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HomeMy WebLinkAboutTruss Revision 2-20-18I: Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss desjgns rely on lumbe(values established by others. MiTek® RE: 1243959-GROZA-RAMBO - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: GROZA BLDRS Project Name: RAMBO Model: Tampa, FL33610-4115 Lot/Block: Subdivision: RECEIVE[) Address: 2300 CANOE CREEK LANE City: FORT PIERCE State: FL FEB 2 ® 7018 Name Address and License # of Structural Engineer of Record, If there is one, for the buildingPermitung oepartment Name: License #: St. Lucie County 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, dated 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 I Date No. I Seal# Truss Name I Date 1 T13233645 1 A01 2/14/18 118 1 T13233662 1 B07 2/14/18 12 I T13233646 I A02 1 2/14/18 119 1 T13233663 1 B08 1 2/14/18 13 I T13233647 I A03 1 2/14/18 120 1 T13233664 1 B09 1 2/14/18 14 1 T13233648 1 A04 1 2/14/18 121 1 T13233665 1 CO 1 2/14/18 15 I T13233649 I A05 1 2/14/18 122 1 T13233666 1 CO2 1 2/14/18 16 1 T13233650 1 A06 1 2/14/18 123 1 T13233667 1 CO3 1 2/14/18 1 17 1 T13233651 1 A07 1 2/14/18 124 1 T13233668 1 C04 1 2/14/18 1 18 1 T13233652 1 A08 1 2/14/18 125 1 T13233669 1 C05 1 2/14/18 1 19 1 T13233653 1 A09 1 2/14/18 126 1 T13233670 1 C06 1 2/14/18 110 I T13233654 J A10 1 2/14/18 127 1 T13233671 1 C07 1 2/14/18 Ill I T13233655 J Ai 1 1 2/14/18 128 1 T13233672 1 C08 1 2/14/18 112 ( T13233656 1 Al 2 1 2/14/18 129 1 T1 3233673 1 CJ 1 1 2/14/18 113 1 T13233657 1 B02 1 2/14/18 130 1 T13233674 1 CJ2 1 2/14/18 . 114 1 T13233658 1 B03 1 2/14/18 131 1 T13233675 1 CJ3 1 2/14/18 1 15 1 T13233659 1 B04 2/14/18 132 1 T13233676 1 CJ5 2/14/. - 16 1 T13233660 1 B05 2/14/18 133 1 T13233677 1 DO 2/14 17 1 T13233661 B06 2/14/18 134 1 T13233678 1 D02 2/14/1 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTews customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. J ER IP 1 F 1',i oho p�- z o� o. �. •*C.ENS Y �•� 0 9 •• ?O:• STATE OF �tP •fit O R O P• ;N_��� C? ` O N A`��0000 111111/ Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 Finn, Walter 1 of 2 ti RE: 1243959-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. I Seal# Truss Name I Date 135 1 T13233679 1 D03 1 2/14/18 136 1 T13233680 1 E01 1 2/14/18 137 1 T13233681 1 E02 1 2/14/18 138 I T13233682 J EJ3 1 2/14/18 139 1 T13233683 1 EJ5 1 2/14/18 140 I T13233684 J EJ7 1 2/14/18 141 I T13233685 J EJ71 1 2/14/18 142 1 T13233686 1 EJ72 1 2/14/18 143 1 T13233687 1 G 1 2/14/18 144 1 T13233688 1 HJ2 1 2/14/18 145 1 T13233689 1 HJ3 1 2/14/18 146 1 T13233690 1 HJ5 1 2/14/18 147 1 T13233691 1 HJ7 1 2/14/18 148 1 T13233692 1 V01 1 2/14/18 149 1 T13233693 1 V02 1 2/14/18 150 1 T13233694 1 V03 1 2/14/18 151 1 T13233695 1 VO4 1 2/14/18 152 1 T13233696 1 V05 1 2/14/18 153 1 T13233697 1 V06 1 2/14/18 154 1 T13233698 1 V07 1 2/14/18 2 of 2 • Job — Truss Truss Type t r Qty Ply T13233645 1243959-GROZA-RAMBO A01 Roof Special 1 1 Job Reference (optional) t7unuers rnsLouuiue, rerL rreUe, rL OgUffQ 8-4-0 1 1 5-4-0 8x10 = 5.00 FIT 24 5 25 4x6 i 23 6x12 MT20HS r4 4x6 3 2 22 17 18 10x16 MT20HS = 1 19 8x14 MT20HS G o 5x8 2x4 II 2.15 12 6x8 o. uJQvp !u-11 ID:T?1 BvA?7zfHorsYgpBggCOzmSOE-mOEnuoeAOnFQ_kNsx2ZKoyMTeTWdTwhSC15 30-4-0 33-0.0 38-3-3 $%- 42-3-6 , 45-10- 3-7-2 8 , 3-4-0 2-8 -5-1 2-6-6 4x6 26 6x12 MT20HS 6 4x6 *-- 5x12 x 710 = 6x12 MT20HS = 9 M 21 16 15 4x6 8x14 MT20HS = 1473 12 10x16 MT20HS = 6x8 = 3x6 11 Scale = 1:86.3 8-4-0 15-8-0 �21-0-0 23-0-0, 27-0-0 30-4-0 33-0-0 38-3-3 Q9-9-Q 45-10-8 , 8 4-0 7 4-0 5-40 2-0-0 4-0-0 3-4-0 2-8-0-7-5 Plate Offsets (X,Y)-- [1:1-8-14,0-3-8], [1:0-1-8,Edge], [3:0-6-0,Edge], [7:0-6-0,Edge], [9:0-4-12,0-4-12], [11:0-5-0,0-4-0], [12:0-2-12,0-3-12], (13:1-0-0,0-6-8], [15:0-6-12,0-4-8], MR•n_7_n n_r._d1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 1.12 17-18 >486 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -1.55 17-18 >351 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.55 21 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight: 320 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x6 SP M 26 -Except- TOP CHORD 9-11,7-9: 2x6 SP No.2 BOT CHORD 2x6 SP M 26 `Except' BOT CHORD 12-13,13-15: 2x8 SP 240OF 2.0E WEBS WEBS 2x4 SP No.2 `Except` 11-12: 2x6 SP M 26 OTHERS 2x8 SP 240OF 2.0E WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=2414/0-8-0, 21=2375/0-6-8 Max Horz 1=472(LC 12) Max Uplift 1=-1'557(LC 12), 21=-1537(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2— 9316/6168, 2-4=-8470/5604, 4-5= 7116/4745, 5-6=-7114/4748, 6-8=-6345/5568, 8-9=-8787/5769, 9-10= 6215/4054, 10-11— 8051521, 12-20= 1491/2307, 11-20— 1491/2307 BOT CHORD 1-19=-5999/8636,18-19=-6003/8648,17-18= 5212/7912,16-17=-5112/7864, 15-16=-5317/8178, 14-15=-5694/8708, 13-14= 5670/8664, 12-13= 2504/3750 WEBS 2-19=0/256, 2-18=-749/905, 4-18=-191/472, 5-17=-2416/3780, 6-17— 1375/1315, 4-17=-1422/1398, 6-16=-247/444, 8-16_ 463/475, 8-15=-264/377, 10-13— 1986/3156, 10-12=-3653/2459, 9-14=-308/304, 9-15= 516/493, 9-13=-3988/2635, 11-21= 3159/2084 Structural wood sheathing directly applied or 1-10-11 oc puriins, except end verticals. Rigid ceiling directly applied or 4-0-0 oc bracing. 1 Row at midpt 5-17, 6-17, 4-17 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; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) 0-4-0 to 5-4-0, Interior(1) 5-4-0 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) 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 ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 1=1557, 21=1537. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING -verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-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 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 pA Mi�r 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/TP11 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 s — Truss Truss Type T Qty Ply T13233645 1243959-GROZA-RAMBO A01 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 rs.1 ou s Sep io eu1 i mu i eK inuusmes, mu, vveu reu i w !a; i �. iv cU i o rayc I D:T? 1 BvA?7zfHorsYgpBggCOzmSOE-m0EnuOeA0nFQ_kNsx2ZKoyMTeTW dTwhSC151rtzlCxt NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 500 lb down and 473 lb up at 21-0-0, and 500 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. 10) 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: 1-24= 54, 5-24= 174(F=-120), 5-25_ 174(F=-120), 9-25=-54, 9-11=-54, 1-17=-20, 13-17=-20, 12-13=-20 Concentrated Loads (lb) Vert: 24=-500(F) 25=-500(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 MITekO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII 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. i --t Job Truss Truss Type r rQty Ply T13233646 1243959-GROZA-RAMBO A02 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 14 13:14:15 2018 Page 1 ID:T?i BvA?7zfHorsYgp8ggCOzmSOE-ECo95Mepn5NHbuy2Vm4ZKAveksssCLobRPglNJzlCxs 15-8-0 23-0-0 30-4-0 ,32-0-q 36-3-3 1 39-9-0 45-10-8 8-4-0 7-4-0 7-4-0 7-4-0 3-5-13 6-1-8 Scale = 1:83.5 8x10 = 5.00 F12 21 5 22 4x6 20 23 4x6 6x12 MT20HS i 4 6 6x8 = 6x8 = 6x12 MT20HS 10x14 = 4x6 � 3 7 8 9 2 19 14 T1 18 o 0 15 IOxl6 MT20HS = 13 o m 1 16 Sx14 MT20HS = 8x14 MT20HS = 12 `o a 0 2x4 11 2.15 F12 5x8 c 11 10 5x8 8x10 = 5x6 11 6x8 8-4-0 15-8-0 23-0-0 30-4-0 a2-0-a 36.3-3 39-9-0 45-10-8 8-4-0 7-4-0 7-4-0 7-4-0 1-8-0 4-3-3 3-5-13 6-1-8 Plate Offsets (X,Y)-- [1:1-8-14,0-3-8], [1:0-1-8,Edge], [3:0-6-0,Edge], [8:0-3-8,0-3-0], [9:0-3-12,Edge], [10:Edge,0-3-8], [11:0-7-4,0-5-0], [12:0-3-8,0-2-0], [13:0-7-0,0-4-8], LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 1.14 14-15 >477 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -1.57 14-15 >345 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.99 Horz(TL) 0.61 18 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight: 306lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP M 26 *Except* TOP CHORD Structural wood sheathing directly applied or 1-7-12 oc purlins, 7-9: 2x4 SP No.1 except end verticals. . BOT CHORD 2x6 SP M 26 *Except* BOT CHORD Rigid ceiling directly applied or 3-11-12 oc bracing. 10-11: 2x6 SP No2 WEBS 1 Row at micipt 5-14, 6-14, 9-11, 4-14 WEBS 2x4 SP No.2 *Except* 9-10,8-12: 2x4 SP No.1 OTHERS 2x8 SP 240OF 2.0E WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=2414/0-8-0, 18=2381/0-6-8 Max Horz 1=514(LC 12) Max Uplift 1= 1554(LC 12), 18=-1548(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9316/6201, 2-4=-8471/5640, 4-5=-7115/4781, 5-6=-7112/4785, 6-7=-8385/5579, 7-8=-7899/5207, 8-9=-4298/2860 BOT CHORD 1- 1 6=-6057/8636, 15-16=-6061/8648, 14-15=-5305/7910, 13-14= 5202/7876, 12-13— 5445/8251, 11-12= 2802/4222, 10-11— 319/472 WEBS 2-16=0/255, 2-15=-749/90314-15= 191/474, 5-14=-2447/3778, 6-14=-139011313, 7-13= 410/436, 7-12=-3339/2285, 8-12=-2972/4542, 8-11=-2781/1951, 9-11=-2913/4387, 4-14=-1422/1399, 6-13=-117/434, 9-18=-2516/1678 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=15f; Cat. II; Exp C; Encl_ GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) 0-4-0 to 5-4-0, Interior(1) 5-4-0 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 & 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, 18 considers parallel to grain value using ANSI/rPl 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=1554, 18=1548. Walter P. Finn PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 111II-7473 rev. f0/0W0t5 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 eW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and 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 ATruss Truss Type "y Ply T13233646 1243959-GROZA-RAMBO A02 Roof Special i 1 Job Reference (optional) Builders I-Irstbource, [-on Niece, hL S494b a. 1 oU s oep i o cv i r M! i do a LU-1 ico, it— vveu rou iY , V. Y. ye ID:T?1 BvA?7zfHorsYgpBggCOzmSOE-ECo95Mepn5NHbuy2Vm4ZKAveksssCLobRPglNJzICxs NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 500 lb down and 473 lb up at 21-0-0, and 500 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. 10) 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: 1-21=-54, 5-21=-174(F=-120), 5-22=-174(F=-120), 7-22=-54, 7-9= 54, 1-14= 20, 11-14=-20, TO-11=-20 Concentrated Loads (lb) Vert: 21=500(F) 22=-500(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev, 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verify The applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and miss systems, seeANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job A Truss Truss Type r Qty Ply T13233647 1243969-GROZA-RAMBO A03 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 14 13:14:17 2018 Page 1 ID:T?l BvA?7zfHorsYgpBggCOzmSOE-AbwwW 1 g3Jid?rB5RcA61 Qb_OFgYKgGRuvjJPSCzlCxq 8-4-0 15-8-0 23-0-0 27-8-6 30-4-0 34-4-11 39-9-0 45-10-8 9-4-0 7-4-0 - 7-4-0 4-8-6 2-7-10 4-0-11 5-4-5 6-1-8 Scale = 1:86.1 6x12 MT20HS = 5.00 12 21 5 22 4x6 G 20 23 4x6 _ 6x8 6x12 MT20HS i 4 6 6x12 MT20HS = 6x8 = 6x14 MT20HS = 7 8 9 4x6 3 2 19 14 Xi 18C� 0 j 0 1 15 10x16 MT20HS = 13 r" IW 1 12 a ram, 16 8x14 MT20HS = 8x14 MT20HS = 7x10 = 1 2x4 11 2.15 12 11 10 5x8 110 = 4x6 I 6x8 8-4-0 15-8-0 23-0-0 27-8-6 30-4-0 34-4-ti 39-9-0 45-10-8 8-4-0 7-4-0 7-4-0 4-8-6 2-7-10 4-0-11 5-4-5 6-1-8 Plate Offsets (X,Y)-- [1:1-8-14,0-3-8], [1:0-1-8,Edge], [3:0-6-0;Edge], [5:0-6-0,0-1-12], [8:0-3-8,0-3-0], [9:0-3-12,Edge], [10:Edge,0-3-8], [11:0-6-8,0-3-8], [13:0-7-0,0-4-8], LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 1.13 14-15 >482 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -1.54 14-15 >352 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.85 Horz(TL) 0.65 18 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-SH Weight: 310lb FT=20 LUMBER- BRACING - TOP CHORD 2x6 SP M 26 *Except* TOP CHORD Structural wood sheathing directiyapplied or2-4-9 oc purlins, 7-9: 2x4 SP M 31 except end verticals. BOT CHORD 2x6 SP M 26 'Except' BOT CHORD Rigid ceiling directly applied or 3-11-9 oc bracing. 10-11: 2x6 SP No.2 WEBS 1 Row at micipt 5-14, 6-14, 8-12, 9-11, 4-14 WEBS 2x4 SP No.2 *Except* 8-12: 2x4 SP No.1 OTHERS 2x8 SP 240OF 2.0E WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=2414/0-8-0, 18=2381/0-6-8 Max Harz 1=549(LC 12) Max Uplift 1=-1551(LC 12), 18=-1554(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9316/6228, 2-4=-8470/5670, 4-5= 7117/4812, 5-6=-7113/4814, 6-7=-8330/5594, 7-8=-7782/5186, 8-9= 3446/2318 BOT CHORD 1-16=-6104/8636, 15-16=-6108/8648, 14-15=-5383/7912, 13-14=-5259/7859, 12-13= 5396/8091, 11-12=-2278/3396, 10-11=-247/364 WEBS 2-16=0/255, 2-15=-749/902, 4-1 5=-1 91/472, 5-14=-2464/3775, 6-14=-1369/1264, 7-12=-3221/2231,8-12=-3335/5029,8-11=-2652/1914,9-11=-2586/3774, 4-14= 1421/1398, 6-13=-137/400, 7-13— 283/304, 9-18=-2438/1637 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; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) 0-4-0 to 5-4-0, Interior(1) 5-4-0 to 23-0-0, Exterior(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 & 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 atjoint(s) 1, 18 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=1551. 18=1554. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® 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 bulldfng component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing � T ifqf9ffel e Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, 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 A, Truss Truss Type r 'Qty Ply T13233647 1243959-GROZA-RAMBO A03 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 tt.i3u s ziep i o zui 1 MI I eK mausrnes, inc. vvea reo 14 anon r zui o rage z ID:T? 1 BvA?7zfHorsYgp8ggCOzmSOE-AbwwW 1 g3Jid?rB5RcA61 Qb_OFgYKgGRuvjJPSCzlCxq NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 500 lb down and 473 lb up at 21-0-0, and 500 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. 10) 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: 1-21=-54, 5-21=-174(F= 120), 5-22=-174(F— 120), 7-22=-54, 7-9= 54, 1-14— 20, 11-14=-20, 10-11=-20 Concentrated Loads (lb) Vert: 21= 500(F) 22=-500(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing - 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 I 'city Ply T13233648 1243959-GROZA-RAMBO A04 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MI I ek industries, Inc. Wed Feb 14 13:14:1820i 8 Page 1 ID:T? 1 BvA?7zfHorsYgpBggCOzmSOE-fnUljNhh401sSLgdAudGyoX9e4uYPjfl7N3z_ezlCxp 8-4-0 15-8-0 23.0-0 30.4-0 a2-4-11 36-3-4 , 30 , 45-1 % 8-4-0 7-4-0 7-4-0 7-4-0 2-0-11 3-10-8 3 % -5-13 6-1-8 Scale = 1:86.1 6x12 MT20HS = 5.00 FIT 21 4 22 6x8 6x8 = 4x6 20 23 8x14 MT20HS = 2x4 II 8x14 MT20HS = 3 5 6x12 MT20HS = 6x14 MT20HS 6 8 9 2 19 14 o & 18 0 15 10x16 MT20HS = 13 m 1 12 N , 16 8x14 MT20HS = 8x14 MT20HS = o 2x4 I 2.15 F12 6X8 ; 11 10 Sx8 8x10 = 4x6 II 6x8 8-4-0 15-8-0 22-10-4 23 p-0 30-4-0 32-4-11 39-9-0 45-10-8 r 8-4-0 7-4-0 7-2-4 0-1-12 7 4-0 2-0-11 7-4-5 6-1-8 Plate Offsets (X,Y)-- [1:1-8-14,0-3-81, [1:0-1-8,Edge], [2:0-7-0,0-4-8], [4:0-6-0,0-1-12], [5:0-4-0,0-4-01, [9:0-3-12,Edge], [10:Edge,0-3-8], [11:0-6-4,0-4-8], [13:0-7-0,0-4-81, LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 1.09 14-15 >498 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -1.48 14-15 >368 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr NO WB 0.85 Horz(TL) 0.65 18 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-SH Weight: 319 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x6 SP M 26 *Except' TOP CHORD 6-9: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 `Except` BOT CHORD 10-11: 2x6 SP No.2 WEBS WEBS 2x4 SP No.2 OTHERS 2x8 SP 240OF 2.0E WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=2414/0-8-0, 18=2381/0-6-8 Max Harz 1=587(LC 12) Max Uplift 1= 1546(LC 12), 18= 1562(LC 13) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9317/6256, 2-3=-8470/5700, 3-4=-7118/4843, 4-5=-7116/4847, 5-6= 8234/5565, 6-7=-7639/5127, 7-8= 2739/1852, 8-9=-2739/1852 BOT CHORD 1-1 6=-6151/8636,15-16=-6155/8648, 14-15= 5464/7912, 13-14=-5333/7854, 12-13=-5304/7895, 11-12=-3336/4896, 10-11 = 209/301 WEBS 2-16=0/256, 2-15=-749/901, 3-15— 189/471, 4-14=-2495/3785, 5-14= 1364/1231, 6-12=-2981/2064, 8-11� 257/345, 9-11=-2194/3258, 3-14=-1420/1397, 7-12=-2478/3786, 7-11— 3365/2318, 5-13= 133/272, 9-18=-2413/1635 Structural wood sheathing directly applied or 1-7-7 oc pudins, except end verticals. Rigid ceiling directly applied or 3-11-6 oc bracing. 1 Row at midpt 4-14, 5-14, 9-11, 3-14, 7-12, 7-11 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; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) 0-4-0 to 5-4-0, Interior(1) 5-4-0 to 23-0-0, Extedor(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 & 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 five 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, 18 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=1546, 18=1562. 9) Hanger(s) or other connection device(s) shall be provided sufficient td support concentrated load(s) 500 lb down and 473 lb up at 21-0-0, and 500 lb down and 473 lb up at 25-0-0 on top chord. The design/selection of such connection device(s) is the Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 r.naitsoomsibi9mral others. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/0"015 BEFORE USE. Design valid for use only with MITek® connectors. this design Is based only upon parameters shown, and Is for an Individual building component not �" a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI 19uallly Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information ovaliable from Truss Plate Institute, 218 N. Lee Street- Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type I CTty Ply T13233648 1243959-GROZA-RAMBO A04 Roof Special 1 1 Job Reference (optional) Builders FIrStSource, 1-on HIeCe, FL 3454b a. I as 5 OUP 10 zc 1 r M! 1 en I11UU501Ub, Mu. vveu reu 1 w Iu. 19. 1 a GU 1 o rays c I D:T? 1 BvA?7zfHorsYgpBggCOzmSOE-7_2gxjiJgJtj4VFgkb8VV04JOUEnSAvBM1 oW W4ziCxo NOTES- 10) 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: 1-21=-54, 4-21=-174(F=-120), 4-22= 174(F=-120), 6-22=-54, 6-9= 54, 1-14=-20, 11-14= 20, 10-11=-20 Concentrated Loads (lb) Vert: 21=-500(F) 22= 500(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/03/201S BEFORE USE. Design valid for use only with MITekQ 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 storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.fabrication, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type r '0ty Ply T13233649 1243959-GROZA-RAMBO A05 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 Mi I ek industries, Inc. Wed Feb 14 13:14:2u 20i 8 rage 1 I D:T? 1 BvA?7zfHorsYgpBggCOzmSOE-bAb283ixbd?aifgOHJfk1 DcV_tZrtd7KbhY32XzICxn 8-4-0 15-6-10 21-0-0 25.0-0 30-11-3 ,_ 35.4-2 , 39-9-O 45-10-8 8-4-0 7-2-10 5-5-6 4-0-0 5-11-3 4-4-15 4-4-15 6-1-8 Scale =1:83A 5x12 = 6x12 MT20HS = 6x12 MT20HS = 5.00 F12 4 5 20 6x8 = 6x8 = 4x6 11 17 co °D r; n O I0 N 8-4-0 15-6-10 21-0-0 23.0-0 25-0-0, 30-11-3 , _ 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 6-1-8 Plate Offsets (X Y)-- f1:0-4-6 0-0-121 r4:0-8-8 0-2-01 f5:0-8-8 0-2-01 f9;0-1-12,Edgel,f10:Edge,0-3-81,r11:0-5-12,0-3-81,f12:0-4-12,0-4-81,f14:0-5-0,0-5-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.90 13-14 >603 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -1.22 13-14 >446 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(TL) 0.48 17 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight: 294 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 2-4: 2x4 SP No.1, 5-6,1-2: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-3-10 oc bracing. BOT CHORD 2x6 SP No.2 `Except` WEBS 1 Row at midpt 7-11, 9-11, 4-14, 5-12 1-14: 2x6 SP M 26 WEBS 2x4 SP No.2 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (lb/size) 1=1675/0-8-0, 17=1640/0-6-8 Max Horz 1=589(LC 12) Max Uplift 1=-1115(LC 12), 17=-1179(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6018/4321, 2-3— 5004/3699, 34= 4990/3907, 4-5=-4036/3192, 5-6=-5057/3849, 6-7= 4477/3333, 7-8=-1625/1196, 8-9=-1625/1196 BOT CHORD 1-15= 4336/5540, 14-15=-4335/5534, 13-14=-2914/3790, 12-13=-2857/3794, 11-12_ 2289/3042 WEBS 2-15=0/297, 2-14=-933/1035, 3-14=-357/566, 4-13=-573/846, 5-13=-635/842, 6-12=-2196/1832, 7-12=-1448/1996, 7-11= 2067/1605, 8-11= 284/379, 9-11= 1495/2036, 4-14=-1261/1253, 5-12=-1072/1285, 9-17=-1656/1214 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; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-0 to 5-4-0, Interior(1) 5-4-0 to 21-0-0, Extedor(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 & 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, 17 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=1115, 17=1179. Walter P. Finn PE No.12839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MfFEK 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 MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type r Uty Ply T13233650 1243959-GROZA-RAMBO A06 Roof Special 1 1 Job Reference (optional) tiuncers t-irsibource, t-on riece, t-L J4y4b O.IJV J VCp 10 GV 1 / 1V11lum 111VOv I"'. u1V. -u ID:T?i BvA?7zfHorsYgp8ggCOzmSOE-XZjpZlkC7EFlxy_OPk C7eirHhAeLa6d2?1A7PziCxl 6-9-4 12-10-10 19-0-0 27-0-0 32-11-3 39-9.0 45.10-8 6-9-4 6-1-6 6-1-6 8-0-0 5-11-3 6-9-13 6-1-8 Scale = 1:86.0 6x12 MT20HS = 6x12 MT20HS= 5.00 F12 4 20 21 5 22 6x8 = 3x6 6x8 = 5x6 = 8x14 MT20HS = 3 19 6 7 8 6x12 MT20HS 2 m 18 13 o 14 6x8 = 12 1 17 I o 1 4x6 = 4x6 = 11 lm 15 �' 7x10 10 9 0 7x10 = 5x12 = 2.15 12 6x8 = 4x6 II 32-11-3 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/TPI2007 CS]. TC 0.88 BC 0.92 WB 0.70 Matrix-SH DEFL. in (loc) I/defl Lid Vert(LL) 0.97 13 >562 240 Vert(TL) -1.33 14-15 >408 180 Horz(TL) 0.53 17 n/a n/a PLATES MT20 MT20HS Weight: 289 lb GRIP 244/190 187/143 FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5: 2x6 SP No.2, 6-8: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x6 SP No.2 *Except* WEBS 1 Row at midpt 7-11, 8-10 1-15: 2x6 SP M 26 WEBS 2x4 SP No.2 OTHERS 2x8 SP 240OF 2.OE REACTIONS. (lb/size) 1=1675/0-8-0, 17=1640/0-6-8 Max Horz 1=521(LC 12) Max Uplift 1=-1087(LC 12), 17� 1192(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6001/4454, 2-3=-5661/4109, 3-4=-4510/3454, 4-5=-4858/3781, 5-6=-4480/3427, 6-7=-4742/3572, 7-8=-2004/1499 BOT CHORD 1-15— 4379/5530, 14-15=-3921/4956, 13-14=-3182/4157, 12-13=-3111/4142, 11-12=-3701 /4904, 10-11= 1478/1985 WEBS 2-15— 297/599, 3-15=-299/586, 3-14=-812/967, 4-14=-435/589, 4-13= 791/1061, 5-13=-831/1083, 5-12=-351/548, 6-12=-792/735, 6-11=-1735/1491, 7-11=-2342/3086, 7-1 0=-1 696/1419, 8-10-1731/2311, 8-17=-1665/1229 NOTES- 1) Unbalanced roof lhie 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=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) 0-4-0 to 5-4-0, Interioril 5-4-0 to 19-0-0, Exterior(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, 17 considers parallel to grain value using ANSIlTPI 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=1087, 17=1192.. Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WiTek' prevent Is always required for stability and to prevent collapse wilh possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quarty Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type r 'Qty Ply T13233651 1243959-GROZA-RAMBO A07 Roof Special 1 1 Job Reference (optional) nuiiaers rlrsraource, rorr rieue, rL a'+e4o —V _ate I D:T? 1 BvA?7zfHorsYgpBggC0zmS0E-?IHBn5lquYN9Z6ZbzRDRfsE_G5W L41 umHfmkfrzlCxk 6-1-4 11-6-10 17-0-0 23-0-0 29.0-0 _ 34-11-3 39-9-0 45-10-8 5-5-6 5-5-6 6-0-0 6-0-0 5-11-3 ' 4-9.13 6-1-8 Scale = 1:86.0 6x12 MT20HS = 2x4 11 6x12 MT20HS 5.00 12 4 23 5 24 6 25 6x8 = 3x6 6x8 = 5x6 = 8x14 MT20HS = 6x12 MT20HS,;; 322 7 8 9 212 15 20 o 16 6x12 MT20HS = 14 o m 1 17 4x6 = 4x6 = 13 12 N 18 6xl2 MT20HS = 0 6x8 = 5x6 = 11 10 4x6 = 2.15 F12 5x12 7x10 = 4x6 II 8-9-15 17-0-0 23-0-0 29-0-0 34-11-3 39-9-0 45-10-8 8-9-15 82-1 6-0-0 6-0-0 5-11-3 4-9-13 6-1-8 Plate Offsets (X Y)-- (1:0-4-6 0-0-121 (4:0-8-8 02-41 (6:0-7-0 0-2-01 f9:0-3-12 Edgel (10:Edge 0-3-81, f11:0-6-0,0-3-81, f15:0-6-0,0-3-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 1.24 15 >439 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -1.62 15 >335 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.59 20 n/a n/a BCDL 10.0 Code FB02014/TP12007 Matrix-SH Weight: 286lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-6: 2x6 SP No.2, 6-7: 2x4 SP M 31, 1-2: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x6 SP No.2 `Except' WEBS 1 Row at midpt 4-15, 6-15, 8-12, 9-11 1-17: 2x6 SP M 26 WEBS 2x4 SP No.2 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (lb/size) 1=1675/0-8-0, 20=1640/0-6-8 Max Horz 1=455(LC 12) Max Uplift 1=-1054(LC 12), 20— 1202(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5975/4452, 2-3=-5707/4174, 3-4=-4818/3673, 4-5=-6381/4924, 5-6=-6382/4924, 6-7=-4808/3633, 7-8=-4916/3698, 8-9=-2436/1820 BOT CHORD 1-18=-4332/5501, 16-18=-4013/5105, 15-16=-3377/4456, 14-15_ 3307/4454, 12-14= 3852/5115, 11-12= 1788/2403, 10-11=-211/278 WEBS 2-18= 214/505, 3-18=-217/453, 3-16=-660/823, 4-16=-380/544, 4-15=-1709/2231, 5-15=-380/491, 6-15=-1756/2235, 6-14=-273/519, 7-14=-671/674, 7-12= 1895/1573, 8-12=-2226/2933, 8-11=-1753/1432, 9-11=-1934/2592, 9-20=-1692/1252 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=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) 0-4-0 to 5-4-0, Interior(1) 5-4-0 to 17-0-0, Exterior(2) 17-0-0 to 34-0-0, Intedor(1) 34-0-0 to 34-11-3 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, 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=1054, 20=1202. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® 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, no �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overtall 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, seeANSUTPI1 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 T13233652 1243959-GROZA-RAMB0 A08 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 1413:14:25 2018 Page 1 ID:T?l BvA?7zfHorsYgpBggCOzmSOE-y6PxBmm4Q9dsoQjz4sFvkHKLIuBcYw73kzFgkkzlCxi 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 5-5-4 4-9-6 4-9-6 4-1-15 3-10-1 3-10-1 4-1-15 5-11-3 2-9-13 6-1-8 Scale = 1:86.0 8x14 MT20HS 2x4 11 8xl4 MT20HS 4 5 25 6 267 8 27 6X8 = 3x6 % 6x8 = 5x6 = 8x14 MT20HS = 5.00 12 6xl2 MT20HS 3 9 10 11 _ 2 18 24 r9 0 19 17 o 20 8xl4 MT20HS = 16 15 m m _ i 21 14 N vI 22 o 6x12 MT20HS = 6xi2 MT20HS= 5x6 = 13 12 5x12 2.15 12 7x10 = 7-9-15 15-0-0 19-1-15 23-0-0 26-10-1 31-0-0 36-113 39-9-0 45-10-8 7-9-15 7-2-1 41-15 3-10-1 3-10-1 4-1-15 5-11-3 2%-13 6-1-8 Plate Offsets (X Y)-- 11:0-4-6 0-0-12j 14:0-11-8 0-3-0j 18:0-11-8 0-3-0j 111:0-3-12 Edgej 112:Edge 0-3-8) (13:0-6-8,0-4-4), 118:0-7-0,0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 1.55 18 >351 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -1.98 18 >275 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.64 24 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-SH Weight: 288 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 2-0-6 oc puriins, 1-2: 2x4 SP No. 1, 4-8: 2x6 SP No.2, 8-9: 2x4 SP M 31 except end verticals. BOT CHORD 2x6 SP M 26 `Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 12-13,13-15: 2x6 SP No.2 WEBS 1 Row at midpt 11-13 WEBS 2x4 SP No.2 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (lb/size) 1=1675/0-8-0, 24=1640/0-6-8 Max Horz 1=388(LC 12) Max Uplift 1=-1040(LC 8), 24= 1211(LC 9) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 5935/4450, 2-3=-5738/4214, 3-4=-5106/3869, 4-5= 6544/4989, 5-6=-8683/6531, 6-7= 8683/6531, 7-8=-6533/4970, 8-9=-5098/3836, 9-10=-5076/3809, 10-11=-3140/2346 BOT CHORD 1-22=-4263/5457, 20-22=-4075/5241, 19-20— 3549/4733, 18-19=-4911/6644, 17-18=-4853/6633, 16-17=-3498/4737, 14-16=-3989/5308, 13-14=-2297/3085, 12-13=-285/373 WEBS 2-22= 122/412, 3-22= 134/329, 3-20= 510/683, 4-20= 336/449, 4-19=-1750/2283, 5-19= 1523/1265, 5-18=-1808/2446, 7-18— 1825/2458, 7-17=-1508/1240, 8-17=-1717/2265,8-16=-214/423,9-16= 565/613,9-14= 2028/1653,10-14= 1976/2608, 10-13_ 1870/1489, 11-13=-2318/3106, 11-24=-1784/1329 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; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) 0-4-0 to 5-3-15, Interior(1) 5-3-15 to 15-0-0, Exterior(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) All plates are 4x6 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 Qt=lb) 1=1040, 24=1211. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. r0/0312015 BEFORE USE. Design valid for use only with MITel<6 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 appilcabllity 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 'MIT61C prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/rPl1 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 ' 'Oty Ply T13233653 1243959-GROZA-RAMBO A09 Roof Special 1 1 Job Reference (optional) uullaers I-Irsisource, ron niece, t-L'd4`J4b o. lou S awy ID GV II va eIf1UUSl11eb, 4II5ID-.10V-V8U iAixxOoW MCHlocorda 06-9ID:T?1 BvA?7zfHorsYgpBggCOzmSOE-WXicSoKynta1 ksMCHHNgiP 9 33-0-0 38-11-33 8 6_ .1 -80 -10-8 -8-12 -11-35 6-2-1 2 5-8-12 5 zlCxIg 6-11-5 5.00 12 6x12 MT20HS 3x4 11 7x10 = 2x4 II 6x8 — 4 5 P6 6 7 27 8 28 2x4 II - 18 17 16 15 14 13 12 11 2.15 12 3x4 11 6x8 = 5x8 = 4x6 = 4x6 = 2x4 11 6x8 = 13-0-0 . 15-8-0 . 21 5- Scale = 1:88.0 DI-IS = 23 rn C6 o v m aD w N N 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 0.87 BC 0.66 WB 0.88 Matrix-SH DEFL. in Vert(LL) 1.01 Vert(TL) -1.30 Horz(TL) 0.35 (loc) I/detl Ud 18 >536 240 18 >419 180 23 n/a n/a PLATES MT20 MT20HS Weight: 317lb GRIP 2441190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, 1-4: 2x4 SP M 31, 8-9,9-10: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing. Except: 2-19: 2x6 SP M 26, 5-17: 2x4 SP No.2 10-0-0 oc bracing: 17-19 WEBS 2x4 SP No.2 *Except* WEBS 1 Row at midpt 16-19, 6-19, 9-11 10-11: 2x8 SP 240OF 2.0E OTHERS 2x8 SP 240OF 2.0E REACTIONS. (lb/size) 2=1766/0-8-0, 23=1635/0-6-8 Max Harz 2=351(LC 12) Max Uplift 2= 1194(LC 8), 23= 1204(LC 9) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6037/4378, 3-4=-5498/4040, 4-5= 6463/4813, 5-6=-6461/4816, 6-7=-3492/2688, 7-8=-3493/2690, 8-9— 3207/2379, 9-10=-450/341, 11-22=-1017/1468, 10-22=-1017/1468 BOT CHORD 2-21=-4220/5554, 20-21=-4234/5572, 19-20= 3714/5062, 15-16=-2641/3637, 13-15=-2093/2903,12-13= 2424/3295,11-12=-2430/3292 WEBS 3-20= 506/730; 4-20=-271/448, 4-19= 1542/2000, 16-19— 2831/3890, 6-19= 2276/3116, 6-16=-158211300, 6-15=-293/181, 7-15— 334/431, 8-15=-691/928, 8-13=-169/400, 9-13=-437/447, 9-11=-3153/2333, 10-23= 2559/1929 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=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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 38-0-0, Interior(1) 38-0-0 to 38-11-3 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 1 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 1 O.O 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, 23 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) Walter P. Finn PE No.22839 2=1194, 23=1204. MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/012015 BEFORE USE. Design valid for use only with 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�� ®ke M iiy 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, dellvery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type uty, Ply T13233654 1243959-GROZA-RAMBO A10 Hip 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 B.130 s Sep 15 2017 MI I eK Industries, inc. Wed Feb 14 13:14'26 2u1 is Page 1 ID:T?t BvA?7zfHorsYgp8ggCOzmSOE-Mj44gopyj4?RfuRYI_pcMvxvn6EhIMIW RxUUK3zICxf 1-0-0 5-9-14 11-0-0 19-0-9 26-11-7 35-0-0 40.2-2 46-0-0 47-1 -0-0 5-9-14 5-2-2 8.0-9 7-10-13 8-0-9 5-2-2 5-9-14 i-0-0 Scale = 1:79.2 5x8 = 2x4 11 6x12 MT20HS = 6x8 = 6.00 FIT 4 20 5 6 21 7 3x6 5:� 3x6 3 8 19 22 2 9 0 4x6 = 18 2x4 II 17 16 15 34 3x8 MT20HS = 5x8 19-0-9 26-11-7 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-6,6-7: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 13-16: 2x4 SP No.1 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1752/0-8-0, 9=1752/0-8-0 Max Horz 2=-174(LC 17) Max Uplift 2=-1258(LC 8), 9= 1258(LC 9) 14 13 3x6 = 3x8 MT20HS = 12 11 4x6 = 3x6 = 2x4 II CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.75 Vert(LL) 0.76 14-15 >716 240 MT20 244/190 BC 0.88 Vert(TL)-0.9914-15 >548 180 MT20HS 187/143 WB 0.40 Horz(TL) 0.29 9 n/a n/a Matrix-SH Weight: 231 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 3-7-8 oc bracing. WEBS 1 Row at micipt 4-15, 6-15, 7-14 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3689/2816, 3-4=-3288/2544, 4-5=-4055/3207, 5-6=-4055/3208, 6-7=-4049/3201, 7-8=-3288/2545, 8-9— 3688/2817 BOT CHORD 2-18=-2465/3313, 17-18=-2465/3313, 15-17=-2054/2994, 14-15=-2948/4063, 12-14=-2049/2995, 11-12=-2466/3313, 9-11=-2466/3313 WEBS 3-17=-391/499, 4-17=-144/387, 4-15— 1052/1330, 5-15= 449/594, 6-14=-499/603, 7-14=-1043/1322, 7-12=-144/387, 5-12=-390/499 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; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(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, Interior(1) 42-0-14 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=1258, 9=1258. 10 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING. Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 101012015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not �' a truss system. Before use, the building designer must 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/TPI I Quality Criteria, DSB-69 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 T13233655 1243959-GROZA-RAMBO All Hip 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MI I ek Industries, Inc. Wed Feb 14 13:14:29 2018 Page 1 ID:T?l BvA?7zfHorsYgpSggCOzmSOE-gveSl8pbUO81H101JiKrv7U3oVbeUo_ffaD2tVzICxe 1-0-0 4-9-14 9-0-0 16-0-14 23-0-0 29-11-2 37-0-0 It 2-2 46.0-0 47-0- 0- 4_ _14 4-2-2 7-0-14 6-11-2 6-11-2 7-0-14 4-2-2 4.9-14 -0- Scale = 1:79.2 5x6 = 5x8 = 5x6 = 5x8 = 5.00 12 5x6 = 4 5 6 7 8 2x4 -Z:� 2x4 183 9 19 17 20 1C 4x6 = 16 15 14 13 12 5x8 = 6x12 MT20HS = 3x8 = 6xl2 MT20HS = 5x8 = Mil 9-0.0 16-0-14 23-0.0 29-11-2 37-0-0 46-0-0 9-0-0 7-0-14 6-11-2 6-11-2 7-0-14 9-00 Plate Offsets (X Y)-- (4:0-3-0 0-2-4) (6:0-3-0 0-3-4j f8:0-3-0 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 1.06 14 >514 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -1.29 13-14 >420 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.32 10 Na n/a BCDL 10.0 Code FBC2014/TP12007 Matdx-SH Weight: 227 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. 4-6,6-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-3-14 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 5-16, 7-12 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1752/0-8-0, 10=1752/0-8-0 Max Harz 2=-145(LC 13) Max Uplift 2=-1306(LC 8),'l0=-1306(LC 9) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3_ 3624/2855, 3-4= 3442/2608, 4-5= 3176/2505, 5-6=-5059/4067, 6-7=-5059/4067, 7-8= 3176/2505, 8-9=-3442/2608, 9-10=-3624/2855 BOT CHORD 2-16= 2495/3266, 15-16_ 3490/4602, 14-15=-3491/4600, 13-14=-3478/4600, 12-13=-3477/4602, 10-12=-2496/3266 WEBS 3-16— 179/398, 4-16=-654/1011, 5-16=-1699/1412, 5-15=0/254, 5-14=-422/589, 6-14=-357/471, 7-14=-422/589, 7-13=0/254, 7-12= 1699/1412, 8-12=-654/1011, 9-12— 179/399 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; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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 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=1306, 10=1306. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only wlih 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, VA 22314. Tampa, FL 33610 Job Truss Truss Type bty Ply T13233656 1243959-GROZA-RAMBO Al2 Hip Girder 1 2 Job Reference (optional) buuaers mrsrbource, ror riece, t-L :14e4b o. IOV 5 Oep ID eu I I IVII I UK Illuut lub, Ulu. vveU ruu 14 I0: I V:Oo 4u I o rdye I ID:T? 1 BvA?7zfHorsYgp8ggCOzmSOE-7FZ5VXv_gY0Jc625DgyUhbHECK4NdwXhGAQwdbzlCxX 1-0-Q 4-0-5 7-0-0 12-2-13 17-7-7 23-0-0 28-4-9 33-9-3 39-0-0 41-11-11 46.0.0 47-0-p 0- 4-6.5 2-11-11 5-2-13 5-4-9 5-4-9 5-4-9 5-4-9 5-2-13 2-11-11 4-0-5 0- Scale = 1:78.6 NAILED 6x12MT20HS—_ NAILED NAILEDNAILED NAILEDNAILE 5.00 12 Special NAILEDNAILEDNAILED NAILED 2x4 II 8x14MT20HS= 4 24 25 5 26 27 628 29 30 7 31 32 NAILED D 6x12 MT20HS = 6x12 MT20HS = 2x4 II NAILED NAILEDNAILEDNAILED Special 833 9 34 10 35 36 11 23 37 38 22 39 40 21 20 41 42 43 19 44 45 16 1746 47 48 16 49 50 15 Special NAILED 2x4 11 6x12 MT20HS = NAILED 2x4 11 NAILED 6x12 MT20HS = 2x4 11 NAILED Special NAILEDNAILEDNAILEDNAILED NAILED NAILED NAILED NAILED NAILEDNAILED NAILED 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 5-2-13 5-4-9 5-4-9 5-4-9 5-4-9 5-2-13 7-0 0 Plate Offsets MY)—f2:0-2-9,Edgel,f4:0-6-0,0-1-51,f7:0-7-0,0-4-81,f9:0-6-0,Edgel,f11:0-6-0,0-1-51,f13:0-2-9,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 1.31 19 >415 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -1.27 19 >428 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr NO WB 0.64 Horz(TL) -0.23 13 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight: 585lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP M 26 'Except' TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purlins. 1-4,11-14: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-2 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=344210-8-0, 13=3443/0-8-0 Max Horz 2=115(LC 31) Max Uplift 2=-3498(LC 4), 13=-3498(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-7845/8054, 3-4=-7916/8227, 4-5=-7205/7555, 5-6= 13705114029, 6-7= 13705/14029, 7-8=-13704/14027, 8-10_ 13704/14027, 10-11= 7206/7556111-12= 7916/8228, 12-13=-7846/8055 BOT CHORD 2-23=-7283/7119, 22-23=-11497/11298, 20-22=-11497/11298, 19-20=-14673/14512, 18-19= 14673/14512, 16-18— 11492/11299, 15-16=-11492/11299, 13-15= 7261/7119 WEBS 3-23=-357/394, 4-23=-2399/2495, 5-23=-4641/4635, 5-22=0/431, 5-20=-2668/2737, 6-20=-577/839, 7-20=-935/920, 7-19=0/427, 7-18_ 936/920, 8-18=-576/836, 10-18=-2665/2734, 10-16= 1/431, 10-15=-4642/4636, 11-15=-2400/2495, 12-15=-357/394 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 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=42psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope), gable end zone; 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) All plates are 5x8 MT20 unless otherwise Indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=3498, 13=3498. 11) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 201 lb down and 429 lb up at 7-0-0, and 201 lb down and 429 lb up at 39-0-0 on top chord, and 318 lb down and 485 lb up at 7-0-0, and 318 lb down and 485 lb WalterP. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 bottom chord. The desi n/selection of such connection devices is the res onsibili of others. ® WARNING - Vedfy 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 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 PTruss Truss Type 'Qty Ply T13233656 1243959-GROZA-RAMBO Al2 Hip Girder 1 2 Job Reference (optional) Builders FlfstSource, Fort Piece, I-L 34945 8.13U s Sep lb 2U1 / MI I eK mauslrieS, Inc. Wea 1-eD 14 13:14:36 ZUl t$ rage z ID:T?1 BvA?7zfHorsYgpBggCOzmSOE-7FZ5VXv_gYOJc625DgyUhbHECK4NdwXhGAQwdbzlCxX LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4= 54, 4-11=-54, 11-14— 54, 2-13=-20 Concentrated Loads (lb) Vert: 4=-154(B) 11=-154(B) 23=318(B) 7=107(B) 19=-56(B) 15=-31B(B) 9=-107(B) 24=-107(B) 25=-107(B) 26=-107(B) 27=-107(B) 28=-107(B) 29= 107(B) 30— 107(B) 31=-107(1]1) 32= 107(B) 33=-107(B) 34=-107(B) 35=-107(B) 36= 107(B) 37=-56(B) 38— 56(B) 39— 56(B)40=-56(B) 41=-56(B)42= 56(B)43=-56(B) 44=-56(B) 45=-56(B) 46� 56(B) 47=-56(B) 48=-56(B) 49=-56(B) 50=-56(B) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a MISS system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additlonal temporary and permanent bracing • 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 miss 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 T13233657 1243959-GROZA-RAMBO B02 Half Hip Girder 1 1 Job Reference (optional) [fullaer5 r'usEoource, r on niece, rL O4e40 a. IOU 5 JeIJ I a eU I I IVII I eK uIUUbUIeb, IIIU. vveu reu I I O: Iw;Oe ev I o raye I ID:T?1BvA?7zfHorsYgpBggCOzmSOE-XgFEBZxs7TOtTangvoVBJEvm8X2AgCQ7y8eaDwzlCxU 1-0-q 9-2-14 10-8-0 13-7-8 1 15.8.0 1 18-0-2 1 20-8-0 122-4-121 1%% 1 31-3-12 1.0-0 9-2-14 1-5-2 2-11-8 2-0-8 2-4-2 2-7-14 1-8-12 4-4-10 4-6-6 4x6 = 3xr�� 3x4 NAILED NAILED 6x12 MT20HS NAILED 2x4 I NAIL NAILED NAILED 2x4 II 5.00 12 Special 20HS 8x14 = 3x — 3x8 4 E 6 NAILED ILED 7 8 24 25 27 29 31 3 2x4 2 1 O 34 35 15 36 37 38 39 40 41 42 i 17 4x10 MT20HS � 16 14 13 12 11 NAILED NAILED NAILED NAILED 5x6 = 3x4 = 6x12 MT20HS = 3x4 = 7x10 = 6x8 = Special NAILED NAILED 3x4 = NAILED NAILED NAILED NAILED NAILED 22-4-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 1.11 13-14 >333 240 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.85 13-14 >433 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.95 Horz(TL) -0.18 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 1-3: 2x4 SP No. 1, 3-4: 2x6 SP No.2, 4-6,6-9: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 *Except* 10-12: 2x6 SP No.2 WEBS 2x4 SP No.2 BOT CHORD WEBS JOINTS REACTIONS. (lb/size) 10=1874/0-2-12, 2=1826/0-8-0 Max Horz 2=192(LC 8) Max Uplift 10— 2556(LC 5), 2=-2319(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4019/5298, 3-4=-3560/4799, 4-5=-582617898, 5-6=-6918/9375, 6-7= 6872/9308, 7-8=-569417715, 8-9= 3439/4654, 9-10= 1753/2422 BOT CHORD 2-17=-4910/3646, 16-17=-7839/5778, 14-16= 9375/6918, 13-14=-9351/6899, 12-13=-7801/5754, 11-12= 4654/3439 WEBS 3-17=-155611195, 9-11=-4975/3673, 4-17= 2483/3355, 8-11=-1384/1959, 4-16= 802/665, 8-12=-3371/2484,5-16= 1205/1618,7-12=-887/1275,5-14= 100/274,7-13= 1651/1225, 6-13=-367/572 Scale = 1:59.4 NAILED 8x10 = NAILED 9 43 IN 10 3xl2 MT20HS 11 NAILED NAILED PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 261 lb F" = 20% Structural wood sheathing directly applied or 2-11-5 oc purlins, except end verticals. Except: 3-8-0 oc bracing: 5-6, 6-7 3-9-0 oc bracing: 3-4 4-0-0 oc bracing: 4-5 4-1-0 oc bracing: 7-8 Rigid ceiling directly applied or 3-2-2 oc bracing. 1 Row at midpt 9-11, 8-12 1 Brace at Jt(s): 4, 6, 5, 7 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; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope) gable end zone; 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) 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=2556, 2=2319. 9) Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) "NAILED" indicates 3-10d (0.148"xX) or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 182 lb down and 387 lb up at 5-0-0 on top chord, and 113 lb down and 209 lb up at 5-0-0 on bottom 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). Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® 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 iTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANS,/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 T13233657 1243959-GROZA-RAMBO B02 Half Hip Girder 1 1 Job Reference (optional) builaers t-irstsource, t-Ort McCe, I-L 34144b a. 13a S OUP 10 LU 1 / MI I tlM 1N0001Vb, 111- "uu rau !Y i Q. !Y— cu i D raye c ID:T?iBvA?7zfHorsYgpBggCOzmSOE-XgFEBZxs7TOtTangvoVBJEvmBX2AgCQ7y6eaDwzlCxU 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=-135(F) 4=-59(1=) 9=-83(F) 10=-35(F) 17=-69(F) 11= 26(F) 8=-59(F) 16=-26(F) 24=-59(F) 25=-59(F) 26=-59(F) 27=-59(F) 28= 59(F) 29=-59(F) 30=-59(F) 31=-59(F) 32=-59(F) 33= 59(F) 34=-26(F) 35— 26(F) 36= 26(F) 37=-26(F) 38=-26(F) 39— 26(F) 40_ 26(F) 41= 26(F) 42= 26(F) 43= 26(F) A WARNING - Verity 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 applicabllity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and 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 T13233658 1243959-GROZA-RAMBO B03 ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 14 13:14:40 2018 Page 1 ID:T?1 BvA?7zfHorsYgpBggCOzmSOE-?OpcLvyUumWk5kMsSWOQrRRzoxJRZiCHBoO7mMzICxT 13-4.13 19-9-12 -1-0-0 6.6.0 11-6-4 12-7-11 15.8.0 17-11-31_8 24-4-0 31-3-12 1-0-0 6-6-0 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 4x6 = 5.00 12 5x6 = 15 14 13 12 11 2x4 II 7x10 = 3x4 = 7x10 = 6x8 = Plate Offsets (X Y)--r2:0-4-9,0-0-31,r3:0-3-0,0-3-41,r10:Edge,0-1-81,(11:Edge,0-4-41,r12:0-5-0,0-4-81,r14:0-3-8,0-5-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.47 14-15 >788 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.73 13-14 >509 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.09 11 n1a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Attic 0.17 13-14 593 360 Weight: 183 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except' TOP CHORD Structural wood sheathing directly applied or 3-1-5 oc purlins, 9-10,1-3: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2 'Except` BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 12-14: 2x6 SP M 26 WEBS 1 Row at midpt 9-11 WEBS 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 16 REACTIONS. (lb/size) 11=1253/0-2-12, 2=1314/0-8-0 Max Horz 2=389(LC 12) Max Uplift 11� 737(LC 13), 2=-814(LC 12) Max Grav 11=1347(LC 2), 2=1396(LC 2) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2940/1480, 3-4=-2552/1219, 4-5=-2182/1165, 5-6=-76/437, 6-7=-68/441, 7-8=-2178/1173, 8-9=-2557/1232 BOT CHORD 2-15_ 1600/2659, 14-15=-1597/2659, 13-14— 1047/2269, 12-13=-1367/2701, 11-12= 1361/2702 WEBS 3-14=-695/781, 4-14=-1641744, 5-16=-2755/1294, 7-16= 2755/1294, 8-13=-181/742, 9-13=-748/620, 9-11= 2869/1408 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(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;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) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 8-9, 5-16, 7-16 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=737, 2=814. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. WalterP. Finn PE No.11839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 A WARNING - verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valld for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the appllcablIlfy 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/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 T13233659 1243959-GROZA-RAMBO B04 ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 14 13:14:41 2018 Page 1 ID:T?1 BvA?7zfHorsYgp6ggCOzmSOE-UDN_YFz6f4ebjix2ODYfOf_BgLgw154QQS7hIpzICxS 13-4-13 19-9-12 11-6-4 1 -2-1 14-10-8 16-5-11 17-11-3 19-1-2 22.4.0 26-9-14 31-3-12 1-0-0 6-6-0 5-0-4 -B-1 1-5-11 1-7-0 1-5-11 1-i-14 2-6-0 4-5-14 4-5-14 1-1-14 0-8-10 Scale = 1:55.5 4x6 = 4x6 = 3x6 = 3x6 = 5x6 = 17 16 15 14 13 2x4 II 7x10 = 3x4 = 7x10 = 6x8 = 6-6-0 11-6-4 14-10-8 16-5-8 1; 12 22-4-0 31-3-12 6-6-0 5-0-4 3-4-4 1-7-0 3-4-4 2-6-4 8-11-12 Plate Offsets (X Y)-- f2:0-4-13 0-0-31 f3:0-3-0 0-3-0) (13:Edge 0-4-4) (14:0-5-0,0-4-81, f16:0-3-8,0-4-121 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.45 16-17 >830 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.64 15-16 >582 180 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(TL) 0.08 13 n/a n/a BCDL 10.0 Code FBC20147TP12007 Matrix-SH Attic 0.15 15-16 668 360 Weight: 190 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-1-11 oc purlins, 7-10,3-6: 2x4 SP M 31 except end verticals. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-1-11 oc bracing. 14-16: 2x6 SP M 26 WEBS 1 Row at midpt 5-8 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 13=1239/02-12, 2=1309/0-8-0 Max Horz 2=415(LC 12) Max Uplift 13= 741(LC 13), 2=-801(LC 12) Max Grav 13=1332(LC 2), 2=1391(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2932/1531, 3-4=-2528/1248, 4-5=-2170/1196, 5-6=-102/490, 6-7= 1041552, 7-8=-80/5001 8-9=-2154/1202, 9-10= 2562/1301,,10-11=-2500/1278 BOT CHORD 2-17=-1601/2651, 16-17= 1601/2650, 15-16= 1131/2249, 14-15= 1295/2537, 13-14=-843/1379 WEBS 3-16=-696r779, 4-16=-160l712, 5-18=-2798/1314, 18-19= 2783/1317, 8-19=-2786/1321, 9-15= 280/925, 10-15= 769/570, 10-14— 943/556, 11-14=-603/1474, 11-13= 1787/1096 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; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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(l) 21-5-8 to 22-4-0 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) 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 0t=1b) 13=741, 2=801. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. WalterP. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not �' a tars 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 WiTek* 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 T13233660 1243959-GROZA-RAMBO B05 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 14 13:14:43 2018 Page 1 ID:T?1 BvA?7zfHorsYgpBggCOzmSOE-QbUlzw_NBhuJyB5R8ea7T43TO9Pwm4yjtmcnMhzlCxQ 1-0-q 6-6-0 12-10.8 18-5-8 20-4-0 , 25-8-2 31-3-12 1-0-0 6-6-0 6-4-8 5-7-0 1-10-8 5-4-2 5-7-10 dl 0 5x8 = 4 17 4x6 185 64x6 = Scale = 1:55.5 2x4 11 3x6 = 4xb — 2x4 11 3x4 = 3x4 = 3x8 = 5x8 = 3x6 11 6-6-0 12-10-8 18-5-8 25-8-2 31-3-12 6-6-0 6-4-8 5-7-0 7-2-10 5-7-10 Plate Offsets (X Y)-- r4:0-5-12 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.20 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.31 13-14 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.66 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight: 176lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD WEBS REACTIONS. (lb/size) 9=1139/0-2-12, 2=1218/0-8-0 Max Horz 2=425(LC 12) Max Uplift 9=-873(LC 9), 2= 817(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2393/1736, 3-4= 1790/1408, 4-5= 1600/1341, 5-6=-1732/1410, 6-7=-1163/919, 7-8=-1163/920, 8-9=-1094/936 BOT CHORD 2-14=-1845/2132, 13-14= 1845/2132, 11-13— 1354/1594, 10-11=-1406/1729 WEBS 3-14=0/275, 3-13=-604/663, 4-13= 200/394, 5-11— 273/445, 6-11=-352/395, 6-10=-746/643, 7-10_ 340/454, 8-10= 1185/1603 Structural wood sheathing directly applied or 3-4-11 oc purlins, except end verticals. Rigid ceiling directly applied or 4-3-4 oc bracing. 1 Row at midpt 8-10 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; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2)-1-0-11 to 3-11-5, Interior(1) 3-11-5 to 12-10-8, Extedor(2) 12-10-8 to 20-4-0, Intedor(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 Qt=lb) 9=873, 2=817. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® 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 Wit 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�I!T ItlA� ice. k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TP11 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 T13233661 1243959-GROZA-RAMBO B06 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 201 / MI I ex Industries, Inc. Wed Feb 14 13:14:44 2018 rage r ID:T?1 BvA?7zfHorsYgpBggCOzmSOE-uo27BG??y?OAaLgdhL5MOHceVYnzV W 7s6QMLv8zICxP 1-0- 5-9-2 10-10-8 15.8-8 20-6-8 22-8-0 28-7.8 313-12 1-oo 5-9-2 5-1-6 4-10-0 4-10-0 2-1-8 5-11-8 2-8-4 ei 6 4x10 MT20HS = Scale = 1:55.5 6x8 = 4x6 If 5x6 = 1 16 17 5x8 = 14 13 I I w s 2x4 I I 3x8 = 3x8 MT20HS = 3x4 = 4x6 = 6x8 = 5-9-2 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 CS1. TC 0.77 BC 0.53 WB 0.72 Matrix-SH DEFL. Vert(LL) Vert(TL) HOrz(fL) in (loc) I/defl Ud 0.64 11-13 >582 240 -0.50 11-13 >747 180 -0.10 9 n/a n/a PLATES MT20 MT20HS Weight: 183 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc pudins, 1-4: 2x4 SP No.1, 7-8: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-6-13 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 7-10, 7-9 REACTIONS. (lb/size) 9=1139/0-3-8, 2=1218/0-8-0 Max Harz 2=460(LC 12) Max Uplift 9=-1490(LC 8), 2=-1409(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2395/4217, 3-4=-1961/3554, 4-5= 1771/3392, 5-6-1769/3293, 6-7= 1465/2725, 8-9=-225/300 BOT CHORD 2-14= 4190/2135, 13-14=-4190/2135, 11-13=-3578/1921, 10-11=-3345/1760, 9-10=-2531/1336 WEBS 3-14= 307/177, 3-13— 419/838, 4-13=-1053/492, 5-13=-210/280, 5-11 =-213/39 1, 6-11= 596/261, 6-10= 997/1903, 7-10=-2154/1031, 7-9= 1553/2936 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; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2)-1-0-11 to 3-11-5, Interior(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 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 anv otheiiaembr—mW"BQD _ ,n Opsf. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1-7473 rev. 101031201E BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not �' a truss system. Before use, the building designer must verify the applicability of design parameters and 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 tyt� Mi4 eW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery• erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criterla, 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 rTruss Truss Type Qty Ply T13233662 1243959-GROZA-RAMBO B07 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 14 13:14:45 2018 Page 1 ID:T? 1 BvA?7zfHorsYgp8ggCOzmSOE-M_cVOcOdjJ91 CVEpF3cbYV9nly6JEwXOL46uRazlCxO i-0-q 5.6.11 8-10-6 13.8-8 18-6-8 24-8-0 30-3-0 31-3-1? r0-0' 5-6-11 3-3-13 4-10-0 4-10-0 6-1-8 5-7-0 -0-12 Scale = 1:55.3 5x8 = 3x8 = 16 17 n 5x8 = 13 -- 11 w 8 3x8 = 3x8 MT20HS = 3x4 = 4x12 = 4x6 I I 8-10-8 18-6-8 24-8-0 31-3-12 8-10-8 9-8-0 6-1-8 6-7-12 Plate Offsets (X Y)-- (2:0-2-5 Edgel (4.0-5-0 0-1-111 (T0-4-0 0-1-131 (9-Edge 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.63 11-13 >588 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.47 11-13 >783 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.91 Horz(TL) -0.10 9 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-SH Weight: 171 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except` TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc pudins, 1-4: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-2-3 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 6-10, 8-10 REACTIONS. (lb/size) 9=1139/0-3-8, 2=1218/0-8-0 Max Horz 2=532(LC 12) Max Uplift 9=-1452(LC 8), 2=-1402(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2353/4096, 3-4=-2122/3894, 4-5= 1943/3689, 5-6=-2318/4220, 6-7=-1078/1853, 7-8=-940/1823, 8-9= 1080/1997 BOT CHORD 2-13=-4176/2098, 11-13=-4353/2305, 10-11= 4415/2312 WEBS 3-13= 225/381, 4-13=-1252/606, 5-13=-464/603, 6-11=-514/251, 6-1 0=-1 599/3024, 7-10_ 253/194, 8-10=-2526/1300 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15111; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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, Interior(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 & 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 = IO.Opsf. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate Us design Into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing '-MiTek` prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery. erection and bracing of trusses and truss systems, 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 T13233663 1243959-GROZA-RAMBO BOB Roof Special 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 16 2u1 t MI I ex mdusmes, inc. vied Feb 14 i 3n4:4a 20i a rage r ID:T?1 BvA?7zfHorsYgp8ggCOzmSOE-gAAtcyOFUcHupfpOpm7g5ihxVMNZzPi9ZkrRzOzlCxN 1-0-Q 6-10-8 11-8.8 16-6.8 21-7-4' 26-8-0 28 T7 11 31-3-12 1-0-0 6-10-8 4-10-0 4-10-0 5-0-12 5-0-12 1-11-8 2.8-4 Scale = 1:55.5 5x8 = 2x4 11 3x4 = 3x8 MT20HS = 4x6 = 4x6 = 6x8 = 3x4 = 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 FBC2014lFP12007 CSI. TC 0.93 BC 0.84 WB 0.81 Matrix-SH DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) I/defl Lid 0.79 12-14 >466 240 -0.61 12-14 >603 180 -0.14 9 n/a n/a PLATES MT20 MT20HS Weight: 178lb GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 `Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 5-7,7-8: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 2-0-15 oc bracing. 2-13: 2x4 SP M 31 WEBS 1 Row at midpt 5-11, 7-10, 7-9, 6-10 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 9=1139/0-3-8, 2=1218/0-8-0 Max Horz 2=599(LC 12) Max Uplift 9= 1411(LC 8), 2=-1398(LC 8) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2358/4096, 3-4=-2118/3920, 4-5=-3047/5304, 5-6= 1705/2838, 6-7=-719/1191 BOT CHORD 2-14= 4177/2087, 12-14=-5160/2801, 11-12= 5612/3048, 10-11— 2879/1533, 9-10= 1219/630 WEBS 3-14=-1251/628, 4-14— 804/1125, 4-12=-545/332, 5-12=-259/133, 5-11 _ 1746/3150, 6-11= 1878/962, 7-10=-2003/992, 7-9=-1168/2262, 6-1O= 1281/2360 NOTES- I 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (envelope) gable end zone and C-C Extedor(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 $ MWFRS 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 Walter P. Finn PE No.22839 MiTek USA, Inc. Fl. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing - MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage. delivery, erection and bracing of trusses and (Hiss systems- seeANSf/TPI1 Quality Criteria, DSB-89 and SCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra. VA 22314. Job Truss Truss Type Qty Ply T13233664 1243959-GROZA-RAMBO B09 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 14 13:14:48 2018 Page 1 ID:T?i BvA?7zfHorsYgpBggCOzmSOE-mZleOe2V?EXc3yzOwBAIA7mIVA20RG9S12KY2vzICxL t1-0-Q 5-0-0 -10-0 14-8.0 21-7-4 28.6-8 31-3-12 -0- 5-0-0 49-10-0 4-10-0 6-11-4 6-11.4 2-9-4 5xS = Scale = 1:62.2 2x4 11 2x4 11 NAILED 5x8 = 4x10 MT20HS = 5x6 = 3X6 = 6x8 = Special NAILED 2x4 II LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.89 13 >418 240 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.88 11-13 >419 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(TL) -0.18 9 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD 3-5,5-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.2 WEBS REACTIONS. (lb/size) 9=1213/0-2-12, 2=1518/0-8-0 Max Horz 2=661(LC 8) Max Uplift 9=-1104(LC 8), 2=-1594(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3141/3327, 3-4=-4313/4325, 4-5=-4313/4325, 5-6=-1907/1469, 6-7= 482/279 BOT CHORD 2-15=-3566/2811, 14-15=-3580/2825, 13-14_ 4633/4704, 11-13=-4639/4697, 10-11 =-1 713/1721, 9-1 0=-363/386 WEBS 3-15=-206/362, 3-14=-1320/1625, 4-14= 354/543, 5-14= 903/528, 5-11= 3113/3061, 6-11=-838/1079, 6-10=1658/1673, 7-10— 891/1055, 7-9= 1219/1146 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 184 lb FT = 20% Structural wood sheathing directly applied or 2-5-4 oc purlins, except end verticals. Rigid ceiling directly applied or 2-9-4 oc bracing. 1 Row at midpt 8-9, 5-11, 6-10, 7-9 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; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; 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 (jt=lb) 9=1104, 2=1594. 9) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 232 lb down and 387 lb up at 5-0-0 on top chord, and 113 lb down and 209 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 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, 2-9= 20 Welter P. Finn PE No.22639 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING. Verity design parameters and READ NOTES ON THIS AND INCLUDED MlrEKREFERANCE PAGE 111I1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing p.� T `9Y9ITW Is always required for stability and To prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type IOty Ply T13233664 1243959-GROZA-RAMBO B09 Roof Special Girder 1 1 Job Reference (optional) Builders FlrstSource, Fort Niece, FL 34945 8,73U S Sep lb ZUl I MI I eK mausines, Inc. vvea reD 14 1 "3:i4:4ts ZUIa rage Z ID:T?l BvA?7zfHorsYgpBggCOzmSOE-mZleOe2V?EXc3yzOwBAIA7mlVA20RG9S12KY2vzICxL LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-135(B) 15= 69(B) 16=-59(B) 17= 59(B) 18=-26(B) 19= 26(B) A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev, 1010312015 BEFORE USE Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Addilional temporary and permanent bracing p� -MiT 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 aty Ply T13233665 1243959-GROZA-RAMBO C01 Hip 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed I-eb 14 13:14:49 2U18 rage 1 ID:T?i BvA?7zfHorsYgpBggCOzmSOE-FIsOE_38mXfTg6YbUvhXjLJS9ZPzAm6bGi46aLzlCxK 7-5-3 14-1-12 21-0-0 25-0-0 26•q-0 7-5-3 6-8-9 6-10-4 4.0-0 0-4-0 5x6 = 3x6 = Scale = 1:54.1 rn T aD 2x4 II 5x6 = 5x8 = 3x6 11 7-5-3 14.1-12 21-0-0 25-4-0 7-5-3 6.8-9 6-10-4 4 4-0 Plate Offsets (X Y)-- [1:0-0-10 Edge], f2:0-4-0 0-3-01 (4:0-3-0,0-2-41,f8:0-3-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) ' Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.35 1-9 >845 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(TL) 0.27 1-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.80 Horz(rL) -0.07 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight: 154lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD 1-2: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 1-8: 2x4 SP No.1 WEBS WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=920/0-8-0, 6=920/0-3-8 Max Horz 1=704(LC 12) Max Uplift 1=-880(LC 8), 6= 1137(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1808/2989, 2-3=-1154/1920, 3-4= 482/755, 4-5— 370/802, 5-6=-892/1853 BOT CHORD 1-9_ 3240/1590, 8-9=-3223/1585, 7-8=-2106/1002 WEBS 2-9=-609/296, 2-8=-647/1356, 3-8=-1111/479, 3-7=-825/1705, 5-7= 1910/879 Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 3-7, 4-7, 5-7, 5-6 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) 0-4-0 to 5-4-0, Interior(1) 5-4-0 to 21-0-0, Extedor(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 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=880, 6=1137. Walter P. Finn PE No.22839 MiTek USA, Inc. Fl. Cart 6634 69D4 Parke East Blvd. Tampa Fl. 33610 Date: February 14,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only wlih 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. A4dilional temporary and permanent bracing A� r 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 city Ply T13233666 1243969-GROZA-RAMBO CO2 HALF HIP 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 14 13:14:50 2018 Page 1 I D:T? 1 BvA?7zfHorsYgp8ggCOzmSOE-jxPO RK4mXrnJ IG7n2cCmFYsfhzglvCXIUMpf6nzlCxJ 7-11-7 14-10-3 14-10-4 19-0-0 23-1-12 25-4-0 7-11-7 6-10-12 0- -1 4-1-12 4-1-12 ' 2-2 5x8 = 2x4 11 4x6 = Scale = 1:50.9 16 U^V 2x4 II 4x6 = 3x4 = 3x8 II 6x8 = 7-11-7 2-2-4 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 FBC2014/TP12007 CSI. TC 0.79 BC 0.53 WB 0.86 Matrix-SH DEFL. in Vert(LL) 0.41 Vert(TL) -0.60 Horz(TL) 0.05 Attic -0.11 (loc) I/defl Ud 9-11 >724 240 9-11 >498 180 7 n/a n/a 8-9 905 360 PLATES GRIP MT20 244/190 Weight: 179lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-6 oc purlins, BOT CHORD 2x6 SP No.2 *Except* except end verticals. 7-10: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 5-11-6 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 6-7, 7-13 JOINTS 1 Brace at Jt(s): 12 REACTIONS. (lb/size) 7=1344/0-3-8, 1=1060/0-8-0 Max Harz 1=631(LC 12) Max Uplift 7=-307(LC 8), 1=-516(LC 12) Max Grav 7=1593(LC 2), 1=1060(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2251/874, 2-3=-1571/322, 3-4=-894/468, 4-5=-1283/2314, 5-6=-1256/2262, 6-7=-1072/1946 BOT CHORD 1-11=-1293/2011, 9-11 =-1 292/2005, 8-9=-548/1387, 7-8= 543/1384 WEBS 2-11=-42/382, 2-9=-827/857, 3-9=-148/562, 3-12_ 1794/1284, 12-13=-1751/1307, 8-13=-90/1057, 5-13=-254/301, 4-12=0/535, 4-13— 2136/590, 7-13=-4222/1656, 6-13=-2981/1656 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) 0-4-0 to 5-4-0, Interior(1) 5-4-0 to 19-0-0, Exterior(2)19-0-0 to 25-2-4 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) 400.01b AC unit load placed on the interior chord, 19-0-0 from left end, supported at two points, 2-0-0 apart. 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) Ceiling dead load (5.0 psf) on member(s). 3-12, 12-13 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 8-9 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=307, 1=516. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Walter P. Finn PE No,12839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® 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 in= system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing T .�T�'k° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TP1I 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 T13233667 1243959-GROZA-RAMBO CO3 HALF HIP 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MI I ek Industries, Inc. wed Feb 14 13:14:51 2018 Page 1 ID:T?i BvA?7zfHorsYgpeggCOzmSOE-BBzmff4Ol8vAwQizcJj?omOoIN8CeezujOZCfEzICxI 15-0-8 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- . 1-11-8 3-1-12 0-2-4 5x8 Scale = 1:47.2 = 46 = 2x4 11 5x8 = r;nn171-0- 4 5 6 18 7 V�V 2x4 II 5x6 = 3x4 = 3x8 11 6x8 = 7-11-7 14-10-4 17-0-0 23-1-12 25-4-0 7-11-7 6-10-13 2-1-12 6-1-12 2-2-4 Plate Offsets (X Y)-- (1:0-3-1 0-1-8) j2:04-0 0-3-01 (4:0-5-12 0-2-8) (B:Edge 0-4-01, f9:0-4-12,0-1-81, (14:0-5-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.56 10-12 >528 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.84 10-12 >354 180 BCLL 0.0 * Rep Stress Incr YES WB 0.91 Horz(TL) 0.05 8 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-SH Attic -0.16 9-10 641 360 Weight: 177lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 4-7: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* BOT CHORD 8-11: 2x6 SP M 26 WEBS WEBS 2x4 SP No.2 JOINTS REACTIONS. (lb/size) 8=1347/0-3-8, 1=1059/0-8-0 Max Horz 1=564(LC 12) Max Uplift 8=-322(LC 8), 1= 517(LC 12) Max Grav 8=1596(LC 2), 1=1059(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2273/890, 2-3— 1509/361, 3-4=-711/0, 4-5=-1327/955, 5-6= 2018/3831, 6-7=-1994/3741, 7-8� 944/1860 BOT CHORD 1-12=-1241/2032, 10-12=-1240/2025, 9-10— 515/1324, 8-9= 501/1276 WEBS 2-12=-68/420, 2-10= 913/903, 3-10=-109/482, 3-13=-1184/1065, 13-15=-1140/1080, 14-15= 2283/1756, 9-14=-230/1265, 6-14=-296/256, 4-13=0/284, 7-14= 4157/2215, 8-14= 4283/1679, 4-15= 1203/711, 5-15=-49/792, 5-14=-2996/850 Structural wood sheathing directly applied or 3-3-14 oc puffins, except end verticals. Rigid ceiling directly applied or 6-1-0 oc bracing. 1 Row at midpt 8-14 1 Brace at Jt(s): 13, 15 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; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) 0-4-0 to 5-4-0, Interior(1) 5-4-0 to 17-0-0, Exterior(2) 17-0-0 to 24-0-14 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). 3-13, 13-15, 14-15 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 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=322, 1=517. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ®WARMING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mf1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITekO connectors. This design Is based only upon parameters shown. and Is for an Individual bulIdIng 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 `•Minsk* Is always required for stabllity 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 T13233666 1243959-GROZA-RAMBO C04 HALF HIP 1 1 Job Reference (optional) t5muers rtrstoource, run rtece, rL OVUM 0 � �v . .,, ID:T?1 BvA?7zfHorsYgpBggCO;mSOE-7W5X4L6egm9u9jsMjklUtBU9QBgN6YVBAJ2Jj1 i-n_n. 7-s-n 14-10-4 15TO-0 19-0-0 , 23-1-12 , 25-4-0 1-0-0 y'J1 0 Scale = 1:44.2 5x6 = 5x8 = 2x4 I I 3x6 = 5.00 12 4 5 17 18 6 7 4x6 i 5x6 = V _ a 2x4 II 3x4 = 3x8 I I 6X8 = 7-9-0 1 14-10-4 15T0-o 23-1-12 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.82 BC 0.64 WB 0.91 Matrix-SH DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in (loc) Well Ud 0.43 10-12 >692 240 -0.69 10-12 >431 180 0.05 8 n/a n/a -0.13 9-10 783 360 PLATES GRIP MT20 244/190 Weight: 177 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc puffins, 4-7: 2x4 SP No.1 except end verticals. BOT CHORD 2x6 SP No.2 `Except` BOT CHORD Rigid ceiling directly applied or 6-5-7 oc bracing. 8-11: 2x6 SP M 26 WEBS 1 Row at midpt 13-14, 8-14, 5-14 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 8=1344/0-3-8, 2=1138/0-8-0 Max Horz 2=531(LC 12) Max Uplift 8=-335(LC 8), 2� 594(LC 12) Max Grav 8=1593(LC 2), 2=1138(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2264/953, 3-4=-15391411, 4-5� 920/0, 5-6=-1527/3051, 6-7=-152012974, 7-8=-669/1388 BOT CHORD 2-12= 1240/2025, 10-12=-1240/2018, 9-10=-466/1321, 8-9=-452/1270 WEBS 3-12=-24/400, 3-10=-875/891, 10-13=-138/499, 4-13=-94/522, 14-15=-682/1155, 9-14=-179/1206,6-14=-354/315,7-14=-3250/1661,8-14=-3796/1352,4-15=-833/1284, 5-15=0/628, 5-14=-3767/912 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=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(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 & 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). 13-15, 14-15 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 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 Joints) except Qt=lb) 8=335, 2=594. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE Mf1-7473 rev. 10/03/2015 BEFORE USE. R' 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 vedty the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Indlvidual truss web and/or chord members only. Additional temporary and permanent bracing Mftk' 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 4. Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandrla, VA 223) Job Truss Truss Type Qty Ply T13233669 1243959-GROZA-RAMBO C05 HALF HIP 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 7-6-5 8.130 S Sep 15 2017 MI I ek industries, Inc. Wed Feb 14 13:14:55 2018 1 ID:T?l BvA?7zfHorsYgp8ggCOzmSOE-3VDHU17UMNPCOI?kr9oyycZVc_X_aVyUedXQo' 14.10-4 19.0-0 23-1-12 25-4-0 1-10-4 4-1-12 4-1-12 Scale = 1:44.2 5x8 = 2x4 11 5x8 = 2x4 11 6x8 = 20 4x6 2x4 II 3x4 = 3x4 = 3x8 11 6x8 = 7-6-5 15-6-11 1-10-4 8-3-8 2-2-4 Plate Offsets (X Y)-- (2:0-5-1 0-1-101 f4:0-5-12 0-2-8] [9:Edge 0-3-12] f 10:0-4-12 0-1-81 (16:0-5-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.36 11 >837 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.66 10-11 >454 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.65 Horz(TL) 0.05 9 Pla n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Attic -0.13 10-11 780 360 Weight: 185 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins, 4-8: 2x4 SP No.1 except end verticals. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-6-1 oc bracing. 9-13: 2x6 SP M 26 WEBS 1 Row at micipt 15-16, 9-16, 6-16 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 9=1344/0-3-8, 2=1138/0-8-0 Max Horz 2=464(LC 12) Max Uplift 9=-348(LC 8), 2=-578(LC 12) Max Grav 9=1599(LC 2), 2=1138(LC 1) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2240/994, 3-4=-1738/634, 4-5=-1495/475, 5-6=-1718/587, 6-7= 1209/2775, 7-8=-1204/2686, 8-9=-468/1149 BOT CHORD 2-14_ 1221/2002, 12-14=-1221/2002, 11-12=-679/1571, 10-11=-443/1454, 9-10=-428/1390 WEBS 3-14=0/293, 3-12=-605/665, 4-12= 549/817, 4-1 1=-515/675,11-15=-252/144, 15-17= 304/799, 16-17=-304/799, 10-16=-175/1274, 7-16=-341/284, B-16=-2889/1296, 9-16=-3658/1127, 6-17=0/423, 6-15= 941/571, 6-16=-3993/903 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--3.2psf; BCDL=5.Opsf; h=15fh Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extefior(2)-1-0-11 to 3-11-5, interior(1) 3-11-5 to 13-0-0, Extedor(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) 400.0I15 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 20.0psf 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) 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 (5.0 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 Joint(s) except Qt=lb) 9=348, 2=578. Walter P. Finn PE No.22839 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mg-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must 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, Alexandda, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T13233670 1243959-GROZA-RAMBO C06 Half Hip 1 1 Job Reference (optional)' Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTeK Industries, Inc. Wed Feb 14 13:14:56 2018 Page 1 I D:T? 1 BvA?7zfHorsYgpBggCOzmSOE-X5nfiNBX7hXTOBaxOtJ BVp6h7Os_JOydtHGzKRZICxD 1-0-0, 5-9-14 11-0-0 18-2-0 25-4-0 1-0-0 5-9-14 5-2-2 7-2-0 7.2.0 01 0 5x8 = 3x4 = 13 Scale = 1:44.5 3x4 II 4x6 = , , — 0 7 2x4 11 3x4 = 3x4 = 3x4 = 6x8 = 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)-- (4:0-5-12,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.13 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.20 8-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(TL) 0.07 7 Na n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight: 133lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-12 oc puriins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-7-13 oc bracing. WEBS 1 Row at midpt 4-8, 5-7 REACTIONS. (lb/size) 7=918/0-3-8, 2=997/0-8-0 Max Horz 2=398(LC 12) Max Uplift 7=-737(LC 8), 2=-678(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1864/1405, 3-4=-1390/1083, 4-5=-1080/884 BOT CHORD 2-11— 1568/1650, 10-11= 1568/1650, 8-10= 1086/1240, 7-8=-8B4/1080 WEBS 3-10=-473/539, 4-10— 1691385, 4-8=-209/273, 5-8=-67/396, 5-7=-1265/1034 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2)-1-0-11 to 3-11-5, Interior(1) 3-11-5 to 11-0-0, Extedor(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 2) Provide adequate drainage to prevent water ponding. 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 20.0psf 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=737, 2=678. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa Fl. 33610 Date: February 14,2018 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. �7 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 appllcabllity 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 - METek' 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 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 T13233671 1243959-GROZA-RAMBO C07 HALF HIP 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 1413:14:57 2018 Page 1 ID:T?1 BvA?7zfHorsYgp8ggCOzmSOE-OI L1vj99u_fKeL97yagQ11 eo4o9y2R_n5xOXstziCxC 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 0 0 Scale = 1:44.5 5x8 = 5x8 = 3x4 II 13 5 14 4x6 = 1. _ t 3x4 = 3x4 3x4 = 6x8 = 17-2-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.97 BC 0.79 WB 0.56 Matfix-SH DEFL. in Vert(LL) 0.16 Vert(TL) -0.42 Hofz(TL) 0.07 (loc) I/deft Ud 8-10 >999 240 2-10 >718 180 7 rt/a n/a PLATES GRIP MT20 244/190 Weight: 125lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-7-0 oc bracing. WEBS 1 Row at midpt 4-8, 5-7 REACTIONS. (lb/size) 7=918/0-3-8, 2=997/0-8-0 Max Horz 2=332(LC 12) Max Uplift 7=-746(LC 8), 2=-698(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1790/1439, 3-4=-1569/1225, 4-5=-1429/1155 BOT CHORD 2-1 0=-1 531/1596, 8-10= 1192/1428, 7-8=-1160/1422 WEBS 3-10=-234/413, 4-10= 155/395, 5-8=0/352, 5-7=-1534/1254 NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Dpsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extefior(2)-1-0-11 to 3-11-5, Interior(1) 3-11-5 to 9-0-0, Extedor(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 2) Provide adequate drainage to prevent water ponding. 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 Qt=lb) 7=746,2=698. Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 A WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE Design valid for use only wlih 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 Criterla, 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 T13233672 1243959-GROZA-RAMBO COB HALF HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MITek Industries, Inc. Wed Feb 14 13:14:59 2018 Page 1 I D:T? 1 BvA?7zfHorsYgp8ggCOzmSOE-ygSoKOBPQcv2teJW 4?su7SkA1 bpzW E64ZFVdxmzlCxA 1-0-0 7-0-0 13-1-15 19-2-1 25-4-0 7-0-0 6-1-15 6-0-3 6-1-15 0t 0 Scale = 1:44.4 6x12 MT20HS !:�- NAILED NAILED NAILED NAILED Special NAILED NAILED 6x8 = NAILED NAILED 6x12 MT20HS = NAILED 4x6 II 5.00 Fio 3 11 12 4 13 14 5 15 16 6 V V 2x4 11 NAILED NAILED 6x12 MT20HS = NAILED Special NAILED NAILED 3x4 = NAILED NAILED 6x8 = NAILED NAILED 25-4-0 6-1-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.49 9-10 >605 240 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.50 9-10 >597 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.96 Horz(TL) -0.17 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP M 31 `Except' TOP CHORD 5-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.2 WEBS REACTIONS. (lb/size) 7=2082/0-3-8, 2=1818/0-8-0 Max Horz 2=265(LC 23) Max Uplift 7=-2129(LC 4), 2=-1833(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 3830/3970, 3-4=-4309/4504, 4-5=-3180/3254, 6-7= 358/524 BOT CHORD 2-10= 3705/3437, 9-10— 3725/3463, 8-9= 4504/4309, 7-8=-3225/3137 WEBS 3-10= 436/663, 3-9= 869/938, 4-9— 125/399, 4-8=-125911394, 5-8=-582/926, 5-7=-3437/3536 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 122 lb FT = 20% Structural wood sheathing directly applied or 3-3-3 oc purlins, except end verticals. Rigid ceiling directly applied or 2-10-14 oc bracing. 1 Row at midpt 5-7 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; 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) 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 (jt=lb) 7=2129, 2=1833. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 154 Ib down and 429 lb up at 7-0-0 on top chord, and 318 lb down and 485 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 2-7= 20 Concentrated Loads (lb) Vert: 3=-154(F) 5=-107(F) 6=-131(F) 7= 67(F) 9= 56(F) 10=-318(F) 4= 107(F) 8=-56(F) 11= 107(F) 12— 107(F) 13=-107(F) 14=-107(F) 15=-111(F) 16=-111(F) 17= 56(F) 18— 56(F) 19=-56(F) 20= 56(F) 21=-59(F) 22=-59(F) Walter P. Finn PE No.22839 MfTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 11411.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MfTek® 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 Bits design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addilional temporary and permanent bracing - MfTek` 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 City Ply T13233673 1243959-GROZA-RAMBO CJ1 Corner Jack 18 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 14 13:15:01 2018 Page 1 ID:T?1 BvA?7zfHorsYgp8ggCOzmSOE-u3aY14CfxDAm6yTuBQvMCtphyPi3_NeMOZ_k?fzlCx8 -1-0-0 1-0-0 1-0-0 1-0-0 Scale = 1:6.5 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n1a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-P Weight: 5 Ib FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-12/Mechanical, 2=132/0-8-0, 4=9/Mechanical Max Horz 2=63(LC 12) Max Uplift 3=-12(LC 1), 2=-157(LC 8) Max Grav 3=31(LC 8), 2=132(LC 1), 4=18(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 1-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=157. Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK 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 applicablllty 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 WiTeW prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, socANSI/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 T13233674 1243959-GROZA-RAMBO CJ2 Jack -Open 8 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 14 13:15:02 2018 Page 1 ID:T? 1 BvA?7zfHorsYgpBggCOzmSOE-MF8wyODHiXIck62417Qbk4Mspp2HjquW FDjlX5ziCx7 -1.0.0 1-0-1 1-0-0 1-0-1 Scale = 1:6.5 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 2 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 2 >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 FBC2014fTP12007 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-1 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-8/Mechanical, 2=128/0-4-0, 4=10/Mechanical Max Horz 2=64(LC 12) Max Uplift 3_ 8(LC 1), 2=-150(LC 8) Max Grav 3=25(LC 8), 2=128(LC 1), 4=19(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; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone 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 except Qt=lb) 2=150. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MiTek® connectors. .thls design Is based only upon parameters shown, and Is for an Individual building component not , � a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing -M!Tek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and Truss systems, seeANSIAPl1 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 T13233675 1243959-GROZA-RAMB0 CJ3 Corner Jack 14 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 B.13U s Sep i 5 zui i MI I etc inausiries, inc. Wed Feb 14 13:15:02 2018 r•aye I D:T? 1 BvA?7zfHorsYgpBggCOzmSOE-M FBwyQD HiXlck62417Qbk4MrdpO8jquW FDjlX5zlCx7 -1-0-0 3-0-0 1-0-0 3-0-0 n o N 3x4 = Scale = 1:10.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.01 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.01 2-4 >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 FBC2014fTP12007 Matrix-P Weight:11 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=50/Mechanical, 2=191/0-8-0, 4=26/Mechanical Max Horz 2=129(LC 12) Max Uplift 3=-93(LC 12), 2=-219(LC 8), 4=-37(LC 8) Max Grav 3=50(LC 1), 2=191(LC 1), 4=52(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 puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=219. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MTFEK 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 ihis 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 •: ITek' prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/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 T13233676 1243959-GROZA-RAMBO CJ5 Corner Jack 10 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 1413:15:03 2018 Page 1 ID:T? 1 BvA?7zfHorsYgp8ggCOzmSOE-gSiJAmEwTgQTMGcHJrxgHluwTDHoSHStUtTr4XzlCx6 5-0-0 I� 0 3x8 = 5-0-0 5-0-0 Plate Offsets (X Y)-- f2:0-8-0 0-0-101 Scale = 1:14.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.10 2-4 >538 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) 0.08 2-4 >670 180 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-P Weight: 17 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SIR No.2 REACTIONS. (lb/size) 3=113/Mechanical, 2=257/0-8-0, 4=46/Mechanical Max Harz 2=195(LC 12) Max Uplift 3=-189(LC 12), 2=-274(LC 8), 4=-65(LC 8) Max Grav 3=113(LC 1), 2=257(LC 1), 4=92(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 5-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(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 R 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 Ot=lb) 3=189,2=274. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 101032015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Affe 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 Quallty 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 City Ply T13233677 1243959-GROZA-RAMBO DO1 Common 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 14 13:15:04 2U16 Page 1 ID:T?1 BvA?7zfHorsYgp8ggCOzmSOE-IeGhN6EYE8YKzQBTsYS3gVR2?cc8BdRpiXCOczzlCx5 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 ' Scale = 1:35.6 4x6 11 Io 3x8 = 3x8 = 6x12 MT20HS = 10-0-0 - 20-0-0 10-0-0 10-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.52 6-8 >444 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) 0.41 6-8 >571 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(TL) -0.04 6 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-SH Weight: 83 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP M 31 BOT CHORD WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=790/0-8-0, 6=79010-8-0 Max Horz 2= 159(LC 17) Max Uplift 2=-843(LC 8), 6= 843(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1261/2409, 3-4=-989/2209, 4-5=-989/2209, 5-6=-1261/2409 BOT CHORD 2-8=-2084/1095, 6-8=-2107/1095 WEBS 4-8� 1680/674, 5-8=-327/562, 3-8=-327/563 Structural wood sheathing directly applied or 4-11-13 oc purlins. Rigid ceiling directly applied or 4-7-0 oc bracing. 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; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2)-1-0-11 to 3-11-5, Interior(1) 3-11-5 to 10-0-0, Exterior(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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=843, 6=843. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M➢-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing �t`p�� 9 �k° ®tlBT 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 T13233678 1243959-GROZA-RAMBO D02 Hip 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 Mi t ex Industries, Inc. Wed Feb 14 1 s:15:ud 2018 rage 1 I D:T? 1 BvA?7zfHorsYgp8ggCOzmSOE-FONRooGomlo2DjLs_zUXvwW O6QBmfbg6ArhVgszlCx3 5-8-14 11-0-0 14-3-2 20-0-0 5-8-14 3-3.2 2-0-0 3-3-2 5-8-14 5 5x6 = 3x8 = Sx8 = 5x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.53 6-7 >435 240 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) 0.42 6-7 >555 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(TL) -0.05 6 rVa n/a BCDL 10.0 Code FBC2014[TP]2007 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.1 `Except` 3-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=715/0-8-0, 6=715/0-8-0 Max Harz 1=-131(LC 13) Max Uplift 1=-760(LC 8), 6=-760(LC 9) Scale = 1:32.6 PLATES GRIP MT20 244/190 Weight: 90 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc puffins. BOT CHORD Rigid ceiling directly applied. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2� 1320/2669, 2-3=-1057/2365, 3-4=-941/2240, 4-5= 1056/2361, 5-6=-1319/2668 BOT CHORD 1-8=-2396/1173, 7-8=-1920/939, 6-7= 2377/1172 WEBS 2-8=-299/581, 3-8= 822/281, 4-7=-799/291, 5-7=-300/585 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; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) 0-4-0 to 5-7-2, Interior(1) 5-7-2 to 9-0-0, Extedor(2) 9-0-0 to 11-0-0, Interior(1) 18-0-14 to 19-8-0 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 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 (jt=lb) 1=760,6=760. Ig. WalterP. Finn PE No.22839 MiTek USA, Inc. FL Cori 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE W-7473 rev. 10/012015 BEFORE USE Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verity the applicability of designparameters 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, seeANSt/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, Alexandda. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T73233679 1243959-GROZA-RAMBO D03 Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 1413:15:07 2018 Page 1 ID:T?t BvA?7zfHorsYgpeggCOzmSOE-jDxp08H0X3wvgtw2Yh?mR83XPgY303vFOVR3DIzlCx2 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 i1 6xl2 MT20HS i Special 3 NAILED 10 NAILED 11 4x10 MT20HS Special 4 3x8 = 2x4 11 3x8 MT20HS = 3x4 = 3x8 = Special NAILED NAILED Special 20-0.0 Scale = 1:36.2 Iq 0 7-0-0 6-0-0 7-0-0 Plate Offsets (X Y)-- f2:0-0-0 0-0-2) (3:0-7-12 0-2-0) f4:0-5-0 0-1-111 f5:0-0-00-0-21 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 7-9 >588 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) 0.30 7-9 >765 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.14 Horz(TL) -0.13 5 n1a. n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight: 82 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 `Except' TOP CHORD Structural wood sheathing directly applied. 3-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-8-9 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1424/0-8-0, 5=1424/0-8-0 Max Horz 2=-116(LC 13) Max Uplift 2=-1927(LC 4), 5=-1926(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2861/3949, 3-4= 2579/3729, 4-5=-2863/3952 BOT CHORD 2-9=-3517/2552, 7-9= 3552/2577, 5-7=-3515/2555 WEBS 3-9_ 715/630, 4-7=-719/631 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; Cat. 11; Exp C; Encl., GCpj=0.18; MW FRS (envelope) gable end zone; 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 fora 10.0 pet 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 Ib uplift at joint(s) except at=lb) 2=1927, 5=1926. 8) "NAILED" indicates 3-1 Od (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) 212 lb down and 438 lb up at 7-0-0, and 212 lb down and 438 lb up at 13-0-0 on top chord, and 307 lb down and 571 lb up at 7-0-0, and 307 lb down and 571 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(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3— 54, 3-4= 54, 4-6=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3= 165(B) 4=-165(B) 9= 307(B) 7= 307(B) 10= 118(B) 11=-118(B) 12=-44(B) 13=-44(B) Walter P. Finn PE No.22839 INTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MS-7473 rev. 1010312015 BEFORE USE. Design valld for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing •MiTel° 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/IPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute. 218 N. Lee Street- Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply T13233680 1243959-GROZA-RAMBO E01 Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 6.13U S Jep 1b ZV1I MI I eK maustrles, me. vvea I-eb 14 io:imuu euiv rage 1 ID:T?1 BvA?7zfHorsYgpBggC0zmS0E-fb3aQplg3gAd4B4Rf52EXZ8vTdKGsmlYspw9HBzlCxO -1-0-0 3-0.0 5-0-0 7-0-0 9-0-0 11-0-0 , 13-0-0 15-0-0 18-0-0 1-0-0 3-0-0 _6_ 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 3-0-0 4x6 = 3x4 = 5x8 = Special NAILED NAILED NAILED NAILED 3x4 = Special LOADING (psf) SPACING- 210-0 CSI. TCLL 20.0 Plate Grip DOL .25 TC 0.75 TCDL 7.0 Lumber DOL 1.25 BC 0.50 BCLL 0.0 Rep Stress Incr NO WB 0.98 BCDL 10.0 Code FBC2014/TP12007 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 `Except` 3-5: 2x4 SP No.I BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=747/0-8-0, 6=749/0-8-0 Max Harz 2= 59(LC 13) Max Uplift 2=-1000(LC 4), 6— 1005(LC 5) Max Grav 2=748(LC 19), 6=749(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3_ 1386/1881, 3-4=-2353/3319, 4-5=-2353/3319, 5-6=-1387/1892 BOT CHORD 2-10=-1628/1222, 9-10=-1644/1236, 8-9=-1674/1244, 6-8— 1657/1230 WEBS 3-9= 1626/1157, 4-9= 356/542, 5-9=-1614/1136 NAILED 15-0-0 1 18-0-0 Scale Scale = 1:33.5 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) 0.40 9 >522 240 MT20 244/190 Vert(TL) 0.30 9 >683 180 Horz(TL) -0.06 6 n/a n/a Weight: 108 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-6 oc puriins. Except: 3-8-0 oc bracing: 3-4, 4-5 BOT CHORD Rigid ceiling directly applied or 4-4-6 oc bracing. JOINTS 1 Brace at Jt(s): 4 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=S.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; 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=1000, 6=1005. 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 3-10d (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) 71 lb down and 125 lb up at 15-0-0 on top chord, and 40 lb down and 72 lb up at 3-0-0, and 40lb down and 72 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 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, 2-6=-20 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing p�pI1' � 9Y®iT 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 available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13233680 1243959-GROZA-RAMBO E01 Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 a.i;tu s pep it) zui i mi i eK mausmes, inc. wed Feb iv ix i o: i u zd i a rage z I D:T? 1 BvA?7zfHorsYgp8ggCOzmSOE-7odye9JJq_IUhUdDpZT3mh4D1 gVbDYh5TfjpdzlCx? LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-2(B) 10=-16(B) 9= 6(B) 8= 16(B) 24=-6(B) 25=-6(B) 26= 6(B) 27=-6(B) ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MR-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 M!,®k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/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 T13233681 1243959-GROZA-RAMBO E02 Common 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 14 13:15:11 2018 Page 1 ID:T?1 BvA?7zfHorsYgpBggCOzmSOE-b_BKrVKxbIQLJUEpnW4ic_DDgRwUKglrJ7PGM3zlCx_ 1-0-0 , 5-6-7 9-0-0 12-5-9 18-0-0 19-0-0 i 1-0-0 5-6.7 3-5-9 3-5-9 5-6-7 1-0-0 a 4x6 = 3x8 = 6x12 MT20HS = 3x8 = Scale = 1:32.4 Io 9-0-0 18-0-0 9-0-0 9-0-0 Plate Offsets (X Y)-- f2:0-4-2 0-1-8] f6:0-4-2 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.40 6-8 >515 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) 0.32 6-8 >655 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(TL) -0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight: 76 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins. BOT CHORD 2x4 SP No.t BOT CHORD Rigid ceiling directly applied or 3-2-10 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=716/0-8-0, 6=716/0-8-0 Max Horz 2=-145(LC 13) Max Uplift 2=-767(LC 8), 6=-767(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1135/2267, 3-4= 879/2008, 4-5=-879/2010, 5-6=-113512264 BOT CHORD 2-8— 1973/1001, 6-8— 1994/1001 WEBS 4-8� 1390/495, 5-8=-288/510, 3-8= 288/512 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; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=767, 6=767. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING - Vedly 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 MIekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a miss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate 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/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 T13233682 1243959-GROZA-RAMBO EJ3 Jack -Open 7 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 1413:15:11 201 B Page 1 ID:T?l BvA?7zfHorsYgpeggCOzmSOE-b_BKrVKxblQLJUEpnW41C_DNMR6MKV7rJ7PGM3zlCX_ -1-0-0 3-0-0 1-0-0 3-0-0 3x4 = 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 2-4 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 r1/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=50/Mechanical, 2=191/0-8-0, 4=26/Mechanical Max Horz 2=129(LC 12) Max Uplift 3=-93(LC 12), 2=-170(LC 8) Max Gram 3=50(LC 1), 2=191(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:10.8 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone 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 except Qt=lb) 2=170. Walter P. Finn PE No.22839 thiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 101=015-BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not �' a truss system. Before use, the building designer must 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/rPI 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 3)2, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply T13233683 1243959-GROZA-RAMBO EJ5 Jack -Open 17 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.13o s Sep lb zu1 I MI I eK mausrnes, Inc. vvea reD 14 is:io:iz zuia rage i ID:T? 1 BvA?7zfHorsYgp8ggCOzmSOE-3Ali3rLZMbYCxep?KEbx8BmSCrLv3LN_YnBgtWziCwz 1.0-0 5-0-0 1-0.0 5-0-0 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.10 2-4 >538 240 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) 0.08 2-4 >670 180 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-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=113/Mechanical, 2=257/0-8-0, 4=46/Mechanical Max Harz 2=195(LC 12) Max Uplift 3=-189(LC 12), 2=-274(LC 8), 4=-65(LC 8) Max Grav 3=113(LC 1), 2=257(LC 1), 4=92(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 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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=189, 2=274. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only wtih 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, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T13233684 1243959-GROZA-RAMBO EJ7 Jack -Open 24 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MI I ek Industries, Inc. Wed Feb 14 13:15:13 2018 rage 1 ID:T?i BvA?7zfHorsYgpBggCOzmSOE-YNI5GBLB7vg3ZoNCux6AhPJbJFe7ood7nRuNPyzlCwy 1-0-0 7-0.0 1-0-p 7-0-0 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(L-) 0.15 2-4 >529 240 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.23 2-4 >349 180 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-SH LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=161/Mechanical, 2=327/0-8-0, 4=76/Mechanical Max Horz 2=262(LC 12) Max Uplift 3= 244(LC 12), 2= 245(LC 12), 4=-2(LC 12) Max Grav 3=161(LC 1), 2=327(LC 1), 4=120(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:18.8 0 6 N PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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) 4 except Qt=lb) 3=244,2=245. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 10103/205 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 �Tek� Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and 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 T13233685 1243959-GROZA-RAMBO EJ71 Jack -Open 3 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 7.0-0 3x6 = 7-0-0 7-0-0 Plate Offsets (X Y)-- (1.0-6-2 0-0-41 8.13U s Sep l b 20i / MI 1 eK industries, Inc. Wed Feb 14 13: 1 a: 14 20 I a rage i ID:T? 1 BvA?7zfHorsYgp8ggCOzmSOE-OZsTUXMpuDovAyyOSfdPDcrinezXXFsH?5dwyOzlCwx LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.16 1-3 >482 240 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.23 1-3 >340 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=244/0-8-0, 2=165/Mechanical, 3=79/Mechanical Max Horz 1=234(LC 12) Max Uplift 1=-152(LC 12), 2=-249(LC 12), 3= 6(LC 12) Max Grav 1=244(LC 1), 2=165(LC 1), 3=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:18.8 n 0 0 6 N PLATES GRIP MT20 244/190 Weight: 22 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) 0-4-0 to 5-4-0, Interior(1) 5-4-0 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 36-0 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=152,2=249. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® 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 Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and SCSI Buifding Component 6904 Parke East Blvd. Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandrla, VA 22314. Job Truss Truss Type Qty Ply T13233686 1243959-GROZA-RAMBO EJ72 Jack -Open 4 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 Mrl eK Industries, Inc. Wed Feb 14 13:1 b:1 b 2ul u Fjage 1 I D:T? 1 BvA?7zfHorsYgpBggCOzmSOE-UlQrhtN ReWwmo6XaOM9emgOz32HyGi6QEkNUUrzICww -1-0-0 7.0-0 r 1-0-0 7-0-0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lob) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.32 2-5 >250 240 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) 0.26 2-5 >304 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.2 3-5-4 REACTIONS. (lb/size) 4=172/Mechanical, 2=327/0-8-0, 5=64/Mechanical Max Horz 2=262(LC 12) Max Uplift 4=-253(LC 12), 2=-336(LC 8), 5=-87(LC 9) Max Grav 4=172(LC 1), 2=327(LC 1), 5=109(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:18.8 PLATES GRIP MT20 244/190 Weight: 29 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2)-1-0-11 to 3-11-5, Interior(1) 3-11-5 to 6-11-4 zone; 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 tail 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) 5 except at=lb) 4=253, 2=336. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCILUDED MITEK REFERANCE PAGE MII.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 trim 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 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, seeANSi/1Pl 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 T13233687 1243959-GROZA-RAMBO G Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 -1-5-0 8.130 S Sep 152017 MI I eK industries, Inc. wen Feb 14 13:1 b:16 2U16 I ID:T?1 BvA?7zfHorsYgpBggCOzmSOE-yy_DvDO3Pg3dQG6nZ4gtJ1xB9SnJ?9vaTO610H 5-6-6 1 6-11-6 Special 4x6 = Special 3.54 c i 3 Special 2x4 = Special Special 2x4 = Scale: 3/4°=V Io LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.02 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.02 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-P Weight: 22lb FT=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 6-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=210/0-7-7, 4=210/0-7-8 Max Harz 2=48(LC 30) Max Uplift 2-182(LC 4), 4=-182(LC 5) Max Grav 2=268(LC 39), 4=268(LC 38) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 852/338, 3-4=-851/338 BOT CHORD 2-6=-303/849, 4-6=-303/849 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; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever left and fight 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 Qt=lb) 2=182,4=182. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 143 lb down and 84 Ito up at 1-5-0, 143 lb down and 84 lb up at 1-5-0, 174 lb down and 102 lb up at 2-9-3, 174 lb down and 102 lb up at 2-9-3, and 143 lb down and 84 lb up at 4-1-6, and 143 lb down and 84 lb up at 4-1-6 on top chord, and at 1-5-0, at 1-5-0, 13 lb down at 2-9-3, 13 lb down at 2-9-3, and at 4-1-6, and at 4-1-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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, 3-5=-54, 2-4=-20 Concentrated Loads (lb) Vert: 3=53(F=26, B=26) 6=-7(F=-3, B— 3) 7=44(F=22, B=22) 8=44(F=22, B=22) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 10103,2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a trim 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 -WiTek` 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 T13233688 1243959-GROZA-RAMBO HJ2 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s bep 1 b 2011 MI I ex industries, Inc. Wed Feb i4 i 3r1 b:i 12ui a rage i I D:T? 1 BvA?7zfHorsYgpBggCOzmSOE-QSYb6YPiA8BU 1 Phz7nB6rFTN Rs9wkccji2saYjzlCwu 1-5-0 2-8-7 1-5-0 2-8-7 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 TCDL 7.0 Lumber DOL 1.25 BC 0.07 BCLL 0.0 ' Rep Stress ]nor NO WB 0.00 BCDL 10.0 Code FBC2014/TP12007 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=7/Mechanical, 2=196/0-7-8, 4=23/Mechanical Max Horz 2=107(LC 4) Max Uplift 3=-48(LC 19), 2=-211(LC 4) Max Grav 3=104(LC 22), 2=196(LC 1), 4=47(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:8.4 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.00 2-4 >999 240 MT20 244/190 Vert(TL) -0.00 2-4 >999 180 Horz(TL) -0.00 3 n/a n/a Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; 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=211. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=41(F=20, B=20) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111I1-7473 rev. 10/03I2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing A i lT 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 available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13233689 1243959-GROZA-RAMBO HJ3 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 -1-5-0 1-5-0 2x4 = 8.130 s Sep 1 b 2U1 / MI I eK IndusineS, Inc. Wed Feb 14 13:1 b:18 2U18 rage 1 I D:T? 1 BvA?7zfHorsYgpBggCOzmSOE-uK6zJuPKxRJ LfZG9hUiLOSOW NGTFT3stwib859ziCwt LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.02 2-4 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.03 2-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matfix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (ib/size) 3=66/Mechanical, 2=227/0-10-15, 4=38/Mechanical Max Horz 2=142(LC 4) Max Uplift 3=-75(LC 8), 2=-256(LC 4), 4= 53(LC 4) Max Grav 3=66(LC 1), 2=227(LC 1), 4=76(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:10.8 PLATES GRIP MT20 2441190 Weight: 15 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=l7omph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; 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 nonconcufrent 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=256. 6) "NAILED" indicates 3-1Od (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, 2-4= 20 Concentrated Loads (lb) Vert: 5=46(F=23, B=23) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1­7473 rev. f0/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing y WNW V p.}� YE 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 tiusses 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 T13233690 1243959-GROZA-RAMBO HJ5 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 6.1 au s aep I o zun r MR r eK muusuies, MU. vveu reu ! w r o. r o.1 W �U ! o rage I D:T? 1 BvA?7zfHorsYgpBggCOzmSOE-MXgMXEQyiIRCHjrM FCDawgZeZfkhCW 609MLhdczlCws 1-5-g 3-9-9 7-0-2 1-5-0 3-9-9 3-2-8 Scale = 1:16.4 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.22 2-4 >363 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.21 2-4 >376 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight: 24lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=153/Mechanical, 2=316/0-10-15, 4=71/Mechanical Max Horz 2=209(LC 4) Max Uplift 3=-212(LC 4), 2— 347(LC 4), 4= 96(LC 5) Max Grav 3=153(LC 1), 2=316(LC 1), 4=117(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; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; 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) 4 except Qt=lb) 3=212, 2=347. 6) "NAILED" indicates 3-1Od (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=125 Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=46(F=23, B=23) Walter P. Finn PE No.22839 MiTek USA, Inc. Fl. Cott 6634 6904 Parke East Blvd. Tampa Fl. 33610 Date: February 14,2018 ® 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 fuss 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. Addilional temporary and permanent bracing Mffek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312 Alexandria, VA 22314. Job Truss Truss Type Qty Ply T13233691 1243959-GROZA-RAMBO HJ7 Diagonal Hip Girder 5 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 a.13u s Sep 15 2U1 r Mi I etc industries, inc. vied Feb 14 i 3:1D:20 2018 raye 1 ID:T? 1 BvA?7zfHorsYgpBggCOzmSOE-cdDkkaRaT3Z3utQYovkpTt5pN352xvX9O04F92zlCwr -1-5.0 5-2-9 9-10-1 1-5-0 5-2-9 4-7-8 IN 3x6 = NAILED NAILED NAILED b V 3x4 = 5-2-9 1 9-10-1 Scale = 1:21.4 Id N N O N N Plate Offsets (X Y)-- f2:0-3-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 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 0.31 Horz(TL) -0.02 6 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-3 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 4=123/Mechanical, 2=446/0-10-15, 6=291/Mechanical Max Horz 2=275(LC 4) Max Uplift 4=-205(LC 4), 2=-527(LC 4), 6= 425(LC 4) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-751/934 BOT CHORD 2-7=-10141691, 6-7=-1014/691 WEBS 3-7=-173/270, 3-6=-731/1072 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever left and riglit 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 (jt=lb) 4=20512=527, 6=425. 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: 1-4=-54, 2-5= 20 Concentrated Loads (lb) Vert: 8=46(F=23, B=23) 10= 73(F= 37, B=-37) 13=-36(F=-18, B= 18) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® 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, 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,� 91�i� eW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI l 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 city Ply T13233692 1243959-GROZA-RAMBO V01 GABLE 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.13o s bep 1b 2U1 I MI 1 ek Industries, Inc. Wed Feb i4 13:15:21 zuia rage 1 ID:T?l BvA?7zfHorsYgpBggCOzmSOE-Jvn6ywSCEMhwW 1?kMdF205e5NTVJgPVJdggohUzlCwq 8-10-8 17-9-0 q 0 0 4x6 = 3x4 8 7 6 3x4 2x4 11 5x6 = 2x4 11 Scale = 1:28.5 Plate Offsets (X Y)-- i7:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-SH Weight: 61 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 17-9-0. (lb) - Max Horz 1=117(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 8=-375(LC 12), 6= 374(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=360(LC 23), 6=360(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-257/398, 4-6=-257/398 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; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(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 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 (]t=lb) 8=375, 6=374. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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 bullding component, not a truss system. Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/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 T13233693 1243959-GROZA-RAMBO V02 Valley 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 1413:15:22 2018 Page 1 I D:T? 1 BvA?7zfHorsYgpBggCOzmSOE-n5LU9GSq?gpn8BZwwKnHYI BHJtsRPtuSrKZLExzlCwp 6-10-8 13-9.0 6.10-8 6-10-8 O O 4x6 = 8 7 6 3x4 i 2x4 11 2x4 11 2x4 11 3x4 0-0'10 13-8-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in .(loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 5 n/a n1a BCDL 10.0 Code FBC2014lrP12007 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 Scale = 1:21.9 PLATES GRIP MT20 244/190 Weight: 47 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 13-7-13. (lb) - Max Horz 1=89(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 6=-284(LC 13), 8=-285(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=274(LC 24), 8=274(LC 23) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-6= 194/348, 2-8=-194/348 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; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) 0-9-1 to 5-9-1, Interior(1) 5-9-1 to 6-10-8, Exterior(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=284, 8=285. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 101=015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not �' a fruSS 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���'P�k' T i�i 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, seeANST/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insfituie, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13233694 1243959-GROZA-RAMBO V03 Valley 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MITek Industries, Inc. Wed Feb 1413:15:23 2018 Page 1 I D:T? 1 BvA?7zf HorsYgpBggCOzmSOE-FlvsNcTSm_xel K87U21W 5WjPTHAa8K9c4_JvmNzlCwo 5.0-0 10-0-0 5-0-0 5-0-0 Scale = 1:18.1 4x6 = III C. o =o 55) 4 3x4 G 2x4 11 3x4 0- 10 10-0-0 0 10 9-11-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-SH Weight:31 Ito FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 1=135/9-10-13, 3=135/9-10-13, 4=358/9-10-13 Max Harz 1=-62(LC 13) Max Uplift 1=-117(LC 12), 3= 128(LC 13), 4=-203(LC 12) Max Grav 1=140(LC 23), 3=140(LC 24), 4=358(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4= 221/343 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. 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; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(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 Ib uplift at joint(s) except at=lb) 1=117, 3=128, 4=203. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE 114II-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 OW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the. fabrication, storage, delivery, erection and bracing of trusses and truss systems, 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 T13233695 1243959-GROZA-RAMBO VO4 Valley 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 14 13:15:24 2018 Page 1 ID:T?i BvA?7zfHorsYgp8ggCOzmSOE-jUTFayU5XH3VNUjJI 1pidjGdOgYttnoiJe2SIpzICwn 2-10-8 5-9-0 , 2-10-8 2-10-8 2x4 +ZSlGl .l 2x4 11 4x6 = 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) n1a n/a 999 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 FBC2014/TPI2007 Matrix-P 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 Harz 1= 31(LC 13) Max Uplift 1=-71(LC 12), 3=-76(LC 13), 4=-77(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:10.6 PLATES GRIP MT20 244/190 Weight: 16 lb FT = 20% 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. 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; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterar(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, 4. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEKREFERANCE PAGE 1147I-7473 rev. 1010312015 BEFORE USE. Design valid for use only wlih 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 appllcab011y 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/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 T13233696 1243969-GROZA-RAMBO V05 Valley 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 1413:15:25 2018 Page 1 I D:T? 1 BvA?7zf HorsYgpeggCOzmSOE-Bg 1 dnHVj I bBM?el VbSK_AxppX4uacEbvXloOgFzlCwm 2-0-0 r 2-0-0 v cr 6 2x4 5.00 12 Scale = 1:6.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well 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 Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=46/1-11-6, 2=34/1-11-6, 3=12/1-11-6 Max Horz 1=42(LC 12) Max Uplift 1= 29(LC 12), 2=-54(LC 12) Max Grav 1=46(LC 1), 2=34(LC 1), 3=25(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; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1101-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek9 connectors. This design is based only upon parameters shown, and Is for an individual building component not �' a Truss system. Before use, the building designer must vedfy the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual Truss web and/or chord members only. Additional temporary and permanent bracing -MiT®k7 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 T13233697 1243959-GROZA-RAMBO V06 Valley 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 a 0 8.130 s Sep 15 2017 Mi I eK Industries, Inc. Wed Feb 1413:1 b:2b 2U16 Page 1 I D:T? 1 BvA?7zfHorsYgpBggCOzmSOE-Bg 1 dnHVjIbBM?eIVbSK_Axpim4t5cEbvXloOgFzlCwm 2x4 !�- 2x4 11 Scale = 1:11.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 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 FBC20141TPI2007 Matrix-P Weight: 13lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 1=115/3-11-6, 3=115/3-11-6 Max Horz 1=104(LC 12) Max Uplift 1=-74(LC 12), 3=-117(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 4-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous 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 except Qt=lb) 3=117. Walter P. Finn PE No.22839 MiTsk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING. Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI/-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 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 MiT®k" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, 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 T13233698 1243959-GROZA-RAMBO V07 GABLE 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 14 13:15:27 2018 Page 1 I D:T? 1 BvA?7zfHorsYgpBggCOzmSO E-739NCzW zgCR3EySujtMSFMu74uYr48BB?cH6v8zICwk 12-6-8 25-1-0 12-6-8 12-6-8 It a a U6 = 3x4 -.-' 20 19 18 17 16 15 14 13 12 3x4 5x6 = -0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.01 11 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Scale = 1:40.2 PLATES GRIP MT20 2441190 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 puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 25-1-0. (lb) - Max Horz 1= 170(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 19,13 except 17= 156(LC 12), 18=-165(LC 12), 20=-292(LC 12), 15=-154(LC 13), 14=-166(LC 13), 12= 292(LC 13) Max Grav All reactions 250 lb or less at joints) 1, 11, 16, 17, 18, 19, 15, 14, 13 except 20=286(LC 1), 12=286(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-111/256, 6-7=-111/262 WEBS 2-20= 194/325, 10-12=-194/325 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; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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 & MWFRS 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 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 atjoint(s) 1, 11, 19, 13 except Qt=lb) 17=156, 18=165, 20=292, 15=154, 14=166, 12=292. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING. Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mfl-7473 rev. 1010312016 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 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/IPI 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 IF11 Symbols PLATE LOCATION AND ORIENTATION 14-1 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/11, For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss, This symbol indicates the required direction of slots in connector plates. Plate location details available in 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 11 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 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 NUMBERSAETTERS. 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 =1111111110 MiTek� 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 locaflons are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13, Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.