160/1928, 3-4=-483/756, 4-5_ 372/805, 5-6=-890/1847 BOT CHORD 1-9=-3155/1555, 8-9= 3140/1551, 7-8=-2092/999 WEBS 2-9= 519/263, 2-8=-603/1225, 3-8=-1085/474, 3-7= 818/1684, 5-7=-1913/882 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft; eave=6ft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 21-0-0, Exterior(2) 21-0-0 to 25-2-4 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=1004, 6=1154. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED mTEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design void for use only with MiTekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate flits design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing �/� T 6dflf eW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPiI Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sulte 312. Alexandria. VA 22314, Tampa, FL 33610 Job Truss Truss Type city Ply T12025199 504602-GROZA-RAMBO CO2 HALF HIP 1 1 Job Reference (optional) Tibbetts Lumber, 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 14 10:34:55 2017 ID:T?l BvA?7zfHorsYgp8ggCOzmSOE-CfC2BIX3C7aF29SB2vtXQVPGkAu7GtotEl4_I 7-11-7 14-10-3 14-10-4 19-0-0 23-1-12 25-4-0 , 7_11_7 8-10-12 0- -1 4-1-12 4-1-12 ' 2-2-4 ' 5x8 = 2x4 11 4x8 = Scale = 1:53.2 4 18 5 6 5.00 F12 1 e 0 1i 10 9 8 7 3x8 = 2x4 11 4x6 3x6 = 3x12 I] 8x8 = 7-11-7 14-10-4 19-0.0 23-1-12 25-4-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/fP12007 CSI. TC 0.97 BC 0.65 WB 0.89 Matrix -AS DEFL. in Vert(LL) 0.56 Vert(TL) -0.56 Horz(TL) -0.06 Attic -0.11 (loc) I/defl Ud 9-11 >538 240 9-11 >539 180 7 rda n/a 8-9 912 360 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 178lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied. 7-10: 2x6 SP DSS WEBS 1 Row at midpt 6-7, 7-12 WEBS 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 7=1296/0-3-8, 1=1051/0-8-0 Max Harz 1=482(LC 12) Max Uplift 7=-543(LC 12), 1=-805(LC 12) Max Grav 7=1545(LC 2), 1=1051(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2254/2976, 2-3= 1545/1554, 3-4= 1733/474, 4-5= 2977/2094, 5-6=-2914/2048, 6-7=-2650/1873 BOT CHORD 1-11=-3212/2047, 9-11=-3190/2040, 8-9=-1676/1362, 7-8=-167211361 WEBS 2-11=-825/398, 2-9= 897/1739, 3-9=-1097/565, 3-13=-1772/3191, 12-13= 1727/3211, 8-12=-1037/947, 5-12=-236/300, 4-13=0/475, 4-12= 1925/1597, 7-12=-4044/4969, 6-12=-2778/3953 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, interior(1) 5-0-0 to 19-0-0, Exterior(2) 19-0-0 to 25-2-4 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.0Ib AC unit load placed on the interior chord, 19-0-0 from left end, supported at two points, 2-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise Indicated. 6) The Fabrication Tolerance at joint 12 = 8% 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) Ceiling dead load (5.0 psf) on member(s). 3-13, 12-13 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 8-9 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 7=543, 1=805. 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based ody upon parameters shown, and is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty, Ply T12025200 504602-GROZA-RAMBO CO3 HALF HIP 1 1 Job Reference (optional) Tibbetts Lumber, B.Tau s Sep 11 Zu1 I MI l eK mausines, Inc. i nu Sep 14 1 v:34:58 zv r r rdye I D:T? 1 BvA?7zfHorsYgpBggCOzmSOE-cEtApmayV2ypvdBmj2QE2X1 quOx5TExJxFIeCW ydkpR 15-0-9 7-11-7 14-10-3 14- -4 17-0-0 20-1-12 23.1-12 25-4.0 7-11-7 6-10-12 0- -1 1-11-6 3-1-12 3-0-0 2-2.4 n.a-4 1 0 5.00 F12 3x4 10 4x8 = Scale = 1 A9.4 4x5 = 2x4 11 4x6 = 4 5 6 20 7 3x6 = 2x4 11 . 5x6 = 3x4 = 3x12 11 8 6x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/fP12007 CSI. TC 0.78 BC 0.64 WB 0.80 Matrix -AS DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in (loc) I/defl Ud 0.35 10-12 >867 240 -0.62 10-12 >489 180 0.06 8 n/a n/a -0.12 9-10 821 360 PLATES GRIP MT20 244/190 Weight: 1771b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP No.2 'Except` BOT CHORD Rigid ceiling directly applied. 8-11: 2x6 SP DSS WEBS 1 Row at midpt 2-10, 8-14 WEBS 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 13, 15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1295/0-3-8, 1=104910-8-0 Max Horz 1=430(LC 12) Max Uplift 8=-252(LC 12), 1=-361(LC 12) Max Grav 8=1673(LC 18), 1=1229(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2619/935, 2-3=-1682/425, 3-4_ 683/175, 4-5=-1373/1612, 5-6= 1691/3479, 6-7=-1607/3349, 7-8=-800/1759 BOT CHORD 1-12=-1268/2470, 10-12=-1267/2461, 9.10=-573/1520, 8-9= 574/1549 WEBS 2-12=-74/408, 2-10— 1046/773, 3-10_ 137/609, 3-13=-1653/1184, 13-15=-1605/1198, 14-15= 3135/1948, 9-14=-179/1045, 4-13=0/303, 7-14=-3777/1812, 8-14=-4228/1565, 4-15= 1613/790,5-15=0/697,5-14=-2035/348 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-0-0, Extefior(2) 17-0-0 to 24-0-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.01b AC unit load placed on the interior chord, 19-0-0 from left end, supported at two points, 2-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 3-13, 13-15, 14-15 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 9-10 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Gt=lb) 8=252,1=361. 10) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. Tnls design Is based only upon parameters shown, and Is for an Individual building component, not a 1nSS system. Before use, the building designer mast verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek7 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply T12025201 504602-GROZA-RAMBO C04 HALF HIP 1 1 Job Reference (optional) I IbbettS Lumber, a. I OU s OUP I 1 cv, r IVII I UN II IUUMI ICJ, II— I I IU Vup 1• I V— - I cv , rayc 1 ID:T?i BvA?7zfHorsYgpeggCOzmSOE-OpZJSocgozKOm4vLOAzxgAflEbySgZKIdDXJorydkpO 1-0-0 7-9-0 14-10-4 15rQ-0 19-0-0 23-1-12 25-4-0 1-0 00 7-9-0 7-1-4 0- -12 4-0-0 4-1-12 2-2-4 �1 0 Sx6 = Scale = 1:46.4 46 = 2x4 II 4x6 = 4 5 ig 20 6 7 3x6 = 5x6 = 2x4 11 3x4 = 3x12 11 3x8 = 7-9-0 14-10-4 15 0-0 23-1-12 25-4-0 7-9-0 7-1-4 0 -12 8-1-12 Plate Offsets (X Y)-- f2'0-6-5 0-1-151 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 0.90 Vert(LL) 0.34 10-12 >888 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.59 10-12 >510 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz( L) 0.06 8 n/a n/a BCDL 10.0 Code FB02014/fP12007 Matrix -AS Attic -0.12 9-10 833 360 Weight: 177lb FT = 20% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x6 SP No.2 *Except` 8-11: 2x6 SP DSS WEBS 2x4 SP No.2 REACTIONS. (lb/size) 8=1296/0-3-8, 2=1109/0-8-0 Max Horz 2=420(LC 12) Max Uplift 8=-236(LC 12), 2=-464(LC 12) Max Grav 8=1649(LC 18), 2=1280(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-10, 13-14, 8-14 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2615/1050, 3-4=-1669/460, 4-5=-1009/27, 5-6� 135313119, 6-7=-1328/3028, 7-8=-645/1575 BOT CHORD 2-12=-1334/2455, 10-12=-1334/2455, 9-10=-509/1461, 8-9= 498/1426 WEBS 3-12=-47/406, 3-10=-1051/876, 10-13=-128/583, 4-13=-60/586, 14-15=-1495/1535, 9-14= 223/1093, 6-14= 314/273, 7-14=-3390/1487, 8-14=-4027/1405, 4-15=-1641/1688, 5-15=0/601, 5-14=-3176/366 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-11 to 3-11-5, Interior(1) 3-11-5 to 15-0-0, Exterior(2) 15-0-0 to 22-0-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.01b AC unit load placed on the interior chord, 19-0-0 from left end, supported at two points, 2-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 13-15, 14-15 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 9-10 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=236, 2=464. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE 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 inrss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T12025202 504602-GROZA-RAMBO C05 HALF HIP 1 1 Job Reference (optional) Tibbetts Lumber, 1-0-0 3x6 = 6. I3O s oep I I eu i i rvll i en nruuouieo, n C. 1 vGP it i v. . ID:T?1 BvA?7zfHorsYgpBggCOzmSOE-ROES4gej5ujzeYev4lXeloHgoo_t( 0.4 4x9 = 2x4 11 4-1-12 Scale=1:44.2 4x12 = 2x4 11 6x6 = 22 S b 23 2x4 11 4x6 = 3x4 = 3x4 = 23-1-12 3x12 II 6x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014lTPI2007 CSI. TC 0.88 BC 0.61 WB 0.57 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) 0.31 11-12 >979 240 Vert(TL) -0.60 11 >506 180 Horz(TL) 0.06 9 n/a n/a Attic -0.12 10-11 809 360 PLATES.. GRIP MT20 2441190 Weight: 185 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP No.2 'Except` BOT CHORD Rigid ceiling directly applied. 9-13: 2x6 SP DSS WEBS 1 Row at midpt 15-16, 9-16, 6-16 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) 9=1296/0-3-8, 2=1109/0-8-0 Max Harz 2=369(LC 12) Max Uplift 9= 224(LC 12), 2=-476(1-C 12) Max Grav 9=1627(LC 18), 2=1269(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2556/1089, 3-4=-1872/688, 4-5=-1602/524, 5-6=-1805/637, 6-7— 1184/2831, 7-8=-1157/2726, 8-9=-496/1275 BOT CHORD 2-14=-1308/2382, 12-14=-1308/2382, 11-12=-730/1714, 10-11— 505/1569, 9-10=-493/1525 WEBS 3-14=-16/315, 3-12=-785/674, 4-12=-503/751, 4-11=-449/633, 15-17= 635/892, 16-17=-629/890, 10-16= 208/1166, 7-16=-313/272, 8-16=-2982/1266, 9-16=-3806/1228, 6-17=0/435, 6-15=-1039/878, 6-16=-3853/816 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-11 to 3-11-5, interior(1) 3-11-5 to 13-0-0, Exterior(2) 13-0-0 to 20-0-14 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.01b AC unit load placed on the interior chord, 19-0-0 from left end, supported at two points, 2-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 15-17, 16-17 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 10-11 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) except Qt=lb) 9=224, 2=476. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and [star an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12025203 504602-GROZA-RAMBO C06 Half Hip 1 1 Job Reference (optional) I IDDens LUMDer, 1-0-0 I D:T? 1 BvA?7zf HorsYgp8ggCOzmSOE-NmMCV W gzdVzhtsol BjZ7N DN FJchNLy3UmVE3U3ydkpJ 4x8 = 4 16 3x4 = 5 17 Scale = 1:44.5 3x4 11 6 11 - - / 3x4 = 2x4 11 3x4 = 3x4 = 3x4 = 6x6 = 5-9-14 11-0-0 18-2-0 25-4-0 5-9-14 5-2-2 7-2-0 7-2-0 Plate Offsets (X Y)-- r4.0-5-4 0-2-01 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.12 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.20 8-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code FBC2014fFP12007 Matrix -AS Weight: 133 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.2 WEBS REACTIONS. (ib/size) 7=921/0-3-8, 2=1000/0-8-0 Max Horz 2=319(LC 12) Max Uplift 7=-549(LC 12), 2= 601(LC 12) Max Grav 7=921(LC 1), 2=1024(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1848/1402, 3-4=-1404/1095, 4-5=-1081/884 BOT CHORD 2-11 =-1 56511722, 10-11 =-1 565/1722, 8-1 0=-1 101/1257, 7-8= 884/1081 WEBS 3-10=-532/516, 4-10— 164/385, 4-8=-274/259, 5-8— 55/395, 5-7=-1256/1027 Structural wood sheathing directly applied, except end verticals Rigid ceiling directly applied. 1 Row at midpt 4-8, 5-7 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-11 to 3-11-5, Interior(1) 3-11-5 to 11-0-0, Exterior(2) 11-0-0 to 18-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=549, 2=601. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111I1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/1FI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type city Ply T12025204 504602-GROZA-RAMBO C07 HALF HIP 1 1 Job Reference (optional) ribbefts Lumber, t060 s Sep 1 T zut t MI I eK Industries, inc. i nu Sep i4 i a:3a:0a 20! r Faye i ID:T?i BvA?7zfHorsYgp8ggCOzmSOE-J9UywBhDB7DO69yhJ8cbSeSYBQKxpgJnEpjAYxydkpH 1-0-0 5-8-11 9-0-0 17-2-0 25-4-0 1-0-0 5-8-11 3-3-5 8-2-0 8-2-0 4x8 16 3x4 = 17 18 5 19 Scale = 1:44.4 3x4 = 3x6 = 3x4 = 3x4 = 3x4 = 6x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(L-) 0.15 8-10 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.30 10-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(TL) 0.08 7 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4SIDNo.2 WEBS REACTIONS. (lb/size) 7=919/0-3-8, 2=1002/0-8-0 Max Horz 2=268(LC 12) Max Uplift 7=-541(LC 12), 2=-609(LC 12) Max Grav 7=919(LC 1), 2=1009(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1782/1442, 3-4= 1664/1229, 4-5= 1435/1140, 6-7=-188/253 BOT CHORD 2-10=-153211607, 8-10=-120211429, 7-8=-1140/1435 WEBS 3-10=-277/402, 4-10=-141/367, 5-8=0/346, 5-7=-1527/1216 25-4-0 8-2-0 PLATES GRIP MT20 244/190 Weight: 125 lb FT = 20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 4-8, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-11 to 3-11-5, Interior(1) 3-11-5 to 9-0-0, Exterior(2) 9-0-0 to 16-0-14 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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 at joint(s) except Qt=lb) 7=541, 2=609. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MO-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 Bi4s design into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iVLiTew prevent Is always required for stability and to prevent collapse with possible personal Injury and ptoperty damage. for general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Safety information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Truss I Truss Type I Qty I Ply T12025205 504602-GROZA-RAMBO I COB I HALF HIP GIRDER ?tts Lumber, 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 14 10:35:11 2017 Page 1 ID:T?1BvA?7zfHorsYgpBggCOzmSOE-kk95YDk6R2bzzdgG_H914H43DdORO7EEwnyg9GydkpE 1-0-0 7-0-0 13-1-15 19-2-1 25-4.0 1-0-0 7-0-0 6-1-15 6-0-3 6-1-15 Scale = 1:44.4 NAILED NAILED NAILED 5x8 = _ _ NAILED NAILED 3x4 NAILED NAILED 5x8 = NAILED NAILED 3x4 s nn � 3 14 15 16 4 17 18 19 5 20 21 6 V NAILED NAILED NAILED NAILED V NAILED NAILED I 3x8 = 2x4 16x8 MT20HS = 3x4 = 6x6 = NAILED NAILED NAILED 13-1-15 25-4-0 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014frP12007 CSI. TC 0.76 BC 0.55 WB 0.80 Matrix -MS DEFL. in Vert(LL) 0.32 Vert(TL) -0.50 Horz(TL) 0.14 (loc) I/defl Ud 9 >945 240 9-10 >603 180 7 n/a n/a PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 122 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc pudins, 5-6: 20 SP No.2 except end verticals. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-8-1 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 4-8, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 7=2190/0-3-8, 2=1912/0-8-0 Max Harz 2=218(LC 8) Max Uplift 7= 1322(LC 8), 2= 1209(LC 8) FORCES. (lb) - Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 4067/2429, 3-4=-4590/2758, 4-5=-3362/1978, 6-7=-370/375 BOT CHORD 2-10=-2305/3684, 9-10=-2311/3711, 8-9= 2775/4596, 7-8=-1966/3317 WEBS 3-1 0=-1 31/653, 3-9=-525/1050, 4-9=-143/356, 4-8— 1375/888, 5-8=-242/964, 5-7=-3636/2156 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph;.TCDL=42psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft; eave=6fh Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=1322, 2=1209. 8) "NAILED" Indicates 3-1 Od (0.148"x3") or 3-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 210 lb down and 373 lb up at 7-0-0 on top chord, and 381 lb down and 250 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASES) 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, 3-6=-54, 7-11=-20 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the twllding designer must verity the applicability of design parameters and properly Incorporate Oils 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 pg T AVA� eW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T12025205 504602-GROZA-RAMBO COB HALF HIP GIRDER 1 1 Job Reference (optional) Tibbetts Lumber, t1.1 au's Sep 1> eui 1 Mi r ek industries, utu. inu Sep i w i U.Go: 1! cU r 1 raye c ID:T?1BvA?7zfHorsYgpBggCOzmSOE-kkg5YDk6R2bzzdgG_H914H43odOR07EEwnyg9GydkpE LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3= 163(B) 5=-116(B) 6= 139(B) 7=-72(B) 9=-62(B) 10=-381(B)4= 116(13) 8=-62(B) 14= 116(B) 16=-116(B) 18= 116(B) 19=-116(B) 20=-116(B) 21=-116(B) 22=-62(B) 23= 62(B)24=-62(B) 25=-62(B) 26=-62(B) 27=-62(B) ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M0T ele is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, AJexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T12025206 504602-GROZA-RAMBO CJ1 Corner Jack 18 1 Job Reference (optional) Tibbetts Lumber, S. I Oa S OUP l r cU v rvn i en inuwu iee, Mr. 1 "Li 6P ,-' ,v., "u ID:T?1 BvA?7zfHorsYgp8ggCOzmSOE-g7HrzvlMzfrhDwge5hBm9i9YIRBGUDCW N5RxE9ydkpC -1-0-0 1-0-0 1-0-0 1-0-0 2x4 = m d 0 a 6 Scale = 1:6.5 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. 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=7/Mechanical, 2=12410-8-0, 4=-1/Mechanical Max Harz 2=66(LC 12) Max Uplift 3=-5(LC 9), 2=-159(LC 12), 4=-1(LC 1) Max Grav 3=11(LC 17), 2=125(LC 17), 4=24(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=159. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. f0/03/2015 BEFORE USE. � Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a muss 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 MiiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and truss systems, seeANSi/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12025207 504602-GROZA-RAMBO CJ2 Jack -Open 8 1 Job Reference (optional) Tibbetts Lumber, B.13u s Sep n zui / Mi i ek inausmes, inc. Thu Sep i 4 i u;ao; i 5 za i raye i ID:T?1BvA?7zfHorsYgp8ggCOzmSOE-cVPcOancVG5PSE_1D6EEE7EunEtky7hprPw211ydkpA -1-0-0 1-0-1 1 0 0 -- 1-0-1 0 0 0 2x4 = Scale = 1:6.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) f/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(L-) 0.00 5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-1 oc purtins. 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=7/Mechanical, 2=124/0-4-0, 4=-1/Mechanical Max Horz 2=66(LC 12) Max Uplift 3=-5(LC 9), 2= 159(LC 12), 4=-1(LC 1) Max Grav 3=11(LC 17), 2=125(LC 17), 4=23(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, 4 except Qt=lb) 2=159. ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7473 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 IRMS 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 tVBiTW 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 irusses and truss systems, seeANSI/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 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply. T12025208 504602-GROZA-RAMBO CJ3 Corner Jack 14 1 Job Reference (optional) Tibbetts Lumber, tt.l:tu s Sep 11 201 / nnr Tek mausuies, inc. i nu Sup i4 r a;ao: i r 20 a rayu r ID:T? 1 BvA?7zfHorsYgp8ggCOzmSOE-YuXMpGoti uL7hY8PKXGiKYKD02XZQOB61jP9Nwydkp8 1-0-0 3-0-0 1.0-0 3-0-0 7 o N 3x4 = Scale = 1:10.8 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 11 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=64/Mechanical, 2=176/0-8-0, 4=35/Mechanical Max Horz 2=115(LC 12) Max Uplift 3=-74(LC 12), 2= 217(LC 12), 4= 51(LC 9) Max Grav 3=67(LC 17), 2=176(LC 1), 4=50(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purtins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat.' II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=217. ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M1I.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stabllltyand to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPIi Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T12025209 504602-GROZA-RAMBO CJ5 Corner Jack 10 1 Job Reference (optional) Tibbetts Lumber, 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 14 10:35:19 2017 Page 1 I D:T? 1 BvA?7zfHorsYgpBggCOzmSOE-VGe7Dyg7ZVcrxrHoSylAPzPSwr5cuwhPml uFRoydkp6 1-0-0 5-0.0 1-0.0 5-0-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.14 4-7 >425 240 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) 0.12 4-7 >509 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/ TP12007 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=117/Mechanical, 2=246/0-8-0, 4=60/Mechanical Max Horz 2=165(LC 12) Max Uplift 3= 138(LC 12), 2= 285(LC 12), 4=-89(LC 12) Max Grav 3=125(LC 17), 2=246(LC 1), 4=86(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:14.9 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0-18; MWFRS (directional) and C-C Exterior(2)-1-0-11 to 3-11-5, Interior(1) 3-11-5 to 4-11-4 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 4 except gt=lb) 3=138, 2=285. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EX REFERANCE PAGE MI!-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing p� Mi prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the iT e'k' 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component VA Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, 22314. Job Truss Truss Type Oty Ply T12025210 604602-GROZA-RAMBO D01 Common 1 1 Job Reference (optional) Tibbetts Lumber, u.18g s Sep i i zuT / not iek Inausrnes, Inc. Thu Sep i4 iu:ao:cr zu i r r-aye i ID:T?l BvA?7zfHorsYgpeggCOzmSOE-RfmteesN46sYA9RBZNKe000k?fgUMj4iDKNMWhydkp4 1-0-0 6-11-14 10-0-0 13-0-2 20-0-0 21-0-0 1-0-0 6-11-14 3-0-2 3-0-2 6-11-14 1-0-0 �1 4x5 = 3x6 = 6x10 = 3x6 = Scale = 1:35.6 Io 10-0-0 20-0-0 10-0-0 10-0-0 Plate Offsets (X Y)-- 12:0-3-0 Edgel f6.03-0 Edge], 18.0-5-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.39 8-11 >615 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) 0.30 8-11 >789 180 BCLL 0.0 Rep Stress incr YES WB 0.45 Horz(TL) -0.03 6 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 83 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP M 31 BOT CHORD WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=797/0-8-0, 6=797/0-8-0 Max Horz 2=206(LC 11) Max Uplift 2=-946(LC 12), 6= 946(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-1 206/2258, 3-4= 953/2074, 4-5= 953/2074, 5-6=-1206/2258 BOT CHORD 2-8_ 1932/1054, 6-8=-1960/1054 WEBS 4-8= 1497/611, 5-8= 349/506, 3-8=-348/506 Structural wood sheathing directly applied Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.opsf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-1-0-11 to 3-11-5, Interior(1) 3-11-5 to 10-0-0, Extedor(2) 10-0-0 to 15-0-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 joint(s) except Ut=lb) 2=946,6=946. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/033015 BEFORE USE. Design valid for use only with MITek6 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not � a In= system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPIT Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T12025211 504602-GROZA-RAMBO D02 Hip 1 1 Job Reference (optional) Tibbetts Lumber, a.l;tu s Sep 11 zul i mi i ek industries, Inc. i nu Sep 14 1 ui6:za zu i r rage i ID:T?1 BvA?7zfHorsYgp8ggCOzmSOE-N2ud3Ktdck6GPTbZhoN6Zpa71TNpgin?gesTaaydkp2 5-8-14 9-0-0 12--- 1-0-0 14-3-2 20-0.0 5-8-14 3-3-2 2 3-3-2 5-8-14 Scale = 1:34.5 4x5 = 4x8 = Io 3x6 = 3x8 = 6x6 = 3x6 = Plate Offsets (X Y)-- (1:0-3-0 Edgel (4:0-5-4 0-2-01 (7:0-3-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.44 8-11 >543 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(TL) 0.35 8-11 >695 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.19 Horz(TL) -0.05 6 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -AS Weight: 90 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=740/0-8-0, 6=740/0-8-0 Max Horz 1= 169(LC 10) Max Uplift 1=-857(LC 12), 6— 857(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1287/2515, 2-3=-1030/2232, 3-4= 920/2127, 4-5=-1037/2251, 5-6= 1288/2623 BOT CHORD 1-8= 2253/1141, 7-8=-1805/916, 6-7=-2237/1143 WEBS 2-8_ 316/531, 3-8=-740/254, 4-7=-716/260, 5-7=-314/526 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Extedor(2) 9-0-0 to 11-0-0, Interior(1) 18-0-14 to 20-0-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=857, 6=857. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T12025212 504602-GROZA-RAMBO D03 Hip Girder 1 1 Job Reference (optional) Tibbetts Lumber, 8.1 su s Sep i i zul r iviit ek inausines, mc. i nu oep r» i ci:ao:co cv r r ruyu i ID:T?1 BvA?7zfHorsYgpBggCOzmSOE-ndZmhLvWvfUrGwK8MwwpBRCaTgPhl37RNc47Buydkp? 1-0-0 7-0-0 13-0-0 20-0-0 21-0-0 . 1-0-0 7-0-0 6-0-0 7-0-0 1-0-0 �1 8x12 MT20HS = NAILED NAILED 5x6 = 2x4 11 3x8 MT20HS= 3x4 = _ 3x6 = 3x6 NAILED NAILED Scale = 1:36.2 7-0-0 6-0-0 7-0-0 Plate Offsets (X Y)-- 13.0-9-0 0-2-41 14.0-3-12 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.41 7-9 >582 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.37 7-9 >646 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.15 Horz(TL) -0.11 5 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix -MS Weight: 82 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except` TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc purlins. 3-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-0-0 oc bracing. BOT CHORD 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1487/0-8-0, 5=1487/0-8-0 Max Horz 2=-151(LC 6) Max Uplift 2=-1638(LC 8), 5=-1637(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3011/3161, 3-4=-2744/3014, 4-5=-3015/3164 BOT CHORD 2-9=-2765/2713, 7-9� 2793/2740, 5-7=-2768/2716 WEBS 3-9=-579/651, 4-7=-591/653 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL--4.2psf; BCDL=5.0psf; h=15111; B=56ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=1638, 5=1637. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)193 lb down and 381 lb up at 7-0-0, and 193 lb down and 381 lb up at 13-0-0 on top chord, and 381 lb down and 301 lb up at 7-0-0, and 381 lb down and 301 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE($) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3= 54, 3-4=-54, 4-6=-54, 10-13=-20 Concentrated Loads (Ib) Vert: 3=-146(B) 4=-146(B) 9= 381(B) 7=-381(B) 16=-100(B) 17=-100(B) 18=-63(B) 19=-63(B) ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev. 10103,2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and Truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Type Qty, Ply TrOulss T12025213 504602-GROZA-RAMBO Hip Girder 1 1 Job Reference (optional) ribbetts Lumber, 8.18u s Sep r1 201 / Mi i ek inausrnes, inc. i nu Sep 14 i a:oo:za cc r r rage i I D:T? 1 BvA?7zfHorsYgp8ggCOzmSOE-CCFuKNyOCasQ702j 12U W p3g6itW s DGIt3aJ nnDydkoy 1-0-0 5-0-0 7-0-0 9-0-0 11-0-0 13-0-0 15-0-0 18-0.0 19.0-0 1.0-0 3.0.0 2-0.0 2-0-0 2-0-0 2-0-0 2-0-0 2.0-0 3-0-0 1-0-0 Scale = 1:33.5 4x5 = THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND NAILED NAILED 4x8 = NAILED NAILED 3x4 = 3x4 = NAILED LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TPI2007 CSI. TC 0.87 BC 0.60 WB 0.82 Matrix -MS DEFL. in Vert(LL) 0.40 Vert(TL) -0.38 Horz(TL) -0.05 (loc) Well Ud 8-9 >543 240 8-9 >565 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 108 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins. BOT CHORD 2x4 SP No.2 Except: WEBS 2x4 SP No.2 2-9-0 oc bracing: 3-4, 4-5 BOT CHORD Rigid ceiling directly applied or 4-8-3 oc bracing. JOINTS 1 Brace at Jt(s): 4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=829/0-8-0, 6=837/0-8-0 Max Harz 2=-76(LC 6) Max Uplift 2= 905(LC 8), 6= 920(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1542/1585, 3-4=-2682/2800, 4-5=-2682/2800, 5-6=-1561/1620 BOT CHORD 2-10=-1370/1390, 9-10=-1385/1402, 8-9=-1437/1419, 6-8=-1422/1407 WEBS 3-9— 1364/1335, 4-9= 400/375, 5-9= 1305/1299 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=905, 6=920. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 241 lb down and 217 lb up at 15-0-0 on top chord, and 97 lb down and 25 lb up at 3-0-0, and 97 lb down and 25 lb up at 14-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev. 10/0312015 BEFORE USE Design valid for use only with MiTek® connectors. THs design Is based only upon parameters shown, and Is for an,individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12025213 504602-GROZA-RAMBO E01 Hip Girder 1 1 Job Reference (optional) IlbbettS Lumber, a. IOU b Dell I I LV I r !vll I tln II luu— tlb, II— 1 i iu Dap iY v..ca cv u r aVo ID:T?l BvA?7zfHorsYgp8ggCOzmSOE-CCFuKNyOCasQ702j12UWp3g6itWsDGlt3aJnnDydkoy 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, 20-23— 20 Concentrated Loads (lb) Vert: 3=-10(F) 5= 22(F) 10=-34(F) 9=-15(F) 4=-10(F) 8=-34(F) 27=-10(F) 28— 10(F) 29=-10(F) 30=-10(F) 32=-15(F) 33=-15(F) 34=-15(F) 35=-15(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate 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 9V@iTW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, seeANS1/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T72025214 504602-GROZA-RAMBO E02 Common 1 1 Job Reference (optional) I IbbettS Wmber, . � . —F I � — I , .." ...,.....r .. ..........._ __ .. _ _ . ID:T?l BvA?7zfHorsYgp8ggCOzmSOE-cnxl yP_HVVE??rnljBi DQiSf85SmQl?JIYXSOYydkov 1-0-0 5-6-7 9-0-0 12-5-9 18-0-0 19-0-0 1-0-0 5-6-7 3-5-9 3-5-9 5-6-7 1-0-0 R Scale = 1:32.4 4x5 = 3x4 = 3x8 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.34 8-11 >636 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) 0.27 8-11 >808 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(TL) -0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 76 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=723/0-8-0, 6=72310-8-0 Max Horz 2=188(LC 11) Max Uplift 2=-860(LC 12), 6=-860(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-1 122/2168, 3-4=-868/1919, 4-5=-868/1921, 5-6=-1122/2165 BOT CHORD 2-8= 1875/991, 6-8=-1901/991 WEBS 4-8= 1269/463, 5-8=-319/482, 3-8=-317/483 Structural wood sheathing directly applied. Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat. 11; Exp C; Enci., GCpi=0.18; MW FRS (directional) and C-C Extedor(2)-1-0-11 to 3-11-5, Interior(1) 3-11-5 to 9-0-0, Exterior(2) 9-0-0 to 14-0-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 joint(s) except 01=1b) 2=860,6=860. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insfitute, 218 N. Lee Sheet, Suite 312. Alexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12025215 504602-GROZA-RAMBO EJ3 Jack -Open 7 1 Job Reference (optional) Tibbetts Lumber, BA 3V s Sep T 1 2ui r Mi 1 ex inausmes, mc. Thu Sep 14 10:35:34 20 I ! rage 1 ID:T?1BvA?7zfHorsYgpBggCOzmSOE-Y92nN40Xi6ViE9xggc3hW7X7_uLguiOcCsOYSRydkot 1-0-0 3-0-0 1-0-0 3-0-0 Scale = 1:10.8 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MP Weight: 11 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=64/Mechanical, 2=176/0-8-0, 4=35/Mechanical Max Harz 2=115(LC 12) Max Uplift 3=-62(LC 12), 2= 153(LC 12) Max Grav 3=76(LC 17), 2=182(LC 17), 4=50(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD ' Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for 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.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 Qt=lb) 2=153. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for on 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 p! MiTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and muss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component' 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply T12025216 504602-GROZA-RAMBO EJ5 Jack -Open 17 1 Job Reference (optional) rlbbettsLumber, a.iousSep ii20irrvuienmuubuiea,nic, uauocNiviv.00--II ruyo ID:T?1 BvA?7zfHorsYgpBggCOzmSOE-VYAYom1 nYjIQTT53y169bYcMdivbMcuvgAVfXJydkor 1.0-0 5-0-0 _ 1-0-n 5-0-0 T N 3x4 = Scale = 1:14.9 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20-0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.14 4-7 >425 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) 0.12 4-7 >509 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(rL) -0.00 3 Wa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=117/Mechanical, 2=246/0-8-0, 4=60/Mechanical Max Horz 2=165(LC 12) Max Uplift 3=138(LC 12), 2=-285(LC 12), 4=-89(LC 12) Max Grav 3=125(LC 17), 2=246(LC 1), 4=86(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied. Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCD1--4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-11 to 3-11-5, Interior(1) 3-11-5 to 4-11-4 zone; cantilever left and right exposed; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed 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) 4 except Qt=lb) 3=138, 2=285. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MII-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MiTekm connectors. This design is based only upon parameters shown, and is for an Individual building component not a truss system. Before use, the building designer must verify the applicablilty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12025217 504602-GROZA-RAMBO EJ7 Jack -Open 24 1 Job Reference (optional) Tibbetts Lumber, a. 1 aU b aeP 1 1 cv i i 1- 1 en a iuuou 1—, a ice. i i iu cN 'd I D:T? 1 BvA?7zfHorsYgp8ggCOzmSO E-zkkw?62QJ 1 tH5cfFVkdO719R26Cd5382uq FC3mydkoq -1-0-0 7-0-0 Scale = 1:18.9 3x4 7-0-0 7-0-0 Plate Offsets (X Y)-- f2:0-3-0 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(L-) 0.22 4-7 >386 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.26 4-7 >326 180 BCLL 0.0 BCDL 10.0 Rep Stress Incr YES Code FBC2014ITP12007 WB 0.00 Matrix -AS Horz(TL) -0.01 3 rt/a n/a Weight: 23 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 Installation guide. - REACTIONS. (lb/size) 3=170/Mechanical, 2=318/0-8-0, 4=82/Mechanical Max Horz 2=216(LC 12) Max Uplift 3=-177(LC 12), 2=-206(LC 12) Max Grav 3=202(LC 17), 2=333(LC 17), 4=122(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-0-11 to 3-11-5, Interior(1) 3-11-5 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=177, 2=206. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473'rev. 1010312015 BEFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a Truss system. Before use, the building designer must verify The applicability of design parameters and properly Incorporate 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 AVM; p/��p e W Is always required for stability and 10 prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and Truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12025218 504602-GROZA-RAMBO EJ71 JACK -OPEN 3 1 Job Reference (optional) ribbetts Lumber, 3x4 = 7.0-0 7-0-0 8A 30 s Sep T i 20i I Iwl i ek inausrries, mc. i uu oep w 10.ao:39 401 r rage I D:T? 1 BvA?7zfHorsYgpBggCOzmSOE-v7sgQo3gre7?Kwped9fsDAEnKvthZzeLMekJ7eydkoo Scale = 1:18.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(L-) 0.22 3-6 >372 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.27 3-6 >313 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -AS Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 1=257/0-3-8, 2=172/Mechanical, 3=84/Mechanical Max Horz 1=175(LC 12) Max Uplift 1=-109(LC 12), 2=-181(LC 12), 3=-3(LC 12) Max Grav 1=273(LC 17), 2=205(LC 17), 3=122(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. NOTES- 1) Wind: ASCE 7-10; VUlt=170mph (3-second gust) Vasd=132mph; TCDL--4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 1=109, 2=181. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M7EK REFERANCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not Bet a Inns 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 MeV Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. FUexandda. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T12025219 504602-GROZA-RAMBO EJ72 Jack -Open 4 1 Job Reference o tional Tibbetts Lumber, o.i 3u s aep i i eU i r rvu i ert muusu 1—, a— r 1 iu —P i Y i v.11 -+< — - aye ID:T?l BvA?7zfHorsYgpBggCOzmSOE-JiXp2p6YBZVaBOYDIHDZgpsRB7?XmKNo26yzkzydkol i 1-0-0 7-0-0 2x4 = 0 6 N Scale = 1:19.8 Plate Offsets (X Y)-- f2'0-1-0 0-1-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.34 5-10 >247 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) 0.28 5-10 >295 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(TL) -0.03 4 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix -AS Weight: 271b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD BOT CHORD 2x4 SP M 31 BOT CHORD SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 4=154/Mechanical, 2=334/0-8-0, 5=83/Mechanical Max Horz 2=216(LC 12) Max Uplift 4=-185(LC 12), 2-375(LC 12), 5-123(LC 12) Max Grav 4=162(LC. 17), 2=334(LC 1), 5=114(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied. Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; VUlt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 13=56ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-1-0-11 to 3-11-5, Interior(1) 3-11-5 to 6-11-4 zone; cantilever left and right exposed; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=185, 2=375, 5=123. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only wilh 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 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 M!Tek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. , Tampa, FL 33610 Job Truss Truss Type QtY Ply T12025220 504602-GROZA-RAMBO G Roof Special Girder 1 1 Job Reference (optional) Tibbetts Lumber, 6.130 s oep r r 201 r rvu i en uiuuauica, u 1 Hu Gp . .e0 ID:T?i BvA?7zfHorsYgpBggCOzmSOE-G4fZTV7pgBllRhibPiFlwExrgwjBEEQ4VQR4psydkoj -1-5-0 2-9-3 5-6-6 6-11-6 1-5-0 2-9-3 2-9-3 1-5-0 Scale: 3/4"=1' 3.54 Fi2 nien ❑n NAILED 4x5 = NAILED 3 NAILED 2x4 = --- NAILED 2x4 = NAILED LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.02 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.03 6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.03 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 23lb Ff =20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x8 SP No.2 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=282/0-7-7, 4=282/0-7-8 Max Horz 2= 37(LC 6) Max Uplift 2=-238(LC 8), 4= 238(LC 8) Max Grav 2=400(LC 36), 4=400(LC 37) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 1008/80, 3-4=-1008/80 BOT CHORD 2-6=-74/1004, 4-6=-74/1004 WEBS 3-6=0/278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (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 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 joint(s) except at=ib) 2=238,4=238. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-5=-54, 7-10= 20 Concentrated Loads (lb) Vert: 6=-7(F=-4, B=-4) 3=-7(F=-3, B=-3) 15=9(F=4, B=4) 16=9(F=4, B=4) ® WARNING - Verity design parameters and READ NOTES ON THIS AND tNCLUDED M?EX REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE Design valid for use only with MITek6 connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a iRrss 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 stabliity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type OtY Ply T12025221 504602-GROZA-RAMBO HJ2 Diagonal Hip Girder 2 1 Job Reference (optional) ..,... I.-.. TN.. C.... IIIn•­A [.` Oni7 Dino 1 Tibbetts Lumber, o. 1 ou 6 JGP ! 1 1, lull 1 uu ID:T?1 BvA?7zfHorsYgpBggCOzmSOE-CTnKuB -1-5-0 2x4 = 2-8-7 Scale = 1:8.4 2-8-7 2-8-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.17 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix -MP Weight: 11 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc puffins. 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=48/Mechanical, 2=194/0-7-8, 4=24/Mechanical Max Harz 2=87(LC 8) Max Uplift 3=-37(LC 8), 2=-207(LC 8) Max Grav 3=63(LC 29), 2=201(LC 28), 4=66(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=207. 6) "NAILED" Indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS gujdlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 4-5= 20 Concentrated Loads (lb) Vert: 9=9(F=4, B=4) ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with.MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component. not a truss system. Before use, the bullding designer must verify the applicability, of design parameters and properly Incorporate this design Into the overall sot building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUTPI 19uallty Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T12025222 504602-GROZA-RAMBO HJ3 Diagonal Hip Girder 2 1 Job Reference (optional) Tibbetts Lumber, 1-5-0 2x4 = 2x4 = 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 14 10:35:48 2017 Page 1 ID:T?1 BvA?7zfHorsYgpBggCOzmSOE-Bsu4JtAJkPFjvJ?NeYJz446WdY55A2sgQI Plydydkof Scale = 1:10.8 4-2-3 4-23 Plate Offsets (X Y)-- 12-Edge 0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.03 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.04 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MP Weight: 15 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 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=89/Mechanical, 2=239/0-10-15, 4=47/Mechanical Max Horz 2=113(LC 24) Max Uplift 3=-97(LC 8), 2=-311(LC 8), 4=-68(LC 8) Max Grav 3=99(LC 28), 2=250(LC 28), 4=71(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=311. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) in the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (Ib) Vert: 9=9(F=4, B=4) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE Design valld for use only with MITekO 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 verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erecflon and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type City Ply T12025223 504602-GROZA-RAMBO HJ5 Diagonal Hip Girder 2 1 Job Reference (optional) Tibbetts Lumber, 3x4 = ts. i uu s Sep i i zu1 / Mi i etc Inausmes, inc. Thu Sep i 4 i V:da:a i 2O I / rdye r ID:T?l BvA?7zfHorsYgpBggCOzmSOE-ZOaDxuDCOKelmmkyKgtgiikubll INPc66?eyZyydkoc 3-9-9 - 7-0-2 3-9-9 3-2-8 Scale = 1:16.4 I0 7-0-2 7-0-2 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.34 4-7 >244 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.29 4-7 >290 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014fFP12007 Matrix -MP Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=165/Mechanical, 2=344/0-10-15, 4=94/Mechanical Max Horz 2=164(LC 8) Max Uplift 3=-179(LC 8), 2=-419(LC 8), 4=-129(LC 8) Max Grav 3=165(LC 1), 2=344(LC 1), 4=125(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc pudins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 13=56ft; L=50ft; eave=6ft; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=179, 2=419, 4=129. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (Ib) Vert: 9= 2(F= 1, B=-1) 10=9(F=4, 13=4) 11= 17(F= 8, B= 8) ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing �p MiT ele Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and taus systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12025224 504602-GROZA-RAMBO HJ7 Diagonal Hip Girder 5 1 Job Reference (optional) Tibbetts Lumber, 2 8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 14 10:35:53 2011 f ID:T?i BvA?7zfHorsYgp8ggCOzmSOE-VpizMaESYyu004uKR5v8n7plMZINrDiPaJ73dc 2x4 — NAILED NAILED u~ NAILED b v 2x4 = 3x4 = 5-2-9 9-10-1 5-2-9 4-7-8 Scale = 1:21.4 Io m N N O M Plate Offsets (X Y)-- 12•Edge 0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.09 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.08 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(TL) -0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.2 REACTIONS. (lb/size) 4=123/Mechanical, 2=489/0-10-15, 6=345/Mechanical Max Harz 2=214(LC 8) Max Uplift 4=-145(LC 8), 2=-589(LC 8), 6= 448(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-885/970 BOT CHORD 2-7= 1044/833, 6-7= 1044/833 WEBS 3-7= 256/268, 3-6=-881/1105 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 5-4-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 4=145, 2=589, 6=448. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 12=-2(F=-1, B=-1) 13— 81(F=-41, B=-41) 14=9(F=4, B=4) 15=-17(F=-8, B=-8) 16=-63(F= 31, B=-31) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for on 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 nn /A� T @Y�f eW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Cdlerla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T12025225 504602-GROZA-RAMBO V01 GABLE 1 1 Job Reference (optional) ribbetts Lumber, 0 0 8.130 s Sep 112017 MI I ek Industries, Inc. r nu oep i •r 1—u— cv 11 raye 1 ID:T?l BvA?7zfHorsYgpBggCOzmSOE-vON6_cHKrtGbtXcv6DTrPmRtdmrS2ekrGHLjE9ydkoX 17-9-0 1 US = 3x4 i 8 I ° 3x4 2x4 11 2x4 11 2x4 11 Scale = 1:28.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(TL) n/a rl/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-S Weight: 61 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 17-9-0. (lb) - Max Horz 1=-152(LC 10) Max Uplift All uplift 100 lb or less at joints) 1, 5, 7 except 8=-258(LC 12), 6=-258(LC 12) Max Grav All reactions 250 lb or less at joints) 1, 5, 7 except 8--113(LC 17), 6=412(LC 18) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-313/407, 4-6=-312/407 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft B=56ft L=50ft; eave=6ft Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Extefior(2) 0-9-1 to 5-9-1, Interior(1) 5-9-1 to 8-10-8, Exterior(2) 8-10-8 to 13-10-8 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 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 at Joint(s) 1, 5, 7 except (jt=1b) 8=258, 6=258. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEX REFERANCE PAGE MI1-7473 rev, 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/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. VA22314. Tampa, FL 33610 Truss , 2-GROZA-RAMBO IV02 Valley Qty T12025226 V a O 6-10-8 6-10-8 8.130 s Sep 11 2017 MiTek Industric ID:T?l BvA?7zfHorsYgpBggCOzmSOE-rnVsPHIbNUW 4x5 = 3x4 8 7 6 3x4 2x4 11 2x4 11 2x4 1I Scale = 1:21.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) n/a n/a 999 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 0.06 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matfix-S Weight: 47lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13-7-13. (lb) - Max Horz 1=-115(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 6=-196(LC 12), 8=-196(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=314(LC 18), 8=314(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6= 237/359, 2-8=-237/359 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=42psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-9-1 to 5-9-1, Interior(1) 5-9-1 to 6-10-8, Extedor(2) 6-10-8 to 11-10-8 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except (jt=lb) 6=196, 8=196. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII.7473 rev. 10/03=15 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 tnrss 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 Wek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and Truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Sheet. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Truss Truss Type Oty Ply T12025227 J6-GROZA-RAMBO V03 Valley 1 1 Job Reference (optional) Tibbetts Lumber, 8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 14 10:36:00 2017 Page 1 ID:T? 1 BvA?7zf HorsYgpBggCOzmSO E-o9ddgzKrv5mOM9wgL3XnZccYfNCq_SoRBVJwNwydkoT 5-0-0 10-0-0 5-0-0 5-0-0 91 0 4x5 = 2 Scale = 1:1 B.1 4 2x4 2x4 2x4 11 10-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL), n/a rVa 999 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(fL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WS 0.07 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 1=137/9-10-13, 3=137/9-10-13, 4=354/9-10-13 Max Horz 1=-80(LC 10) Max Uplift 1=-91(LC 12), 3= 91(LC 12), 4=-176(LC 12) Max Grav 1=144(LC 17), 3=154(LC 18), 4=354(LC 1) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-232/374 PLATES GRIP MT20 244/190 Weight: 31 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer j Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=42psf; BCDL=5.Opsf; h=15ft B=56ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 4=176. ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. � Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall p� T building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing INI� e W Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 a .o 6 Truss Truss Type I Qty Ply T12025228 ,02-GROZA-RAMBO VO4 Valley 1 1 a 0 2x4 2-10-8 2x4 11 2 4 8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 14 10:36:02 2017 I D:T?l BvA?7zfHorsYgp8ggCOzmSOE-kYINFfL5RjOkbS43TUaFe1 hxzBwJSNnkeDol F 5-9-0 4x5 = 2x4 Scale = 1:10.6 0- - 0 2-9-14 2-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-P Weight: 16 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP NO.2 REACTIONS. (lb/size) 1=77/5-7-13, 3=77/5-7-13, 4=160/5-7-13 Max Horz 1=-40(LC 10) Max Uplift 1=-55(LC 12), 3=-55(LC 12), 4=-68(LC 12) Max Grav 1=79(LC 17), 3=84(LC 18), 4=160(LC 1) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip D0L--1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 111I1-7473 rev. 10/03/201 S BEFORE USE �. Design vaild for use only wlih MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a inrss 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 pp T Atl6 eW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and liuss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Truss Truss Type Oty Ply T12026229 02-GROZA-RAMBO V05 Valley 1 1 Job Reference (optional) lbetts Lumber, 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 14 10:36:04 2017 Page 1 ID:T?1 BvA?7zfHorsYgp8ggCOzmSOE-gxs7gLNLyKGSgmERavcj Smis_bFwHgl6XH8WhydkoP 2-0.0 2-0-0 Scale = 1:6.9 5.00 F1-2- 2 v Q 0 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress ]nor YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-P Weight: 5 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=46/1-11-6, 2=34/1-11-6, 3=12/1-11-6 Max Horz 1=32(LC 12) Max Uplift 1= 19(LC 12), 2=-39(LC 12) Max Grav 1=49(LC 17), 2=40(LC 17), 3=25(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASIDE 7-10; VOIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft; eave=6ft Cat. II; Exp C; Encl:, GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSYTPI 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. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. � Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into The overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI l Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Truss Truss Type Qty Ply T12025230 62-GROZA-RAMBO V06 Valley 1 1 Job Reference (optional) belts Lumber, 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 14 10:36:06 2017 Page 1 ID:T?1 BvA?7zfHorsYgpBggCOzmSOE-cJ_u51 OcUxXA44NgiKeBptsZboGEOBJKZrmFaaydkoN 4-0.0 4-0-0 Scale = 1:11.1 2 q a 0 W !:- 2x4 11 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014lfP12007 Matrix-P Weight: 13lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins, BOT CHORD 2x4 SP No.2 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 guide. REACTIONS. (lb/size) 1=115/3-11-6, 3=115/3-11-6 Max Horz 1=79(LC 12) Max Uplift 1=-49(LC 12), 3— 82(LC 12) Max Grav 1=122(LC 17), 3=132(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M➢-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MiTek8 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a inrss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate flits 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 Mew Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd.fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 f Truss ,2 GROZA-RAMBO I TVruss GABLEype I Ply 1 T12025231 Tibbetts Lumber, 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 14 10:36:08 2017 Page I D:T? i BvA?7zfHorsYgpBggCOzmSOE-Zi6e W iQsOZnuJ NXDplgfulxxccyns5td i BFLfTydko 12-6.8 25-1-0 12-6-8 12-6-8 a 0 0 Scale = 1:40.2 45 = 3x4 -:' 20 19 18 17 16 15 14 13 12 3x4 54 = LOADING (PSI) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(ILL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 11 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-S PLATES GRIP MT20 244/190 Weight: 113 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 quide. REACTIONS. All bearings 25-1-0. (lb) - Max Horz 1= 220(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) 1, 11, 19,13 except 17=-105(LC 12), 18=-116(LC 12), 20=-203(LC 12), 15=-105(LC 12), 14-116(LC 12), 12_ 203(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 11, 16, 17, 18, 19, 15, 14, 13 except 20=328(LC 17), 12=328(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-111/252, 6-7=-111/253 WEBS 2-20=-240/345,10-12=240/345 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL--4.2psf; BCDL=5.Opsf; h=15ft; B=56ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-9-1 to 5-9-1, Interior(1) 5-9-1 to 12-6-8, Exterior(2) 12-6-8 to 17-6-8 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)1, 11, 19, 13 except Qt=lb) 17=105, 18=116, 20=203, 15=105, 14=116, 12=203. -o 0 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mll-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 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the WeW fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSlJTPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths, Apply plates to both sides of truss and fully embed teeth. 0-'/1 d' - -I- For 4 x 2 orientation, locate plates 0-'%b" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output, Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur, Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 0 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2, Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 190/. at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.