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HomeMy WebLinkAboutTRUSSLumber de jgn values are in accordance with ANSI/TPI 1 section 6.3 Thes e ' s re on umber values established by others. I SCANNED:,.�',. OPY M i ek BY Alt it 1 arrain rinaa n t n RE`. 751,,�17 - NGUYEN MiTek USA, Inc. Site Infollrmation: Tamp Parke East Blvd. Custom r Info: JC & SONS Project Name: NGUYEN. Model: Tampa, FL 33610 4115 Lot/Bloc� : Subdivision: Addressii UNKNOWN City: PO T ST LUCIE State: FL Name A dress and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading (Conditions): Design code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Co fie: ASCE 7-10 Wind Speed: 170 mph Roof Loa: 37.0 psf Floor Load: N/A psf This pac4'' ge includes 47 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 io 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Se # I Truss Name .Date N( I Truss Name Date 1 T14 07082 1 A 6/4/18 118 1 T14207099 1 G 6/4/18 2 1 T14 7083 1 AV . , 6/4/1.8. 119 1 T14207100 1 GRA 6/4/18 3 1 T14 07084 1 A2 6/4/18 120 IT14207101 GRB 6/4/18 4 IT14 b7085 A3 6/4/18 121 1 T14207102 1 GRE 6/4/18 5 T14 7086 A4 6/4/18 122 1 T14207103 1 GRG 6/4/18 6 1 T14 07087 1 A5 6/4/18._, 23, T14207104 GRP 6/4/18 7 J T14297088 1 A6 1 6/4/18 1 24' 1 T14207105 1 HV20 1 6/4/18 18 1 T14 07089 1 ATA 1 6/4/18 125 1 T14207106 HV24 6/4/18 19 1 T14�9 7090 1 ATB 1 6/4/18 126 I T14207107 I J 1 1 6/4/18 1 110 1 T142;07091 1 ATC 1 6/4/18 127 I T14207108 I J3 1 6/4/18 Ill I T14207092 1 B 6/4/18 28 T14207109 I J5 1 6/4/18 12 1 T14207093 1 B1 6/4/18 129 IT14207110IJ5P 6/4/18 13 1 T1 42 7094 1 62 6/4/18 130 IT14207111IJ7 6/4/18 14 1 T142 7095 1 B3 6/4/18 131 IT14207112IJ7P 6/4/18 15 1 T142 4207096 1134 6/4/18 132 1 T14207113 1 JC3 6/4/18 16 T142 7097 B5 6/4/18 133 1 T14207114 1 JC5 6/4/18 17 1 T1 42 7098 1 E 6/4/18 134 1 T14207115 1 JC7 6/4/18 he truss dr 'Wing(s) referenced above have been prepared by MiTek SA, Inc. udder my direct supervision based on the parameters •ovided by hambers Truss. russ Des i�� Engineer's Name: Albani, Thomas lv license renewal date for the state of Florida is February 28, 2019. IMPORTAN' NOTE• The seal on these truss component designs is a certification that the engAVe ' named is licensed in the jurisdiction(s) identified and that the designs comply ith ANSI/TPI 1. These designs are based upon parameters shown (e.g., loans, supports, dimensions, shapes and design codes), which were liven to MiTek. '1�ny project specific information included is for MiTek's customers file reference pu ose only, and was not taken into account in the preparation of these designs. I Fek has not independently verified the applicability of the design parameters or th designs for any particular building. Before use, the building designer should verify ap icability of design parameters and properly incorporate these designs into the overall b dding design per ANSI/TPI 1, Chapter 2. 9`�� a A. ►►►►►��, �`% S q(°% F o 39380 � * r •• STATE OF . J T•••A-�0F1 pP,:Nmoo i� i"; ql't/O N .. E?Ca �. Thomas A. Albani PE No.39380 MR USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 Albani, Thomas 1 of 2 RE: 175217 - NGUYEN Site Cust� ner Info: JC & SONS Project Name: NGUYEN Model: Lot/B Qck: Subdivision: Addr s: UNKNOWN City: ORT ST LUCIE State: FL No. iSeal# Truss Name I Date 35 KJ3 6/4/18 3607117 kT107116 KJ7 6/4/18 3707118 1 KJC7 I 6/4/18 38 T14207119 1 MV2 6/4/18 39 JIT14207120 1 MV4 6/4/1.8 140 11 T14207121 1 P 1 6/4/18 41 11IT14207122 I P1 1 6/4118 42 11T14207123 1 V4 6/4/18 43 11T14207124 1 V8 6/4/18 44 14207125 1 V12 6/4/18 45 14207126 1 V16 6/4/18 46 ! 14207127 1 VA 6/4/18 47 14207128 1 VB 6/4/18 2of2 Job I ruse rusS ype 1 t ty Ply INGUY61\1 T14207062 75217 1� A SCISSORS 7 1 Job Reference (optional) Chambers Truss, In ! Fort Pierce, FL, DETAILS Run: 8.130 s Oct 26 2017 Print: 8.130 s Jan 5 2018 MiTek Industries, Inc. Mon Jun 4 14:54:40 2018 Page 1 i ID:Weg5ZxA2pfJphU_BBM119Az9jgw-OKYBuzZXsc4XicX_G_DFQMWTp711j?alUoVw9z9eYD -1-4-0 2-0 13-4-15 18-6-8 25-3-1 30-8-10 37-1-0 1-4-0 2-0- 4-3-7 7-1.8 5-1-9 6-6-9 5-5-9 Scale: 3/16"=l' 5x6 = 5.00 12 7 3x4 24 25 3x4 4x6 6 5x6 W B 8 9 I 5 I 6x8 3x4 4 10 14 6x8 = 26 0 3!, 23 r � 2 15 t3 3x4 z 12 11 o i _ 6x8 Io 2.50 12 5x8 MT18HS : 16 3x10 ; x10 l 3x5 = 11-4-OR- 1 9 9-11-15 19-2.8 28.0.1 37-1-0 1-4-0 - 7-11-16 9-2-9 8-9-9 9-0-15 Plate Offsets X,Y 3:0-1-2,0-2-12 , 5:0-3-0,Ed e , 9:0-3-0,Ed e , 11:0-1-13,Ed e , 15:0-3-4,0-3-4 , 16:0-2-8,0-3-12 I0ADING (psf) SPACING- 2-0=O CSI. DEFL. in (too) Vdefl Ud PLATES GRIP CLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.46 13-14 >908 360 MT20 244/190 CDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.94 13-14 >446 240 MT18HS 244/190 9CLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.49 11 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.68 13-14 >619 240 Weight: 176lb FT=20% LUMBER- BRACING - TOP CHORD 2141 P M 30 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc puffins. BOT CHORD 2x4 P M 30 BOT CHORD Rigid ceiling directly applied or 3-9-3 oc bracing. WEBS 2x4 P No.3 `Except* WEBS 1 Row at midpt 4-16 3-1 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 P No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. -TIONS. (Ib/ ze) 16=1531/0-8-0, 11=1288/0-8-0 Mai Harz 16=337(LC 11) M�Ij Uplift 16=-1139(LC 12), 11=-809(LC 12) :ES. (it)) - M . Comp./Max. Ten. - All forces 250 (lb) or less except when shown. CHORD 2- 783/202, 3-23=-747/187, 4-23=-734/270, 4-5=-3348/2245, 5-6=-3244/2257, = 2852/1996, 7-24=-2790/2011, 7-25=-3136/2234, 8-25=-3212/2222, 8-9=-4479/3208, 9- 0= 4586/3206, 10-26=-4989/3661, 11-26= 5041 /3651 CHORD 2- 142/805, 15-16=-1782/2829, 14-15=-1984/3122, 13-14=-2561/3957, 12 ' 3= 3314/4722, 11-12= 3324/4699 S 3-1,=-245/312, 4-16=-3307/2731, 4-15_ 135/490, 6-15=-32/258, 6-14=-637/568, 7-1 1292/2021, 8-14=-1119/958, 8-13=-276/622110-13=-519/600 1) (Unbalanced roof Ile loads have been considered for this design. 2) (Wind: ASCE 7-10 Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; 13=55ft; L=37ft; eave=5ft; Cat. 11; Exp C; Encl., G pj=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 2-3-13, Interior(1) 2-3-13 to 18-6-8, Exterior(2) hB-6-8 to 22-3-0 z' ne; cantilever left exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gap DOL=1.60 3) All plates are MT2 plates unless otherwise indicated. 4) this truss has be designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss has b n 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 ottom chord and any other members. 6) Bearing at joints) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify gapacity of bearin urface. 7) Provide mechanic connection (by others) of truss to bearing plate capable of withstanding 1139 lb uplift at joint 16 and 809 lb uplift at joint 11. LOAD CASE(S) Sta and Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 ® WARNING -Verily de gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIh7473 rev. 1010312015 BEFORE USE sign valid for use on with MITek® connectors. Tints design Is based only upon parameters shown, and is for on Individual building component, not �" a rues system. Before b ilding design. Bract the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addilronal temporary and permanent bracing MiTek? is Iways required for s bility and to prevent collapse with possible personal Injury and property damage. For general guidance, regarding the fa ricallon, storage, d 1 very, erection and bracing of trusses and truss systems, seeANSL4711 GualByCdleft DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety In/onnouanovai ble from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 ob Truss I russ ype f } ty y �NGUYEN T14207063 75217 At Root Special 2 1 Job Reference (optional) UnamDers I russ, Inc t-On McMe, FL, UC I AILS Run: a.iKs Gui 2620J/ Pfini: BJ30s Jan 520i8MIIuk Illuuahiuu, im. Mun JUI 14 I4Z4A3' 16 rays 1 ID:Weg5ZxA2pfJphU_BBM1IgAz9jgw-pvDJW_cQ9XS6Z4GZy7Xwt2_lgiBPV4k1_S19XUz9eYA 3-0-1 9-10.14 16-5-0 23-1-9 28-7-2 34-11-8 3-0-1 6-10-0 6-6-2 6-8-9 5-5-9 6.4-6 Scale=1:60.7 4x6 = 5.00 12 I 5 3x4 G 22 23 3x4 4x6 5x6 WBz�- 3 4 6 7 i I 2x3 4 i 8 21 '2 12 6x8 = 24 0 1 I � �f 13 11 m W 4x4 = 3x4 10 9 0 o 9 14 5x8MT1BHS= Io 10 4x6 6x8 = 2.50 12 MO I 3-0-14 9-10-14 17-1-0 25-10-9 34-11-8 3-0-14 6-10-0 7-2-2 B-9-9 9-0-15 Rlate Offsets Y 1:0-0-0,0-1-7 , 3:0-3-0,Ed e , :0-3-0,Ed e , 9:0-1-13,Edge], 14:0-4-0,0-2-11 OADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP CLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.46 11-12 >909 360 MT20 244/190 1CDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT)-0.9511-12 >441 240 MT18HS 244/190 3CLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(CT) 0.42 9 n/a n/a 3CDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.66 11-12 >613 240 Weight: 163lb FT=20% L MBER- EIRACING- TOP CHORD 2x4 P M 30 TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc puffins. 3OT CHORD 2x4 P M 30 BOT CHORD Rigid ceiling directly applied or 3-9-1 oc bracing. 14EBS 2x4 P No.3 MiTek recommends that Stabilizers and required cross bracing DIlTHERS 2x4 P No.3 be installed during truss erection, in accordance with Stabilizer J EDGE Installation guide. _gft: 2x4 SP No.3 REACTIONS. (Ib/ I e) 1=1293/Mechanical, 9=1293/0-8-0 M '� orz 1=-300(LC 10) M ',I�Uplift 1=-821(LC 12), 9= 821(LC 12) FARCES. (lb) - M . Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-F-5017/3704, 2663/2036, 2-21= 3547/2498, 3-21=-3483/2506, 3-4=-3417/2519, 4-22=-2895/2064, 5- -2821/2083, 5-23=-3163/2285, 6-23=-3236/2273, 6-7=-4506/3248, 7-8= 4613/3246, 8- 9-24=-5069/3694 3QT CHORD 1-1=-1754/2445, 13-14=-1748/2463, 12-13= 2127/3297, 11-12=-2648/3977, rk 10 1= 3354/4748, 9-10=-3364/4725 J1 BS 2-1 517/478, 2-13= 474/860, 4-12= 768/637, 5-12=-1278/1999, 6-12=-1121/945, 6-1=-276/632. 8-11 =-518/604 NOTES- 1) 'Unbalanced roof lip a loads have been considered for this design. 2) UllInd: ASCE 7-10,Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5ft; Cat. �I; Exp C; Encl., G ^ pi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-8-8, Interior(1) 3-8-6 to 16-5-0, Exterior(2) 16-5-0 to 20-1-8 zone;C-C f 'r members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) III plates are MT2 plates unless otherwise indicated. 4) This truss has bee designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss has b �n 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 4vlll fit between the �ottom chord and any other members. 6) Refer to girders) f r truss to truss connections. 7) Bearing at joint(s) considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify gapacity of bearin urface. 8) Provide mechanic connection (by others) of truss to bearing plate capable of withstanding 821 lb uplift at joint 1 and 821 lb uplift at joint 9. LO D CASE(S) Star and Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 Q WARNING - Verity de gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE sign valid for use on with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a b russ system. Before ilding design. Bract the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing -P��f��� A�T e V Is two required for s billiy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the to ricatlon, storage, d very, erection and bracing of trusses and truss systems, seeANS0711 QualifyCrlleda, DS9.89 and BCSI Building Component 6904 Parke East Blvd. tyInloimai/Onavai ble from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 ob Truss Truss Type Qty Ply NGUYEN I T142070(i4 p5217� A2 Hip 1 t Job Reference (optional) inamDers I russ, mcJ, ton tierce, rL, Uti AILa 3-00_4 8-10.e8-10.e 3-0-14 5-9-8 ID:Weg5ZxA2pfJphU_68M119Az9jgw-111-4xgdggBippOQy3YaOyT4Mwgquz?9KR1W&c ;59 Y8 1-8 23-1-7 28-7-0 34-11-8 0 5-1-15 5.5-9 6-4-8 Scale=1:62.3 4x8 = 5.00 12 4x6 = 5 25 6 3x4.- 3x4 4x6 i 24 7 5x6 W B 4 3 g x2x3 4 9 2 23 13 14 6x8 = 26 0 1 3x4 = n m 15 12 11 0 4x4 3x4 Z 10. Io Io 16 5x8 MT18HS zZ 6x8 = 2.50 12 3x10 = 4x5 = 3-0-1 I' 8-10-6 14-10-5 17-1-0 25-10-6 34-11-8 3-0-1 5-9-5 6-0-2 2-2-5 5-9-6 9-1-2 Offsets X,Y 1:0-0-0,0-1-7 , 3:0-3-0,Edge], 5:0-5-4,0-2-0, 8:0-3-0,Edge], 10:0-1-13,Ed e , 16:0-4-0,0-2-11 DING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP - 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.46 12-13 >917 360 MT20 244/190 L 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.94 12-13 >445 240 MT18HS 244/190 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.42 10 n/a n/a L 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.6812-13 >619 240 Weight: 170lb FT=20% BER- BRACING= CHORD 2x4 P M 30 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc pudins. CHORD 2x4 I PM 30 BOT CHORD Rigid ceiling directly applied or 3-7-13 oc bracing. SS 2x4 P No.3 MiTek recommends that Stabilizers and required cross bracing ERS 2x4 P No.3 be installed during truss erection, in accordance with Stabilizer )GE Installation guide. 2x4 SP No.3 CTIONS. (111 ze) 1=1293/Mechanical, 10=1293/0-8-0 M Horz 1=-274(LC 10) Ma Uplift 1= 821(LC 12), 1.0= 821(LC 12) CES. (lb) - M Comp.7Max. Ten. - All forces 250 (lb) or less except when shown. CHORD 1- L-2620/2087, 2-23= 3525/2724, 3-23=-3487/2729, 3-4=-3427/2740, 4-24=-3082/2382, 5- '�--3011/2399, 5-25= 3206/2558, 6-25=-3206/2558, 6-7= 3259/2510, 7-8=-4531/3450, 8- -4605/3440, 9-26=-5026/3886, 10-26=-5078/3876 CHORD 1-1 1773/2388, 15-16=-1767/2403, 14-15_ 2391/3298, 13-14=-1862/2853, 12 3=-2871/3954, 11-12=-3529/4757, 10-11 =-3538/4734 3S 2-1 6-1�=-763/1065, =-514/474, 2-15=-648/912, 4-14=-567/536, 5-14=-210/312, 5-13=-565/804, 7-13= 1043/940, 7-12=-286/639, 9-12=-546/625 1) jUnbalanced roof I �e loads have been considered for this design. 2)I ind: ASCE 7-10' Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5ft; Cat. ll; Exp C; Encl., G pi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-8-8, Interior(1) 3-8-8 to 14-10-8, Exterior(2) 14-10-8 to 17-11-8, Interio 1) 23-1-7 to 34-11-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate rainage to prevent water ponding. 4) All plates are MT2 plates unless otherwise indicated. 5) This truss has bee designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss has b n 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 ottom chord and any other members. 7) Refer to girder(s) f 'r truss to truss connections. 8) Bearing at joint(s) 0 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearin ;�urface. 9) Provide mechanic I connection (by others) of truss to bearing plate capable of withstanding 821 lb uplift at joint 1 and 821 lb uplift at f11SE(S) nt10D CASta and Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 �WARNING D - Verity d sign valid for use o gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. with MI1ek6 connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a building truss system. Before design. Bract the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing • MiTek' Is always required for s prevent bility and to prevent collapse with possible personal injury and property damage. For general guidance regarding the faprlcatbon, storage, d Ivery, erection and bracing of trusses and truss systems, seeANSIM11 CuaMyCrBedo, DSB-89 and BCSI Bugd/ng Component 6904 Parke East Blvd. Solelylntomtallonov I ble from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type 1 1 QtY My NGUYEN T14207055 52n i�� Aa Hip 1 1 . — Job Reference (optional) ; — .-- -- I A n o naMoersiruss,Mc. ontierce,rL,uEin,w nui..o.Taoswc,�u�vI,rnra:v.ivs„a„..----, „—...... .,,..I .,.�.-..�.,.. ayo, ID:Weg5ZxA2pfJphU_B8MIIgAz9jgw-hgTgMMfwCIyX2haLBycslu9eKeXyRwTcv3?NgFz9eY6 3-0.14 8-0-9 12-10-8 19-11-8 27-1-2 34-11-8 3-0-14 4-11-11 4.9-15 7-1-0 7-1-10 7-10-6 Scale=1:61.2 5x8 MTiBHS = 5x12 MTiBHS = 4 22 23 24 25 5 5.00 F12 i 3x6 i 5xl2 MT18HS j 3 26 6 2tCd 11 21 Nn 20 11 12 6x8 11 10 27 0 1 4x4 Z r-� 3x4 : 9 m 5x8 MT18HS = 2x3 11 7 = 9 la I 13 o O 2.50 f 2 45 = x6 = 3x10 zZ 3-0-14 12-10-8 17-1-0 19-11-8 27-1-2 34.11.8 3-0-14 9-9-10 4-2-8 2-10-8 7-1-10 7-10-6 hate Offsets X,Y 1:0-0-0,0-1-7 , 4:0-5-4,0-2-4 , 5:0-8-8,0-2-0 , 6:0-6-0,0-3-0 , :0-1-13,Edge], fl1:0-3-9,0-3-0 OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP -1CLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.47 8-10 >896 360 MT20 244/190 CDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.90 8-10 >465 240 MT18HS 244/190 ICLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.45 7 n/a n1a III DL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.69 8-10 >610 240 Weight: 163lb FT=20% .AMBER- BRACING- -OP CHORD 2x4 P M 30 TOP CHORD Structural wood sheathing directly applied. l6T CHORD 2x4 ' P M 30 BOT CHORD Rigid ceiling directly applied or 3-9-1 oc bracing. VEBS 2x4 P No.3 WEBS 1 Row at midpt 6-10 EDGE MiTek recommends that Stabilizers and required cross bracing .ift: 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. :TIONS. (Ib/s e) 1=1293/Mechanical, 7=1293J0-8-0 M orz 1= 240(LC 10) Maxi plift 1=-821(LC 12), 7-821 (LC 12) ,ES. (lb) - M . CompJMax. Ten. - All forces 250 (lb) or less except when shown. CHORD 1- 2644/2108, 2-20=-2596/2177, 20-21=-2564/2190, 3-21= 2502/2191, 3-4=-3307/2651, 4- 2=-4083/3279, 22-23=-4083/3279, 23-24=-4083/3279, 24-25— 4083/3279, 5-2 =-4083/3279, 5-26=-3697/2983, 6-26=-3773/2966, 6-27=4798/3841, 7-2 4880/3821 CHORD 1-1 =-1787/2385, 12-13=-2496/3194, 11-12=-2144/3075, 10-11=-2483/3503, 9-1 = 3493/4553, 8-9=-3496/4532, 7-8=3495/4529 S 3-1 913/825, 3-12=-209/362, 4-12=-126/369, 4-11=-975/1272, 5-11=-646/930, 5-1 237/471, 6-10= 1213/997,6-8=0/253 1) Unbalanced roof IJ' a loads have been considered for this design. 2)W�,. ind: ASCE 7-10 u1t=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5ft; Cat. 1' Exp C; Enci„ G ^ pi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-8-8, Interior(1) 3-8-8 to 12-10-8, Exterior(2) 12-10-8 10 25-2-7, Interior( 25-2-7 to 34-11-8 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate rainage to prevent water ponding. 4) �11 plates are MT2 plates unless otherwise indicated. 5) This truss has bee designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 1 This truss has be n 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 #1I fit between the ottom chord and any other members. 7) Refer to girder(s) f truss to truss connections. 8) Bearing at joints) considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing urface. 9) Provide mechanic connection (by others) of truss to bearing plate capable of withstanding 821 lb uplift at joint 1 and 821 lb uplift at j&,t 7. 1-0�13 CASE(S) Stan and Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 - Verilyde' gn parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MIF7473 rev. 107012015 BEFORE USE��n TRNING valid for use on with MITekO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not s system. Before the building designer must verify the appllcalAity of design parameters and properly incorporate this design Into the overallng design. Bracln Indicatetl fs to prevent bttckling of Individual truss web and/or chord members only. Additional temporary and permanentbracingjl-T�k•ays required for st bllity and To prevent collapse with possible personal Injury and property damage. For general guidance regarding the fal?rication, storage, d I very, erection and bracing of trusses and truss systems, seeANS&V11 AuaMyCrftft DSB-89 and SCSI BugdMg Component 6904 Parke East Blvd.So fy Inlotmalfomvd ble from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 russ russ ype I t ty y NGUYENT14207086 r52217 A4 Hip 1 1 I Job Reference (optional) cnamoers i russ, mc.piron rierce, rL, ultr„ail nwio. lava wrco cull nnu. o.iauvcu .rvnien umuaniva, wv. nivu owl . i�..vy.Y�av,v �aee , ID:W eg5ZxA2pfJphU_BBM119Az9jgw-d3aan2gBkNDFH?jjlNeK6JEyORBvvmwvMNUTIBz9eY4 2t-11 28.1-2 34-11-8i36-3-8 4.10.11 6-1-10 6-10-6 1-4-0 5x12 MT18HS = 5x12 MTieHS= 2x3 1 5.00 12 3 23 424 25 5 26 3x4 3x 22 6 21 12 7x10 = 11 1 13 4x4 10 4x4 = 9 5x8 MT18HS ZZ 2r3 11 14 I 2.50 F12 x8 = 4x6 = j 17-2-12 Scale=1:61.9 0 27 0 0 3x10 ZZ LbADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.64 12 >660 360 MT20 244/190 TCDL 7.0 • Lumber DOL 1.25 BC 0.85 Vert(CT) -1.17 12 >358 240 MT18HS 244/190 BELL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(CT) 0.58 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.91 12 >461 240 Weight: 162 lb FT = 20% LUMBER- BRACING - CHORD 2x4 P M 30 CHORD 2x4 P M 30 IS 2x4 P No.3 `Except` 3-12 2x4 SP M 30 )GE 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-9-2 oc bracing. WEBS 1 Row at midpt 3-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 'TIONS. (Ib/sf e) 1=1292/Mechanical, 7=1370/0-8-0 Max orz 1=-225(LC 10) Max I plift 1=-817(LC 12), 7= 944(LC 12) i DES. (lb) - M Comp./Max. Ten. - All forces 250 (lb) or less except when shown. CHORD 1-21-2727/2271, 2-21=-3495/2672, 21-22=-3479/2681, 3-22=-3412/2698, 3-2--6010/4747, 23-24=-6010/4747, 4-24=-6010/4747, 4-25=-6010/4747, 5-2�-6010/4747, 5-26— 4009/3225, 6-26=-4069/3208, 6-27= 4767/3856, .7-2-4848/3838 CHORD 1-1 1969/2500, 13-14= 1959/2520, 12-13=-2206/3222, 11-12=-2716/3803, 10- r= 3493/4514, 9-10=-3497/4495, 7-9=-3481/4495 S 2-1-534/575, 2-13= 275/893, 4-12— 293/351, 5-12=-1823/2450, 5-11= 206/400, 6-111E--867/769. 3-12=-2271/2986 1) {nbalanced roof 1A loads have been considered for this design. 2) Wind: ASIDE 7-10; 1 ult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5ft; Cat. 11- Exp C; Encl., G i=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 3-8-8, Intedor(1) 3-8-8-to 10-10-8, Exterior(2) 10-10-8 to 27-2-7, Interior(1 27-2-7 to 36-4-3 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate g'rp DOL=1.60 j 3) Provide adequate Iainage to prevent water ponding. 4) A`I plates are MT20'�lates unless otherwise Indicated. 5) This truss has been'�esigned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has be 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 41 fit between the atom chord and any other members. 7) Refer to girder(s) fo truss to truss connections. 8) Bearing at joints) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing 'ilrface. 9) Novide mechanical 6onnection (by others) of truss to bearing plate capable of withstanding 817 lb uplift at joint 1 and 944 lb uplift.at joi�lt 7. II LOAQ CASE(S) Stan rd Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 ® �INARNING - Vedty des n parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev. f0/03/2015 BEFORE USE. De Igr v-lid for use onl th MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a it system. Before the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bull ing design. Bracin ndicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing n�� T :M!Tel Is always required for sto Ility and to prevent collapse with possible personal injury and property damage, For general guidance regarding the I.Sal�lvinfolmallorluvall I fjle from Truss Plodte Institute, 218 N. Lee Street. Sua 312, Alexandria, VA 2 4.�®rib, DSO-09 and BCS18uQding Component TampaeFL 33610 Blvd. Job Truss Truss Type r r aty y NGUYEN T14207087 5217 II A5 Hip 1 1 Job Reference (optional) unamuers i russ, inc, -1-4-0 1-4�- 3x5 = I' rierce, rL, uraniw 7-8-4 17-0-0 18.6-E 7-8-4 3-3-12 7-6-8 5.00 F12 r141.. D. I... —GO GV I/ rill LL.... JV J J... J GV 1 O inn tin ll Nu I—, n". mvu ow, v troy cam roes � I D: W eg5ZxA2pfJphU_BBM 119Az9jgw-2eGj P3j31 I bgBSSIzW C1 kysZrf l H6AFL2Li8LTz9eYI 26-1-0 29-4-12 37-1-0 38-5-0, 5x8 = 3x4 II 5x8 = 4 25 26 5 27 28 6 3x4 i 5 3x4 3 7 24 16 15 14 13 12 11 10 3x4 11 3x6 3x8 = 3x4 = 3x4 11 3x4 = 3x6 = 18186-E-E 7-6-8 29 30 Scale =1:65.1 3x5 = Plate Offsets X,Y - 4:0-5-12,0-2-8 , 6:0-5-12,0-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TALL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.21 13 >999 360 MT20 244/190 T DL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.41 11-13 >999 240 B LL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(CT) 0.12 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.31 13 >999 240 Weight: 184 Ito FT = 20% LUMBER- BRACING- TOPCHORD 2x4 iP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc purtins. BOT CHORD 20 M 30 BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. WEBS 2x4 No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (Ib/si e) 2=1447/0-8-0, 8=1447/0-8-0 Max orz 2=213(LC 11) Max plift 2= 990(LC 12), 8=-990(LC 12) FO CES. (lb) - M Comp./Max. Ten. - All forces250 (lb) or less except when shown. TO CHORD 2-2 294212368, 23-24= 2875/2374, 3-24� 2836/2386, 3-4=-2541/2176. 4-2 I-2828/2442, 25-26= 2828/2442, 5-26=-2828/2442, 5-27=-2828/2442, 27- = 2828/2442, 6-28=-2828/2442, 6-7=-2541/2176, 7-29=-2836/2386, 29- 2875/2374,8-30=-2942/2368 BOI CHORD 2-1 2032/2654, 15-16=-2032/2654, 14-15= 1655/2313, 13-14=-1655/2313, 12-1 16,76/2313, 11-12=-1676/2313, 10-11= 2052/2654, 8-10= 2052/2654 WEBS 3-15-554/530, 4-15_ 320/464, 4-13=-537/724, 5-13=-472/568, 6-13=-537/724, 6-11'-320/464, 7-11=-555/529 NOTES- 1) Unbalanced roof IN loads have been considered for this design. 2) Wind: ASCE 7-10; ult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5ft; Cat. II� Exp C; Encl., GC 1=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 2-3-13, Interior()) 2-3-13 to 11-0-0, Exterior(2) 11-0-0 to 31-3-15, 1 tedor(1) 31-3-15 to'38-5-11 zone;C-C for members and forces $ MW FRS for reactions shown; Lumber DOL=1.60 plate gh DOL=1.60 3) P`'ovide adequate d inage to prevent water ponding. 4) This truss has been esigned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` this truss has bee' 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 bttom chord and any other members. 6) P�pvide mechanical 'connection (by others) of truss to bearing plate capable of withstanding 990 lb uplift at joint 2 and 990 lb uplift at joint 8. LOAD CASE(S) Stan Ord Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 0 ARN/NG - Verily des/ ' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MX7473 rev. 1010312015 BEFORE USE. R' valid for use only ith MiTek® connectors. This design is based only upon parameters shown, and Is foran Individual building component, notmay`system. Before ' the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall 1%�esl dicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ��pTgsign.&cing -Itl@� eV ys required for sta Illy and to prevent collapse with possibie personal Injury and property damage. For general guidance regarding the atlon, storage, dell ry, erection and bracing of trusses and truss systems, seeANSYMII CualltyCltletla, DSB-89 and BCSI Bulld/ny Component 6904 Parke East Blvd. lnPolmallonovalto a from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 o III Truss Truss Type 1 r ty Ply T14207068 5217 A6 Hip 1 �NWYEN i Job Reference (optional) :namuer5 I russ, Inc. [1111 r 111CO, rL, UC I111w nun: O. I JU s Vur ZO ZUl / r1In1: 0. 13V s dall J ZV IO MI19K 111UUS1116S, 111U. MVII JUII 4 14:0-4 ZV I O raytl I I D: W eg5ZxA2pfJphU_B8M 119Az9jgw-_1 OTq[kJZvrYOmch5wEVpMxnbS_za3AeW fBEQLz9eY? 1-4-0 5-8-12 9-0-0 15-4-15 21-8-1 28.1-0 31-4-4 37-1-0 38.5-0 1-4-4ITI 5-8-12 3-3-4 6-4-15 6-3-3 6-4-15 3-3-4 5-8-12 Scale = I i65.1 5x8 = 3x4 = 4x6 = 3x4 11 5x8 — L00 12 4 26 5 27 6 7 28 29 8 3x4 �� 3x4 i 3 9 P5 30 4 31 a 2 10 t 1 o f Io 17 16 15 14 13 12 3x5 — 3x4 = 3x6 _ 3x4 = 3x8 = I SA_ 3x4 = 3x5 — i 9-0-0 15-4-15 21-8-1 28-1-0 37-1-0 9-0-0 6-4-15 6-3-3 6-4-15 9-0-0 Plate Offsets X,Y -2:0-0-6,Ed e , 4:0-5-12,0-2-8 , 6:0-3-0,Edge], 8:0-5-12,0-2-8 , 10:0-0-6,Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.26 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.51 14-15 >877 240 BOLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.13 10 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.40 14-15 >999 240 Weight: 181lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 P M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc purlins. BOT CHORD 2x4 P M 30 BOT CHORD Rigid ceiling directly applied or 4-8-9 oc bracing. 2x4 P No.3 MiTek recommends that Stabilizers and required cross bracing TS be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/si' e) 2=1447/0-8-0, 10=1447/0-8-0 Max orz 2=178(LC 11) Max plift 2= 990(LC 12), 10= 990(LC 12) FORCES. (Ib) - Ma Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-2-2991/2497, 24-25-2958/2500, 3-25-2937/2507, 3-4-2738/2277, 1-3301/2779, 4-2 26-27=-330112779, 5-27=-3301/2779, 5-6=-3300/2778, 6-7-3300/2778, 7-2 = 3300/2778, 28-29-3300/2778, 8-29-3300/2778, 8-9=-2738/2278, 9-3 = 2937/2507, 30-31=-2958/2500, 10-31=-2991/2497 BO CHORD 2-1-2171/2731, 16-17=-1817/2502, 15-16=-1817/2502, 14-15=-2451/3301, 13- G= 1838/2502, 12-13-1838/2502, 10-12=-2191/2731 W BS 3-1 4-17=-203/401, 4-15=-804/1017, 5-15=-403/447, 7-14=-360/445, ,-341/433, 1 8-14— 802/1016.8-12=-203/401. 9-12=-342/433 1) Unbalanced roof 11V� loads have been considered for this design. 2) Wind: ASCE 7-10; ult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=55ft; L=37ft; eave=5ft; Cat. III- Exp C; Encl., G 1=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 2-3-13, Interior(1) 2-3-13 to 9-0-0, Exterior(2) 9-0-0 to 33-3-15, Interior( ) 33-3-15 to 38-5-11 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate g1p DOL=1.60 3) Provide adequate 'ainage to prevent water ponding. 4) This truss has bee il esigned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) his truss has be h 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 `411 fit between the bttom chord and any other members. 6) Provide mechanical' onnection (by others) of truss to bearing plate capable of withstanding 990 lb uplift at joint 2 and 990 lb uplift at joint 10. LOAD CASE(S) Stan rd Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Celt 6834 8904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 ® ARNING desl parameters and READ NOTES ON MS AND INCLUDED MITEK ..PAGE PAGE M11-7473 rev. 1010312015 BEFORE USE Des gn valid for use only ITh Mi1eII connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a Tr rss system. Before 'the bWiding designer must verify The appl)cab�ify of design parameters and properly incorporate this design into the overall bull Ing design. &acfn ndlcated Is To prevent buckling of individual Truss web and/orchard members only. Additional temporary and permanent bracing -MiTek" Noays required for sta Ility and To prevent collapse with possible personal tnJury and property damage. For general guidance regarding The tab cation, storage, deli ry, erection and bracing of trusses and truss systems, seeANSUiPII OualNyCrBedo DSB�9 and BCS18u0d/ng Component 6904 Parke East Blvd. So ty BrfonnoHorpvall le from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexand io. VA 22314. Tampa, FL 33610 runs russ ype 1 e ty y NGUYEN�'ob T14207089 5217 ATA ATTIC 1 1 i Job Reference (optional) cnamoers i russ, inc. ��t-on rierce, rL, Ue i Hua nun: oA 30 s VIA 26 - I / ruw: o. iov s eau 52018 ivitieA uau iY c yo I D: W eg5ZxA2pfJ phU_BBM 119Az9jgw-PhAJ kl bsrjnTPgXKI L09CLO?845oj FZ5rCuVPkz9eW u 11-10-s -1-4-0 6-2-4 8-9-8 9 0 0 10-4-11 11-8-0 14.6-12 20-8.0 22-0-0 1 -4.0 I 6-2-4 2.7-4 0.2.6 1-4.0 1-4-0 0-2-8 2-7-4 6-2-4 1-4-0 Scale=1:37.8 3x6 = 4x5 = 5 4x5 = 4 6 5.00 12 2x3 II 21 2x3II 22 3 7 � 20 o 4 23 8-0-0 2 8 �j it T 9 Io 13 12 11 10 3x6 — 5x8 MT18HS = 5x8 MT18HS = 3x6 = 6-2-4 14-5-12 20-8-0 6-2-4 8-3-8 6-2-4 Plate Offsets X,Y 2:0-0-6,Ed e , 4:Ed e,0-4-6 , 5:0-3-0,Edge], 6:Ed e,0-4-6 , 8:0-0-6,Edge], 10:0-0-0,0-1-12 , 11:0-1-12,0-0-0 , rl2:0-1-12,0-0-0 , 13:0-0-0,0-1-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(L-) -0.52 11-12 >481 360 MT20 244/190 T9DL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.87 11-12 >284 240 MT18HS 244/190 BOLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.04 8 n/a n/a 7 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.32 12-16 >769 240 Weight:81 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 P M 31 TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins. BOT CHORD 2x4 M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/side) 2=923/0-8-0, 8=923/0-8-0 Max orz 2= 201(LC 10) Max Plitt 2-554(LC 12), 8=-554(LC 12) Max rav 2=1061(LC 18), 8=1061(LC 19) FO CES. (lb) - Ma CompJMax. Ten. - All forces 250 (lb) or less except when shown. TO CHORD 2-2 1905/863, 3-20=-1820/873, 3-21 =-1 623/889, 4-21 =-I 577/901, 4-5=-366/1081, 5-6 365/1082, 6-22— 1577/901, 7-22-1623/889, 7-23-1820/874, 8-23=-1904/863 BO CHORD 2-1-626/1711, 12-13=-626/1711, 11-12=-626/1711, 10-11=-626/1711, 8-10= 626/1711 W BS 7-11 0/531, 3-12=0/531, 4-6-2830/1345 1) Pribalanced roof lid' loads have been considered for this design. 2) ind: ASCE 7-1U u1t=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5ft; Cat. Ili Exp C; Encl., G i=0.18; MWFRS (directional) and C-C Extedor(2)-1-4-11 to 2-3-13, Intedor(1) 2-3-13 to 10-4-0, Exterior(2) 1(3-4-0 to 14-0-8 zo e;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 fates unless otherwise indicated. 4) This truss has been',I Iesigned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has be designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wy11 fit between the ttom chord and any other members. 6) Ceding dead load ( psf) on member(s). 3-4, 6-7, 4-6 7) Bottom chord live lo' d (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 8) Prjovide mechanical I onnection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1554, 8=554. 9) ATIC SPACE SH N IS DESIGNED AS UNINHABITABLE LOAD CASES) Stan rd Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 Q WARNING - verify des' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev. 1010312015 BEFORE USE. P. Desl n valid for use only MiTek® connectors. INS design Is based only upon parameters shown, and Is for an individual building component, not � a tr system. Before the building designer must verify the applicabillly of design parameters and properly Incorporate this design Into the overall bull liltdesign. Bracing, dicafed Is to prevent buckling of Individual truss web and/or chord members only. Additional Temporary and permanent bracingg�'�,k7 Is al required for sta Iry and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrl aflon, storage, dell' ry, erection and bracing of trusses and truss systems, seeANS►//PII Gualfly Crlledla, DSO-69 and BCSI Bu➢ding Component 6904 Parke East Blvd. Sore fnfonnaRorgvalia a from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 ob Truss Truss Type city Ply NGUYEN I T14207090 5217 ATB ATTIC 2 1 Job Reference (optional) GnamDers Truss, InC 1 t-on rreTca, I-L. Ut I AILJ i -1-4-0 , I 6-2•4 1-4-0 i 6-2-4 I i I 5.00 12 2x3 11 3 20 19 it 2 �1 12 11 46 5X8 MT18HS = 6-2-4 rrun: miau s um zb zui r rnm: a.isu s dan D zulb M11 erc MOUSIne5, Inc. Mon dun 4 14:00W ZV 1b rays 1 I D: W eg5zxA2pfJ phU_BBM 11 gAz9jgw-L3149jcI6M K1 Be_hjtm2dHmTLcunH B9zOI W NCTCZ9eW s 3x6 = 5 4x5 = 4x5 = 4 6 14-5-12 B-3-8 21 2x3 11 109 5x8 MT18HS = 22 Scale=1:35.6 4x5 = Plate Offsets X,Y - i 4:Ed e;0-4-6 , 5:0-3-0,Edge], 6:Ed e,0-4-6 , 9:0-0-0,0-1-12 , 10:0-1-12,0-0-0 , 11:0-1-12,0-0-0 , rl2:0-0-0,0-1-12 I LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.52 10-11 >479 360 MT20 244/190 T�DL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.88 10-11 >283 - 240 MT18HS 244/190 BOLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.04 8 n/a n/a B�DL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.33 10-15 >743 240 Weight: 79lb FT=20% LIMBER- BRACING- TP CHORD 2x4 M 31 TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc puffins. 8 T CHORD 2x4 M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. W BS 2x4 No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. ;TIONS. (lb/sitO) 6=845/0-8-0, 2=925/0-8-0 Max orz 2=196(LC 11) Max pltft 8— 431(LC 12), 2=-559(LC 12) Max rav 8=989(LC 19), 2=1062(LC 18) ;ES. (lb) - Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. CHORD 2-19{� 1914/877, 3-19= 1830/888, 3-20= 1629/909, 4-20=-1583/922, 4-5=-427/1084, 5-603/1094, 6-21=-1583/946, 7-21=-1628/934, 7-22=-1822/921, 8-22=-1907/915 CHORD 2-12II1111-708/1700, 11-12=-708/1700, 10-11=-708/1700, 9-10=-708/1700, 8-9=-708/1700 S 7-10E0/531, 3-11=0/531, 4-6=-2845/1466 1) Unbalanced roof liv� loads have been considered for this design. 2) 1NInd., ASCE 7-10; uIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5ft; Cat. II; Exp C; EncI., GC i=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 2-3-13, Interior(l) 2 3 13 to 10 4 0, Exterior(2) 10 4-0 to 14-0-8 zo ,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Ail plates are MT fates 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 bee designed for a live load Of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the b, ttom chord and any other members. 6) Ceiling dead load (5 psf) on member(s). 3-4, 6-7, 4-6 7) B9ttom chord live to (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-11 8) Provide mechanical onhection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8 431, 2=559. III 9) AVIC SPACE SHOVVN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Stand4rd Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 ®W RNING •Verily deslg parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Desl n valid for use only In MITek8 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �� a tr system. Before use, he building designer must verify the applicability of design parameters and properly incorporate this design Into the overall build ng design- Bracing I Icated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing -:MiTek" I s al pys required for stab ty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrf a,on, storage, dells erecflon and bracing of trusses and truss systems, seeANSUiP11 QuaiityCriteda, DSB-89 and BCSI Buuding Component 6904 Parke East Blvd. Safe intomlatlotlavaila' from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 33610 ob II'i Truss Truss Type Qty Ply T14207091 5217 ATC ATTIC 2 1 [ISMEN Job Reference (optional) (russ, wiv.,irorr rlerce, rL, UCI MILD 19 2 5.00 FIT / 2x3 11 20 3 / 12 11 3x6 =T 5x8 = 6-2-4 nuu. o—vo I D:W eg5ZxA2pfJphU_B8M119Az9jgw-HSQgaOeMuylvulr5_B45MBYd8hTWf38hlgsiYVz9eWq a-9-a 9 0 0 10-4-0 11-8-0 11.10-e 14-5-12 20-3-B 22-7�6 1-4-0 1-4.0 0-2.8 2-7-4 5-9-12 Scale=1:35.2 3x6 = 5 4x5 = 4x5 = 4 6 21 2x3 11 22 8 I7 10 9 Sx8 MT18HS = 3x5 = 20-3-8 rltuFl VIIJCLJ l T 1--11 lc.V-V-o CU}jUI tY.CUyC U-Y-VJ I..V--V —y-1 IV.LUl1Gy-Y-uj 1V - - -ah ro - - - I -I a1, t 1 r,c - - - - -, LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TGILL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.53 10-11 >456 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.90 10-11 >271 240 MT18HS 244/190 BOLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(CT) 0.03 8 n/a n/a BC L 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) -0.35 11-18 >699 240 Weight: 77lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP, M 30 BOT CHORD 2x4 S M 30 W1S 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing REACTIONS. (Ib/si ) 8=833/0-3-8, 2=910/0-8-0 Max rz 2=193(LC 11) Max lift 8=-421(LC 12), 2= 551(LC 12) Max T v 8=977(LC 19), 2=1046(LC 18) FOF�CEIS (Ib) - Max. omp./Max. Ten. - All forces 250 (lb) or less except when shown. TO� CHORD 2-19 1 339/841, 3-19=-1755/852, 3-20= 1563/876, 4-20= 1518/888, 4-5=-389/1021, 5-6= 62/1013, 6-21 =-1 524/916, 7-21= 1569/903, 7-22= 1763/887, 8-22=-1847/881 BO CHORD 2-12 :83/1636, 11-12=-683/1636, 10-11= 683/1636, 9-10=-683/1636, 8-9= 683/1636 WEBS 7-10-,/519, 3-11=0/518, 4-6— 2699/1388 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 1) Unbalanced roof liv Loads have been considered for this design. 2) Wjnd: ASCE 7-10; It--170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5ft; Cat. ll; Exp C; Encl., GC i-0.18; MWFRS (directional) and C-C Extedor(2)-1-4-11 to 2-3-13, intedor(1) 2-3-13 to 10-4-0, Extedor(2) 101-4-0 to 14-0-8 zon ;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 � ates unless otherwise indicated. 4) Th s truss has been esigned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has bee 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 b tom chord and any other members. 6) Ce ling dead load (5. psf) on member(s). 3-4, 6-7, 4-6 7) Bo tom chord live loa (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-11 8) Provide mechanical 'onnection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=421, 2=551. 9) A IC SPACE SHO N IS DESIGNED AS UNINHABITABLE. LOAD�CASE(S) Stand Gd Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cott 6634 6004 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 ® w�RNING - Verity design' arameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312016 BEFORE USE. Desig valid for use only MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a trust system. Before use, a building designer must vedfy the applicall of design parameters and property Incorporate this design Into the overall builds g design. Bracing I icated Is to prevent buckling of Individual truss web and/or chord members only. Addilional temporary and permanent bracing �11T -@UAf iek" Is aiw ys required for stabil fabric lion, storage, dellve and to prevent collapse with possible personal injury and property damage. For general guidance regarding the , erection and bracing of trusses and truss systems, seeANSU1P11 QualityCtBeda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sate hiormallonavallabl from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 ob russ Truss Type City Ply ' T74207092 75217 Roof Special 1 1 �NGUYEN Job Reference (optional) IIa55, 1116, UII rItlIGtl, rL, UGIMILO nun. v. ,sva vm cv c.,u , •n•.. ... •.,.. .. .,..•• .,,....... ......... ................. I D:W eg5zxA2pfJphU_BBM 119Az9jgw-wPVEFRmaSW 5Gd4m3CLGzvn 1 GcGcQ2ygxzzgLTEz9eXz 5-8-10 11-1-0 17.9-9 23-3-2 29-7-8 5-8-10 6-8-9 5-5-9 6-4-6 3x4 11 Scale=1:55.4 4x5 = 3 v L_n i ,vnL. L.L.�av r,' ,L. ,.v � v LOADS IMPOSED BY SUPPORTS (BEARINGS). 3x6 _ <TYPICAL FOR ALL APPLICABLE TRUSS DESIGNS IN THIS JOB> 11 1 5-8-10 16-0-6 8-9-9 9-0-1b Plate Offsets X,Y -- 11 fl:0-3-8,0-0-01, 5:0-3-0,Ed e , :0-0-9,Ed e i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vertil -0.29 9-10 >999 360 MT20 244/190 TCbL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.63 9-10 >565 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(CT) 0.30 7 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.42 9-10 >834 240 Weight: 145lb FT=20% LUMBER- BRACING - TOO, CHORD 2x4 S', M 30 TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc puffins, BOT CHORD 2x4 S M 30 except end verticals. WEBS 2x4 S No.3 `Except` BOT CHORD Rigid ceiling directly applied or 4-3-1 oc bracing. 1-13: 4 SP M 30 MiTek recommends that Stabilizers and required cross bracing OT ERS 2x4 S No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/siz 7=1091/0-8-0, 13=1091/0-3-8 Max H rz 13=-255(LC 10) Max U ' lift 7=-681(LC 12), 13=-704(LC 12) I FORCES. (lb) - Max. omp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17 1789/1205, 2-17=-171211215, 2-18=-1991/1406, 3-Ill 932/1422, 3_19 ''2151/1505, 4-19= 2226/1493, 4-5=-3558/2512, 5-6=-3665/2510, 6-20=-4078/2974, 7-20 i 130/2964, 12-13=-1091/887, 1-12=-1047/831 BOT CHORD 11-12-400/462, 10-11= 841/1725, 9-1 0=-1 95313055, 8-9=-2670/3868, 7-8=-2679/3844 WEBS 2-11—'9/454, 2-10— 165/348, 3-10= 756/1282, 4-10= 1144/971, 4-9— 305/664, 6-9= 28/611, 1 -11 =-1 097/1566 1) Unbalanced roof live I'Pads have been considered for this design. 2) Wil d: ASCE 7-10; V It=17omph (3-second gust) Vasd=132mph; TCDL=4.2psi; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=sit; Cat. II; Exp C; Encl., GCp' 0.18,- MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-10-4, Interior(1) 3-10-4 to 11-1-0, Exterior(2) 11 '1-0 to 14-9-8 zon C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been igned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been' esigned 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 lfit between the bo om chord and any other members. 5) Bearing at joints) 7, '8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing st ace. 6) Pro ide mechanical c' nnection (by others) of truss to bearing plate capable of withstanding 681 Ib uplift at joint 7 and 704 lb uplift at join 13. LOAD,CASE(S) Standa tl Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 ® WA NING -Verify designIrameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Deslg valid for use only wiMiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �� a truss system. Before use, I g design. Bracing Incated building designer must verify the applicability of design parameters and properly Incorporate this design Info the overall Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracingAtl9A p�rbuilds 9ek• Is alw ys required for stabiland to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabric flon, storage, delive erection and bracing of trusses and truss systems, seeANSLOW11 Qua/9yCdteda, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safe informaHonovailablfrom Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 o russ Truss Type t ty y NGUYEN III - T14207093 75217 I B1 Hip 1 1 Job Reference (optional) �.. o ID:Weg5ZxA2pfJphU_BBM119Az9jgw-L—BMtToSNRTgUXUeuUggWOfniTe9FKONfZ4Zz9yeXw 5-0-9 9-6-8 12-7-8 17-9-7 23-3.0 29-7-8 5-0-9 4-5-15 3-1-0 5-1-15 5-5-9 6-4-8 5.00 12 48 = 3 4x5 = 4 Scale=1:55.5 4 tH 9-6-8 2-2-8 8-9-6 9-1-2 Plate Offsets (X,Y)- ' [1:0-1-12,0-1-71, [3:0-5-4,0-2-01, [6:0-3-0,Edge), [8:0-0-9,Edgel, [13:0-4-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TALL 20.0 'Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.29 10-11 >999 360 MT20 244/190 T�DL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.63 10-11 >562 240 BgLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(CT) 0.32 8 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.42 10-11 >833 240 Weight: 150lb FT=20% L MBER- BRACING- TdP CHORD 2x4 M 30 TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc puffins, BOAT CHORD 2x4 M 30 except end verticals: W BS 2x4 No.3 `Except` BOT CHORD Rigid ceiling directly applied or 4-1-14 oc bracing. 1-14: x4 SP M 30 WEBS 1 Row at midpt 2-13 OT ERS 2x4 S No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. RE CTIONS. (lb/si ) 8=1091/0-8-0, 14=1091/0-3-8 Max pppprz 14=-229(LC 10) Max lift 8=-681(LC 12), 14_ 704(LC 12) FORCES. (lb) -, Max.,, omp./Max. Ten. - All forces 250 (lb) or less except when shown. TO CHORD 1-18'-253/122, 2-3=-1999/1502, 3-4= 2181/1743, 4-5=-2253/1712, 5-6=-3582/2695, I 6-7= 656/2685, 7-20= 4088/3114, 8-20=-4140/3104, 13-14=-1091/938 BOT CHORD ,--917/1555, 11-12=-977/1825, 10-11= 2136/3029, 9-10=-2829/3878, 8-9— 839/3855 8_9 WEBS 2-12 I05/479, 3-ll=-600l748,4-11=-413/656, 5-11= 1062/956,5-10=-320/672, 7-10, 557/637, 2-13=-1775/1541 1) Unbalanced roof livIlloads have been considered for this design. 2) Wind: ASCE 7-10; V111t=170Mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=55ft; L=37ft; eave=511t; Cat. 11; Exp C; Encl., GC =0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-10-4, Interior(1) 3-10-4 to 9-6-8, Exterior(2) 9-6-8 to 12-7-8, interior(1) 7-9-7 to 29-7-8 zone;C-C for members and forces & MIN FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 1 3) Prbvide adequate dr inage to prevent water ponding. 4) This truss has been esigned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' T is truss has bee 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 willfit between the b tom chord and any other members. 6) Be ring at joint(s) 8, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify caRacity of bearing s ace. 7) Provide mechanical nnection (by others) of truss to bearing plate capable of withstanding 681 Ib uplift at joint 8 and 704 lb uplift at joint 14. CASE(S) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 ®W RN/NG -Verily desig ' arameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. 10/03/2015 BEFORE USE Deslg valid for use only MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a tr system. Before use,' a building designer must verity the applicability of design parameters and properly incorporate this design Into the overall builtli g design. Bracing I Icated is to prevent buckling of Individual truss web and/or chord members only, Additional temporary and permanent bracing . Mi.Tek' is aiw ys required for stabi and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabric lion, storage, deliv erection and bracing of trusses and truss systems, seeANS&?P11 QaalllyCdteda, DSB-89 and BCSI Bufiding Component 6904 Parke East Blvd. Safety Infoanaltonovailob' from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 russ russ ype r ty y NGUYENT14207094 Lob 7 II 62 Hip 1 1 Job Reference (optional) Lmamoers nuns, mc: Iren nerve, FL, DE AILS i . ro r an MI. :.+. , X ID:W eg5ZxA2pfJphU_BBM 119Az9jgw-IZtVW UgKgMrPL?DDZcNN82HHyhg2SmOgLv7fhuz9eXt 9-9-8 11-9-0 14-7-8 18-4-B 19-6-6 21-4-10 24-1-5 29.7.8 3-5• 4-1-0 2-3-0 I 1-11-6 2-10-8 3-9-0 1-1-14 1-10-5 2.6.11 5-6-3 'I Scale=1:50.8 4x8 = 'j 2x3 II 4x8 = F12 3 4 I.00 29 30 31 5 I Its 2 632 2 4x6 1 7 2x3 = 17 8 ^b 20 1 5x8 = 16 3 33 2x3 I I 12 r� 4x8 ; u' 11 21 10 4x6 zZ 9 2.50 F12 Ia a 23 22 18 15 14 6x8 = i 2x3 I I 3x8 c 11-10-12 3-5-8 7.6-8 9-9-8 it-7-4 11 0 14-1.0 1 •7• 18.4-8 21-4.10 24-1-5 29-7-8 3-5-8 4-1-0 2-3-0 1-9-12 0- 12 2-2.4 3-9-0 3-0-2 2-8-11 5.611 -3 a1-12 Plate Offsets X,Y -- 3:0-5-8,0-2-0 , 5:0-5-4,0-2-0 , :0-3-0,Edge], 9:0-0-9,Edge], 21:0-5-4,0-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TELL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.30 10-12 >999 360 MT20 244/190 TGDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.55 10-12 >641 240 B LL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.32 9 n/a nJa BODL 10.0 Code FBC2017l1-PI2014 Matrix -MS Wind(LL) 0.43 10-12 >832 , 240 Weight: 185lb FT=20%a LU BER- BRACING - TOP CHORD 2x4 u M 30 TOP CHORD Structural wood sheathing directly applied or 3-4-10 oc puffins, . BOi CHORD 2x4 S M 30 `Except` except end verticals. 2_ 2, 'P-19,12-14: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-3-8 oc bracing. W BS 2x4 S No.3 JOINTS 1 Brace at Jt(s): 17, 13 - MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/si ') 23=1091/0-3-8, 9=1091/0-8-0 Max orz 23=-195(LC 10) Max plift 23_ 703(LC 12),'9=-682(LC 12) FO�CES. (lb) - Max. omp./Max. Ten. - All forces 250 (lb) or less except when shown. TO CHORD 1-27 1319/997, 2-27=-1260/1004, 2-28= 1919/1509, 3-28=-1872/1521, 3-29= 2807/2288, 4-29'-2807/2288, 4-30=-2807/2288, 30-31=-2807/2288, 5-31= 2807/2288, 5-6= 690/2148, 6-32=-3607/2892, 7-32=-3657/2891, 7-8=-3698/2882, 8-33=-3934/3145, I 9-33 4007/3133, 1-23=-1053/838 BO CHORD 2-21 657/640, 20-21=-738/1335, 19-20=-1032/1748, 17-19=-1014/1735, 16-1 1632/2478, 13-16=-1640/2458, 12-13=-2458/3257, 11-12= 2476/3271, 10-11-2478/3266,9-10=-2856/3717 WE S 2-20 i368/589, 3-17=-1009/1295, 5-13= 349/525, 1-21=-955/1279, 4-17= 202/259, 5-17 374/561, 6-13=-895/844, 8-10=-319/432, 6-10=-170/429, 21-23=-220/255 NOTES - balanced roof live' oads have been considered for this design. 2) Wind: ASCE 7-10; V' It=170mph (3-second gust) Vasd=132mph; TCDL--4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5ft; Cat. If; Exp C; Encl., GCp —0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-10-4, Interior(1) 3-10-4 to 7-6-8, Exterior(2) 7-6-8 to 19-10-7, Interior(1 19-10-7 to 29-7-8 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grill DOL=1.60 3) Provide adequate dr � nage to prevent water ponding. 4) All dates are 3x4 MT 0 unless otherwise indicated. 5) Thifs truss has been signed 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 bo om chord and any other members. 7) Bearing atjoint(s) 9 c-,,nsiders parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify cap city of bearing su ace. Thomas A. Albani PE No.39380 8) Pro ide mechanical . nnection (by others) of truss to bearing plate capable of withstanding 703 lb uplift at joint 23 and 682 lb uplift MiTek USA, Inc. FL Cert 6634 at j int 9. 6904 Parke East Blvd. Tampa FL 33610 LOAD ASE(S) Standa Date: , I June 4,2018 0 W RNING - Verify desigJhrameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Desig valid for use onlyMITekO connectors. Thisdesign Is based only upon parameters shown, and Is for an Individual building component, not �� a tr system. Before usebuilding designer must verify the applicability of design parameters and properly Incorporate this design Into the overallbuild! g design. Bracingated is to prevent buckling of individual truss web and/or chord members only. Addilional temporary and permanent bracing MiTek" Is alw ys required for staand to prevent collapse with possible personal Injury and property damage. For,general guidance regarding the fabric Ion, storage, delierection and bracing of trusses and truss systems, seeANSMMI1 CualByCi leda, DSO-89 and BCSI Buitding Component 6904 Parke East Blvd. Sale /nfonnoNonovailarom Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria VA 22314. Tampa, FL 33610 o russ russ ype ty y NGUYEN T14207095 75217 B3 Hip 1 1 Job Reference (optional) I russ, IOC., out rlerce, rL, UM HIW 1-0 7-8-6 1-0 1 11 7-8-6 PI 17 2 :Il '5.00 12 3x4 i 3 r1U11: O. 13V J VUl LO LV I / rill Il: O. IJU S JGI I ID:Weg5ZxA2pfJphU_BBM119Az9jgw-hy_FwAsbC_57aINcglQrDTMcFUPUwdb7pDcmmmz9eXr 13-0-0 18-6-8 24-1-0' _ _ 29-7-8 5-3-10 5-6-8 5-6-8 5-6.8 4x8 = ' . 2x3 11 4 18 19 5 Scale=1:52.3 r 4x8 = 6 20 46 7 m m cEn 13 12 11 10 9 g 3x4 — 2x3 11 3x4 = 3x6 3x8 = 3x4 = 3x6 11 7-8-6 13-0 18-6-8 24-1-0 29-7-8 7-8-6 5-3-100 5-6-8 5-6 8 5-6-8 Plate Offsets X,Y -- 4:0-5-4,0-2-0 , 6:0-5-4,0-2-0 LOI DING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TC L 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.10 13-16 >999 360 MT20 244/190 TC L 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.22 13-16 >999 240 BC L 0.0 ' Rep Stress Incr YES WB 0.68 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix -MS Wind(LL) 0.16 13-16 >999 240 Weight: 164lb FT=20% LUPBER- BRACING - TOP CHORD 2x4 S M 30 TOP CHORD Structural wood sheathing directly applied or 4-6-3 oc puffins, BOT CHORD 2x4 S M 30 except end verticals. WEBS 2x4 S No.3 BOT CHORD Rigid ceiling directly applied or 5-3-7 oc bracing. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation vide. REACTIONS. (Ib/siz 2=1168/0-8-0, 8=1089/0-3-8 I Max H rz 2=249(LC 12) Max U' lift 2=-804(LC 12), 8= 700(LC 12) FORCES. (lb) - Max. omp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17 2236/1796, 3-17=-2172/1813, 3-4=-1642/1459, 4-18= 1408/1372, 18-1-1408/1372, 5-19=1408/1372, 5-6=-1408/1372, 6-20=-970/936, 7-20=-1047/927, 7-8=- 038/984 BOT CHORD 2-13 ,1780/2038, 12-13=-1780/2038, 11-12= 1246/1463, 10-11=-1246/1463, 9-10 47/905 WEBS 3-13= /286, 3-12=-717/630, 4-12=-284/456, 5-10=-343/413, 6-10=-619/746, 6-9= 8/460, 7-9— 839/1026 NOTES- 1) Unbalanced roof live IPads have been considered for this design. 2) Wihd: ASCE 7_10; V It=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16f ; B=55ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi 0.18, MWFRS (directional) and C-C Exterior(2)-1-4-11 to 2-3-13, Interior(1) 2-3-13 to 13-0-0, Exterjor(2) 13 10-0 to 29-5-12 zor ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate dr I age to prevent water ponding. 4) This truss has been signed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been esigned 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 bo am chord and any other members. 6) Pro ide mechanical c nnection (by others) of truss to bearing plate capable of withstanding 804 lb uplift at joint 2 and 700 lb uplift at join 8. LOAD CASE(S) Standa tl Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 ® tNAI NING - Verify design arameters and READ NOTES ON THIS AND INCLUDED MN'EK REFERANCE PAGE M0.7473 rev. 101031201E BEFORE USE. Deslgrj valid for use onty wi MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, 1 e building designer must verify the applicabllity of design parameters and properly incorporate this design Into the overall design. Bracing In icated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing buildNlyrfonnaffonavallabil T Wit- 61C is als required for stabill and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Ion, storage, dellve , erection and bracing of trusses and Truss systems, seeANSWII GualtlyCrfleda, Dl and BCSI Building Component 6904 Parke East Blvd. , from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job rusS I Fuss I ype r _ 3 ty Ply NGUYEN T14207096 5217 ' B4 Hip 1 1 Job Reference (optional) GnamDers I russ, Inc. ii en HMO, t-L, Ut I AILS 1-4-0 2 8-0 6-5-14 1-4-0 8-0 3-9-14 �I 5.00 12 5x6 23 4 22 3 2 of 7 6x10 MT1 SHS = I I 4x10 4.00 12 0.13Vsian JLV10M118K1uUU51iaS,111U. IYIV11JU11 41—`­ 1eulo Faye 1 9Az9jgw-6XgOZCuTVvU i Sm5 BM 9zYr6_5m i Lm7vfZVBrOM5z9eXo 26-1-0 29-7-8 6-7-0 3-6-8 4x8 = 3x4 11 3x4 = 4x8 = 5 6 24 25 26 7 27 8 15H 16 — 5x12 = 3x4 = 14 3x4 I I 12-11-0 13 12 4x8 = 3x6 = Scale=1:53.2 3x4 9 v rh 19 10 3x6 I I Plate Offsets X, - 2:0-3-6,Ed e , 2:0-0-8,0-5-4 , 3:0-1-12,0-0-12 , 5:0-5-4,0-2-0 , 8:0-5-4,0-2-0 , 17:0-5-8,0-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.28 16-17 >999 360 MT20 244/190 TDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.62 16-17 >568 240 MT18HS 244/190 BgLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(CT) 0.22 10 n/a n/a BODL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.45 16-17 >780 240 Weight: 1821b FT=20% LU BER- BRACING - TO CHORD 2x4 S i M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-2 oc pudins, BO CHORD 2x4 S M 30 *Except* except end verticals. 6-14, }18: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-5-2 oc bracing. W BS 2x4 S No.3 WEBS 1 Row at midpt 8-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/siz) 10=1089/0-3-8, 2=1168/0-8-0 I Max rz 2=249(LC 12) Max lift 10=-701(LC 12), 2=-802(LC 12) FORCES. (lb) - Max. omp./Max. Ten. - All forces 250 (lb) or less except when shown. TO CHORD 2-22 866/4110, 3-22=-4835/4112, 3-23=-4538/3892, 4-23=-4483/3902, 4-5=-2152/1846, 58—'1991/1836, 6-24=-1982/1829, 24-25= 1982/1829, 25-26=-1982/1829, 7-26 1982/1829, 7-27=-1599/1476, 8-27= 1599/1476, 8-9=-847/764, 9-10=-1065/981 BID CHORD 16-1 2515/2690, 15-16— 1654/1949, 6-15= 272/347, 13-14= 225/354, 12-13= 626/737, 11-1 ,-626/737, 2-17=-3998/4596 WEBS 4-16 '893/954, 5-16=-421/657, 13-15=-1147/1268, 7-15=-393/463, 7-13=-623/687, 8-13„888/1078, 8-11— 567/603, 9-11= 854/1006, 3-17=-361/498, 4-17=-1415/1823 1) Lltjbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; V It=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5fh Cat. II; Exp C; Encl., GCp, 0.18; MWFRS (directional) and C-C Extedor(2)-1-4-11 to 2-3-13, Interior(1) 2-3-13 to 11-0-0, Extedor(2) 1110-0 to 29-5-12 zo e;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate d )nage to prevent water ponding. 4) All elates are MT20 r tes unless otherwise indicated. 5) This truss has been signed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . T is truss has been'besigned 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 c F nsiders parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify cap Iacity of bearings ace. 8) Provide mechanical c nnection (by others) of truss to bearing plate capable of withstanding 701 lb uplift at joint 10 and 802 lb uplift at (dint 2. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 $904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 ®W RN/NG - Ver►fy deslg aremefers and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M!I-7473 rev. 10/03/2015 BEFORE USE. Deslg valid for use only h MiTek®connectors. this design Is based only upon parameters shown, and Is for an Individual building component, not a it system. Before use,' a building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bulldi deslgn. Bracing i icaTed Is To prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ��'��' Is alw ys required for stabil and To prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabric lon, storage, dells erection and bracing of trusses and truss systems, seeAAL%M1I Gualtly C1Bedb, DSB-89 and =1 BuOdfng Component 6904 Parke East Blvd. WOW, ►nfomrallonovailabl from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job rusS Truss Type Qty Ply �NGUYEN T74207097 75217 135 Half Hip 1 1 I Job Reference (optional) Truss, mc.,t,ron Tierce, rr., UtrAaa Hun: tr.78U s uci zC xvi / rnm: e.1Su s Jan D zul t$ ml 1 eK mausrnes, Inc. mon dun 4 74:*o:lu zul" rage 7 ID:Weg5ZxA2pfJphU_BBM119Az9jgw-W6MXBDwMogsGJEgll IW FTkcd2vMSKlt?BB35zOz9eXl 18-6-6 24-0-1 29-7-8 5-7-7 5-5-11 5-7-7 Scale=1:53.2 3x4 = 4x8 = 3x4 11 I 3x6 = 3x4 = 4x4 = 5.00 12 4 5 24 25 26 6 7 8 27 9 1I 23 X'Z 22 3 2 ot 15 9i .1 0 to9 7 16 1 1 8x14 MT18HS G Sx= 5x8 14 = 13 72 11 10 2x31 I 3x4 I I 6x8 = M= 4x4 = 3x6 11 3x10 %' 4.00 F12 i 2.8 9.0.0 12-11-0 18-6-6 24-0-1 29-7-8 2-8 6-4-0 3-11-0 5-7-7 5-5-11 5-7-7 Plate Offsets X,Y -- i 2:0-1-9,Ed e , 4:0-5-4,0-2-4 , 15:0-2-12,0-2-8 , 17:0-4-8,0-5-0 LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.32 16-17 >999 360 MT20 244/190 TCPL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.62 16-17 >571 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(CT) 0.26 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.53 16-17 >667 240. Weight: 171 lb FT = 20% LUMBER- BRACING- TOI' CHORD 2x4 S M 30 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, BO�I CHORD 2x4 S M 30 *Except* except end verticals. 2-18, 14: 2x4 SP No.3, 2-17: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-1-3 oc bracing. WEBS 2x4 S No.3 WEBS 1 Row at midpt 9-11, 3-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. RE CTIONS. (ib/siz) 10=1089/0-3-8, 2=1168/0-8-0 Max . rz 2=285(LC 12) Max ', lift 10=-706(LC 12), 2=-797(LC 12) FO CES. (lb) -Max. omp./Max. Ten. - All forces 250 (lb) or less except when shown. TO CHORD 2-22 , 08214565, 3-22=-5044/4591, 3-23=-2469/2018, 4-23=-2441/2035, 4-5=-2521/2141, 5-24 '-2496/2125, 24-25=-2496/2125, 25-26— 2496/2125, 6-26=-2496/2125, 6-7-- 002/1642, 7-8=-2002/1642, 8-27=-1328/1087, 9-27=-1328/1087, 9-10= 1037/918 BOT CHORD 16-1 4148/4254, 15-16= 2010/2270, 5-15=-252/313, 13-14= 25W355, 12-13'-1087/1328, 11-12=-1087/1328, 2-17=-4561/4734 WEBS 4-1638/442, 4-15=-276/456, 13-15=-1415/1678, 6-15=-533/546, 6-13— 576/608, 8-13—', 81/826,8-11=-7931778,9-11=-1300/1592,3-17=-1081/1262,3-16=-2106/2157 1) Unbalanced roof live oads have been considered for this design. 2) Wir�ld: ASCE 7-10; V It=l7omph (3-second gust) Vasd=132mph; TCDL=42psf; BCDL=3.Opsf; h=16ft; 6=55tt L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCp ,f 18; MW FRS (directional) and C-C Exterior(2)-1-4-11 to 2-3-13, Interior(1) 2-3-13 to 9-0-0, Exterior(2) 9-0-0 to 14-2-15 zone;C-C pr members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Pr vide adequate dr ,nage to prevent water ponding. 4) AllTlates are MT20 p, tes unless otherwise indicated. 5) Thits truss has been signed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been' esigned 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 bo om chord and any other members. 7) Bearing at joint(s) 2 c ',insiders parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing su ace. 8) Proyide mechanical c nection (by others) of truss to bearing plate capable of withstanding 706 lb uplift at joint 10 and 797 lb uplift at joint 2. LOAD TIC SE(S) Standa Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 WA MING -Verily design arameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/012015 BEFORE USE. -- Desig valid for use only MITek®connectors.lTlis design Is basedo nly upon parameters shown, and is for an indiNdual b011tltng component, not a it system. Before use, t e building designer must verity the applicability of design parameters and properly Incorporate thk design into the overall builds g design. &acing In' icated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing �1� :9tltiA��.'�e h alw ys required for sfabil and to prevent collapse with possible personal InJury and property damage. For general guidance regarding fhe fabric Lion, storage, tlellve ,erection and bracing of trusses and truss systems seeANSI/►PII CuolllyCrMerla DSB 8f1 and BCSI Build/r�gComponenf 6904 Parke East Blvd. Sofe ►nfonnafomvollabl from Truss Plate Institute, 218 N. Lee Streel, Suite 312, Alexandria VA 22314. Tampa, FL 33610 rUSSTruss Type r i ty y �NGUYEN T14207098 �ob 5217 COMMON i i Job Reference (optional) ,namuers rruss, mc.,ron meme, rL, u�i Hn.a -1-4-0 111 1-4-0 rrun: mi sus um zb zui i runt: o.isu s dan o I D: W eg5ZxA2pfJphU_B8M 119Az9jgw- 4.4-0 8-8-0 4-4-0 5.00 12 12 2 46 = 4-4-0 4-4-0 SING (psf) SPACING- 2-0-0 20.0 Plate Grip DOL 1.25 7.0 Lumber DOL 1.25 0.0 Rep Stress Incr YES _ 10.0 Code FBC2017ITPI2014 BER- CHORD 2x4 S M 30 CHORD 2x4 S M 30 CSI. TC 0.56 BC 0.51 W B 0.00 Matrix -MP 3x6 = 3 REACTIONS. (lb/si�es) 2=396/0-8-0, 4=396/0-8-0 Max brz 2= 98(LC 10) Max blift 2=-514(LC 12), 4=-514(LC 12) FORCES. (Ib) - Max. omp./Max. Ten.. - All forces 250 (Ib) or less except when shown. TO I CHORD 2-12'-340/694, 3-12= 313/702, 3-13=-313/702, 4-13=-340/694 NOTES- 1) Ulnbalanced roof liv loads have been considered for this design. 2) Wind: ASCE 7-10; ' ult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5ft; Cat. II;I Exp C; Encl., GC ii=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 2-3-13, Interior(1) 2-3-13 to 4-4-0, Exterior(2) 4-4-0 to(8-0-3 zone; porch,�eft and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate g p DOL=1.60 3) This truss has been I esigned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 'This truss has bee' 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 wt l fit between the b ttom chord and any other members. 5) Provide mechanical onnection (by others) of truss to bearing plate capable of withstanding 514 lb uplift at joint 2 and 514 lb uplift at jot i t 4. LOA4 CASE(S) Stand rd 4-4-0 13 4 4x5 = v ia:DD:1I zuto rage I JnJ3xx8QopeVsz9eXk i Scale = 1:21.3 5 Io DEFL. in (loc) Udefl Lid PLATES GRIP Vert(LL) 0.38 8-11 >271 240 MT20 244/190 Vert(CT) -0.18 B-11 >584 240 Horz(CT) -0.00 2 n/a n/a Weight: 32 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-9-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 ® W RNING - Verity design' arameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Destg valltl for use only 1yh MiTek® connectors. this design Is based only upon parameters shown, and Is for an Individual building component, not �® sot a in system. Before use, 11e building designer must verify the applicability of design parameters and property Incorporate this design Into the overall bulldh Bra In I 1 is to and/or only.itional ary and Went bracing ipossible Individual M','ek' Iwi 9stlrequlred for stabil anidtl ©h To prevent collapsewithpersonal Injury arxlProperty daineagse F r general guidance regarding the storage, dative . m systems,es and truss 11 1Cada, DSB-89 and BCS/ BulldOtg Component ctlon and bracing of �N.. 6904 Parke East Blvd. Safetyfabric Infonnoftolruvailabl froflon. Truss Plate Institute, 218 Lee Street, 1 312, Alexandra. VA 22314. Tampa, FL 3610 ob Truss Truss Type aty Ply NGUYEN T14207099 i G Hip 1 1 r217 Job Reference (optional) I russ, Inc.,I'ron coerce, FL, Ut IAILD 5.00 12 19 18 ,I 2 3x5 mun: d.13u s Uci xb 2u1 (Yrrm: d.130 s Jan 5 201 d MI I BK Inousiries, Inc. Mon Jun 414=162uld rage 1 I D: W eg5ZxA2pfJphU_BBM 119Az9jgw-whl fpFzE41 ErAhZKiQ4y5N EEe7VYXp9Rt611alz9eXi 11-8-0 14-11-4 20.8.0 , 22-0-0 , 44 = 4x4 = 4 5 2x36 i 11 10 9 3x4 = 3x6 = 3x4 = Scale = 1:38.4 n20":7 8 ja a 3x5 = M-8-0 9-0-0 (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.13 11-14 >999 360 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.27 11-14 >904 240 0.0 ' Rep Stress Incr YES WB 0.15 Horz(CT) 0.03 7 n/a n/a 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.10 9-17 >999 240 BRACING - PLATES GRIP MT20 244/190 Weight: 91 lb FT = 20% CHORD 2x4 S M 30 TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc puffins. CHORD 2x4 S M 30 BOT CHORD Rigid ceiling directly applied or 7-0-15 oc bracing. S 2x4 S No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. DTIONS. (lb/siz 2=840/0-8-0, 7=840/0-8-0 Max H' rz 2=-178(LC 10) Max U lift 2=-604(LC 12), 7=-604(LC 12) DES. (Ib) —1— omp./Max. Ten. - All forces 250 (lb) or less except when shown. CHORD 2-18 1448/1266, 18-19= 1421/1268, 3-19= 1394/1277, 3-4=-1170/1022, 4-5= 1045/985, 5-6=- 170/1022, 6-20=-1394/1277, 20-21=-1422/1268, 7-21=-1448/1266 CHORD 2-11 ' 1041/1394, 10-11=-659/1068, 9-10=-659/1068, 7-9— 1062/1312 S 3-11 06/493, 4-11=-212/335, 5-9= 212/335, 6-9= 407/493 1) Udbalanced roof live 2) Wird: ASCE 7-10; 11; Exp C; Encl., GCI to 1-8-0, Interior(1) grin DOL=1.60 3) Pr vide adequate di 4) This truss has been 5) ' This truss has bee Will (fit between the b 6) Pro ide mechanical ioini 7. Js have been considered for this design. 170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5ft; Cat. 18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 2-3-13, Interior(1) 2-3-13 to 9-0-0, Extedor(2) 9-0-0 0-15 to 22-0-11 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate ge to prevent water ponding. gned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Signed 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 n chord and any other members, with BCDL=10.Opsf. section (by others) of truss to bearing. plate capable of withstanding 604 lb uplift at joint 2 and 604 lb uplift at Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 q ® WARNING -Verily design rameters and READ NOTES ON THIS AND fNCLUDED MlTEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Desig valid for use only wi MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component not ' �" a truss ystem. Before use, 1 ' building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall buildin design. Bracing in. sated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing NOW Is atwo required for stablll and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabric Ion, storage. delivei' erection and bracing of trusses and truss systems. seeANSb?Pft Quality Criferlb, DS8-6F and DCSt Bund6tg Component 6904 Parke East Blvd. Safety fnfonnationovoilabl' ',from Truss Plate Inslifute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 I Oob Truss Truss Type ' ! ty Ply NGUYEN II T14207100 5217 GRA HIP GIRDER 1 2 Job Reference (optional) i russ, Inc. on fierce, rL, Ur I AILJ nun: 0.1Su S UGr zb zul r rani: 6.13U a jail a ev 16 M1I BK 11=5ureS, nic. i—ii dun v w.00 1 zu I o rays r I D:W eg5ZxA2pfJ phU_B8M 119Az9jgw-hD W hV_3FCCFj7wAtA5DgP3ZW OL4cPK_djM EAsHz9eXa 0, 3 -14 7-0-0 11.8-7 16-3-2 20-9-14 25-4-9 30-1-0 33-3-2 37-1-0 38.5-0, 01 3 -14 3-2-2 4-8-7 4-6-11 4-6-114-8-7 3-2-2 3-9-14 1-4-0 Scale=1:65.1 NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 5.00 2 7x8 = NAILED 4x4 = 3x4 II 6xB = 44 = 4x4 = NAILED 7x8 = i 3 24, 254 26 27 528 29 630 31 7 32 33 34 8 35 36 9 2 CO 10 d ino no11Iy 0 0 19 37 38 18 39 17 40 16 41 42 43 15 44 14 45 13 46 47 12 4x5 = 3x4 11 NAILED 4x4 = 6x8 = 4x8 = NAILED 4x4 = 6x8 = 4x4 = NAILED 3x4 II 4x5 = Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special "Special" indicates special hanger(s) or other connection device(s) required at location(s) shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. 3-9- 7-0-0 11-8-7 16 3-2 20-9-14 25-4-9 30-1-0 33-3-2 37-1-0 3-9- 3-2-2 4-8-7 4-6-11 4-6.11 4-6-11 4-8-7 3-2-2 3-9-14 ate Offsets X,Y -- 2:0-2-8,0-0-2 , 3:0-2-12,0-4-12 , 6:0-4-0, Edge], 9:0-2-12,0-4-12 , 10:0-2-4,0-0-2 7ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP jLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.69 15-16 >643 240 MT20 244/190 P L 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.72 15-16 >616 240 ALL 0.0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.15 10 n/a n/a DDL 10.0 Code FBC20171TP12014 Matrix -MS Weight: 450 lb FT = 20% i J{ EIER- EIRACING- D� CHORD 2x4 S M 30 'Except' TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc puffins. 3-6,6- : 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-6 oc bracing. DT CHORD 2x6 S( No.2 'EBS 2x4S„ No.3 REACTIONS. (lb/size) 2=2936/0-8-0, 10=2936/0-8-0 Max �rz 2=144(LC 7) Max pl,it 2=-2335(LC 8), 10= 2335(LC 8) FO CES. (lb) - Max. omp./Max. Ten. - All forces 250 (lb) or less except when shown. TO CHORD 2-3d' 972/5446, 3-24=-9063f7058, 24-25=-9064f7059, 4-25=-9068/7061, 4-261 1034817984, 26-27— 10348f7984, 27-28=-1034817984, 5-28=-10348/7984, 5-29� 10348l7984,29-30=-10348/7984,6-30-10348f7984,6-31=-10348f7984, 7-31 10348/7984, 7-32=-10354f7992, 32-33=-10354f7992, 33-34-10354/7992, 8-34 110354,7992,8-35=-9066f7059,35-36=-9063/7057,9-36=-9061/7056, 9-10 6972/5447 BOT CHORD 2-19 4862/6394, 19-37=-4886/6428, 37-38— 4886/6428, 18-38=-4886/6428, 18-39-6827/9063, 17-39=-6827/9063, 17-40=-6827/9063, 16-40= 6827/9063, 16-41 7763/10354, 41-42-7763/10354, 42-43=-7763/10354, 15-43=-7763/10354, 15-44 6825/9062, 14-44-6825/9062, 14-45— 6825f9062, 13-45-6825/9062, 13-46 4887/6429, 46-47=-4887/6429, 12-47=-4887/6429, 10-12=-4862/6395 NEBS 3-19='1476l713, 3-18=-2273/3176, 4-18=-1436/1193, 4-16— 1089/1524, 5-16=-527/551, 1 7-15= 541/554, 8-15— 1101/1532, 8-13=-1438/1196, 9-13=-2270/3174, 9-12-477/713 1) 2-p�y truss to be con ' cted together with 1 Od (0.131 "x3") nails as follows: Top chords connecte as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords conne' ted as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as f flows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are conside d equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply fonnections have een provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Ungalanced roof live I ads have been considered for this'design. 4) Widn: ASCE 7-10; Vu=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5ft; Cat. II; Ef�" C; Encl., GCp1 0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate dral age to prevent water ponding. 6) Thi I truss has been d igned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Thomas A. Albani PE No.39380 7) ` Ths truss has been signed 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 MiTek USA, Inc. FL Cart 6634 will flIt between the bot m chord and any other members. 6904 Parke East Blvd. Tampa FL 33610 8) ProV�de mechanical c nection (by others) of truss to bearing plate capable of withstanding 2335 lb uplift at joint 2 and 2335 lb uplift Date: atjotnt 10. June 4,2018 9) "NAI ED" indicates 3- d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. ® WA N/NG - Verify design arameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. Desig valid for use only MITek®connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a in system. Before use, a building designer must verity the applicabBity of design parameters and properly incorporate this design Into the overall builds g design. Bracing 116 Icated Is to prevent buckling of Individual truss web and/or chord members only. Additional Temporary and permanent bracing MiTek' Is alw ys required for stabil and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabric flon, storage, deilve , erection and bracing of trusses and truss systems, seeANSI/IPII GaafffyCf9ella, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safe tntonnalfonavallabl from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 o russ Truss Type aty y iI �NGLIYEN T74207100 75217 I � GRA HIP GIRDER 1 2 Job Reference (optional) Chambers Truss, Inc. Fort Pierce, FL, DETAILS Run: 8.130 s Oct 26 2017 Print: 8.130 s Jan 5 2018 MiTek Industries, Inc. Mon Jun 4 14:55:21 2018 Page 2 I D: W eg5ZxA2pfJphU_BBM119Az9jgw-hD W hV_3FCCFj7wAtA5DgP3ZW OL4cPK_djMEAsHz9eXa NOTES- 10) Hanger(s) or her connection devices) shall be provided sufficient to support concentrated load(s) 300 lb down and 351 lb up at 7-0-0, and 300 lb down and 351 lb up at 30-1-0 on top hord, and 389 Ib down and 444 lb up at 7-0-0, and 389 lb down and 444 lb up at 30-0-4 on bottom chord. The design/selection of such connection device(s) is th, responsibility of others. IAD CASE(S) tandard Dead + Roof Li (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads If) Vert: 1 =-54, 3-9=-54, 9-11= 54, 2-10=-20 Concentrated Lads (lb) Vert: 3 136(B) 9=-136(B) 19_ 389(B) 12=-389(B) 24=-110(B) 25=-110(B) 26= 110(B) 28=-110(B) 29=-110(B) 30=-110(B) 31=-110(B) 32=-110(B) 34=-110(B) 35= 11 ,(B) 36=-110(B) 37=-66(B) 38=-66(B) 39=-66(B) 40= 66(B) 41=-66(B)42=-66(B) 43=-66(B)44=-66(B)45=-66(B)46=-66(B)47= 66(B) ® W RNING - VerW design ! ammeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M!I-7473 rev. 1010312015 BEFORE USE. Desig valid for use only MITek®connectors. 7t1is design Is based -myupon parameters shown, and Is for an Intlivldual bufltling component, not ° a it system. Before use, building designer must verify the appllcab0lty of design parameters and properly Incorporate this design Inio the overall buildi design. &acing I icatect Is To prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing . MiTek7 h alw ys required for stabil. and to prevent collapse wtth possible personal injury and property tlamage. For general guidance regarding Tile fabric I.storage, delive , erecifon and bracing of trusses and truss systems seeAlYS///P/i Oua/EyCt9erlo DSB-09 and BCSI Buifdfng Componeni 6904 Parke East Blvd. Safe IIrfORItONorlaVaflabI from Truss Plate Institute, 218 N. Lee SireeT, suite312, A,exandria. VA 22314. _ Tampa, FL 33610 oTruss Truss Type Q typly T14207101 5217 GRB HALF HIP GIRDER i �NGLIYEN 2 Job Reference (option al ,amDerS Iruss,Inc.• Onrlerce,FL,UCIHIW —Il:D.I . —..Gu1I nuu.o.iayseau ocvioamennmuamoo,n,t,. ,wvnuuu v r,.—: c�,v royo , ID:Weg5ZxA2pfJphU_B8Ml l9Az9jgw-xyZ403Av4zNRilMbCUtxHyRzwzAhOMZxnGv8WAz ' XR -1-4-0 8-0 7-0-0 9-11-8 12-11-0 17-2-0 21-3-4 25-4-8 29-7-8 1-4-0 8-0 4-4-0 2-11-B 2-11-8 4-3-0 4-1-4 4-1-4 4-3-0 l Scale=1:53.2 I NAILED 6x8•MTIBHS= NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 2x3 II 3x4 = NAILED 3x10 = 3x6 = 3x4 = NAILED 2x3 II NAILED 4x5 = 0 12 4 26 I 5 27 6 28 29 30 7 8 31 9 32 10 83 11 i 3 2 q[i 18 0 IT o 0 21 20 34 19 35 7x14 = 7x14 MTi8HS = 2x3 II 3x8 = 16 15 13 12 17 36 37 38 14 39 40 4.00 F12 NAILED NAILED NAILED 3x4 11 NAILED 5x6 = NAILED 3x6 = NAILED 4x10 = NAILED 3x6 11 3x10 NAILED .NAILED 3x4 = NAILED 2x3 I I NAILED NAILED 2-8 7-0-0 9-11-8 12-11-0 17-2-0 21-3-4 25-4-8 29-7-8 2-8 4 4-0 2-it-8 2-11-8 4-3-0 4-1-4 4-1-4 4-3-0 ate Offsets X,Y ! 2:0-2-5,Ed e , 3:0-2-12,0-1-2 , 4:0-5-4,0-2-4 , 18:0-10-0,Ed e , 21:0-8-8,Ed e )ADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP LL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.62 18-19 >574 240 MT20 244/190 'DL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT)-0.6718-19 >528 240 MT18HS 244/190 ,,LL 0.0 ' Rep Stress Incr NO WB 0.71 Horz(CT) 0.30 12 n/a n/a 'DL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 341 lb FT = 20% BER- BRACING - CHORD 2x4 S M 30 TOP CHORD CHORD 2x4 S M 30 *Except' BOT CHORD 2-22, 17: 2x4 SP No.3, 2-21: 2x4 SP M 31 S 2x4 S No.3 `Except' 16-18-, x4 SP M 30, 3-21: 2x6 SP No.2 DTIONS. (lb/size) 12=2543/0-3-8, 2=2402/0-8-0 Max QrZ 2=234(LC 8) Max plift 12=-1889(LC 8), 2=-1761(LC 8) Max av 12=2543(LC 1), 2=2422(LC 36) DES. (lb) - Max. omp./Max. Ten. - All forces 250 (lb) or less except when shown. CHORD 2-3= 1 069417601, 3-4= 9963l7177, 4-26— 7635/5555, 5-26=-7635/5555, 5-27=-7635/5555, 6-27'-7635/5555,6-28— 8349/6101,28-29=-8349/6101,29-30— 8349/6101, 7-30 834916101, 7-8= 5133/3730, 8-31=-5133/3730, 9-31=-5133/3730, 9-32= 3059/2220, 10-3 S 3059/2220, 10-33=-3059/2220, 11-33=3059/2220, 11-12= 2467/1880 CHORD 20-21''-4729/6524, 20-34=-4761/6582, 19-34=-4761/6582, 19-35=6204/8499, 18-356205/8501, 6-18=0/281, 17-36_581/828, 36-37=-581/828, 16-37=-581 /828, 16-3-4600/6324,15-38-4600/6324,14-15=-3730/5133,14-39=-3730/5133, 13-39-3730/5133,2-21=-7181/9939 4-20= 00/912, 4-19=-1020/1490, 6-19=-1118/831, 16-18=-4078/5576,7-18=1713/233, 8, 7-16 51l709, 7-15=-1478/1073, 9-15=645/1081, 9-13=2558/1863,10-13=-469/496, 11-12704/3726,3-21=-696/1103,4-21=-2272/3105 Structural wood sheathing directly applied, except end verticals. , Rigid ceiling directly applied or 6-4-1 oc bracing. 1) 2-dly truss to be congj cted together with 1 od (0.131 "x3") nails as follows: ToR chords connecte as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords conne 'led as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as f flows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All oads are conside d equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply bonnections have een provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live I' ads have been considered for this design. 4) Wind: ASCE 7-10; Vu k=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5ft; Cat. II; E�rp C; Encl., GCp! 0.18, MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Pro ide adequate drat' age to prevent water ponding. 6) All 0lates are MT20 pl tes unless otherwise indicated. 7) Thl�truss has been d igned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' Th s truss has been signed 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 f t between the bot m chord and any other members. 9) Bea ng atjoint(s) 2 co' siders parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify caD�ctty of bearing su ce. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 ®W1 RNING - Verity deslgn 11 ammeters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MY-7473 rev. 10103,2015 BEFORE USE. Deslgfr valid for use only MiTek®connectors. This design is based oNy upon parameters shown, and Is for an indivdual binding component, not �• a tr system. Betore use, a building designer must verity the appllcab011y of design parameters and properly incorporate this design Into the overall ��L�/��Yri build! g design. &acing In IcaTed Is To prevent txrcklfng of Individual truss web and/or chord members only. Addlaonal temporary antl permanent bracing Mi 9ek" h alw ys required for slabil and to prevent collapse with possible personal friary and property damage. For general guidance regarding the fabric Ibn, storage, dellve ,erection and bracing of trusses and truss systems, seeANSUfPII Guallty Cdfeda, DSB�9 and BCSI BuOdUrg Component 6904 Parke East Blvd. Safe lnformallorgvallabi from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 I russ Truss Type + Qty y 'ob T14207101 75217I, GRB HALF HIP GIRDER 1 Z �NGUYEN Job Reference (optional) Truss, Inc.fi'Fort Pierce, FL, DETAILS Run: 8.130 s Oct 26 2017 Print: 8.130 s Jan 5 2018 MI I ek industries, Inc. Mon Jun 4 14:55:30 201" rage" ID:W eg5ZxA2pfJphU_B8M 11 gAzgjgw-xyZ403Av4zN Ri I MbC UtxHyRzwzAhOMZxnGvBgGz9eXR 0) Provide mech nical connection (by others) of truss to bearing plate capable of withstanding 1889 lb uplift at joint 12 and 1761 lb uplift at joint 2. 1) "NAILED" indl ales 3-10d (0.148"x2t or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 2) Hanger(s) or her connection device(.) shall be provided sufficient to support concentrated load(s) 273 lb down and 329 lb up at 7-0-0 on top chord. The design/selects n of such connection device(.) is the responsibility of others. IAD CASE(S) Dead + Roof L Uniform Loads Vert: 1 Concentrated I Vert: 4 28=-1' (balanced): Lumber Increase=1.25, Plate Increase=1.25 2-4=-54, 4-11=-54, 18-21=-20, 12-17= 20, 21-23=-20 B) 11 =-1 36(B) 6=-1 1 O(B) 20= 544(B=-8b) 16= 66(B)18=-66(B) 15— 66(B) 7=-110(B) 9=-11O(B)10=-110(B)13=-66(B) 26=-102(B) 27=-102(B) 30= 110(B) 31=-110(B)32= 11O(B) 33=-110(B) 34— 80(B) 35=-80(B) 36— 66(B) 37=-66(B) 38=-66(B) 39= 66(B)40=-66(B) ®W RN1NG - VerBy desigjn�, rameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE M11-7473 rev. 10AMOIS BEFORE USE. g for use only MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a fnr system. Before ua design. Bracingcaled building designer must verify the applicability of design parameters and properly Incorporate this design Into the overallt�yTbuilds Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mi g prevent For the eW Is alw;ys requlred for sta fabricptlon, storage, denerection and to prevent collapse with possible personal injury and property damage. general guidance regarding and bracing of trusses and Truss systems, seeANSiVII GaalByC1Heda. DSB-89 and BCS/ BUQding Component 6904 Parke East Blvd. ffbri+++Intormallonovallafrom Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply NGUYEN T14207102 75217 GRE HIP GIRDER 1 1 Job Reference (optional) unamoers iruss,mc. onrierce.FL,DETAiLS nw.;Mous w­ uo vi, ril� .�.�����a„ „,.�,,,.�„o,.,,,,.,.�,,,o�,,,,,,, ,,,,,,,,,,,,, ,�..,.,..,,.�.,,.. ,,.y,. , ID:W eg5ZxA2pfJphU_B8M 119Az9jgw-LXFD05CnNulOZm5AtdRfvb3gQBOoDucOUD8oHbz9eX0 -1-4-0 3-0-0 5-8-0 8-8-0 10-0-0 1-4-0 3-0-0 2-8-0 ' 3-0-0 1-4-0 II Scale=1:21.6 Special Special 4x4 = NAILED 4x4 = I 5.00 12 i r; ".5 2 6 Io 1 8 16 7 2x3 II NAILED 2x3 If 3x4 = Special Special 3x4 = 3-0-0 5-8.0 , B-8-0 3-0-0 2-8-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(ILL) 0.03 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.02 8 >999 240 BELL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 34 lb FT = 20% LUMBER- BRACING- TOp CHORD 2x4 S M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOI CHORD 2x4 S M 30 BOT CHORD Rigid ceiling directly applied or 9-1-5 oc bracing. W E,BS 2x4 S No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quiae. REACTIONS. (Ib/sl ) 2=445/0-8-0, 5=445/0-8-0 Max �rz 2=-76(LC 23) Max lift 2=-579(LC 8), 5= 579(LC 8) I FORCES. (Ib) - Max. omp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 34/755, 3-15=-570/736, 4-15- 570/736, 4-5=-634/755 BOTI CHORD 2-8=; 39/560, 8-16=-649/570, 7-16= 649/570, 5-7= 639/560 1) Ub balanced roof IN loads have been considered for this design. 2) Wind: ASCE 7-10; It=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5ft; Cat. II;�Exp C; Encl., GC =0.18; MW FRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) P ovide adequate d inage to prevent water ponding. 4) Tljis truss has been ° esigned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' is truss has bee 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 b ttom chord and any other members. 6) Pr6 vide mechanical onnection (by others) of truss to bearing plate capable of withstanding 579 lb uplift at joint 2 and 579 lb uplift at joint 5. 7) "NAILED" indicates 1 Od (0.148°x3") or 3-12d (0.148" x3.25") toe -nails per NDS guidlines. 8) Hahger(s) or other c nection device(s) shall be provided sufficient to support concentrated load(s) 186 lb down and 179 lb up at 3-d-0, and 186 lb do and 179 lb up at 5-8-0 on top chord, and 122 Ito down and 31 lb up at 3-0-0, and 122 Ib down and 31 lb up at 5-7-4 on bottom c ord. The design/selection of such connection devices) is the responsibility of others. 9) In t�1e LOAD CASE( section, loads applied to the face of the truss are noted as front (F) or back (B). LOADi CASE(S) Stand d 1) Dead +Roof Live (ba nced): Lumber Increase=1.25, Plate Increase=1.25 Uni orm Loads (plf) Vert: 1-3=-54 3-4=-54, 4-6=-54, 9-12= 20 Cc �centrated Loads ( ) 7 Vert: 3=-15(F �4=-15(F) 8=-26(F) 7=-26(F) 15=-6(F) 16=-11(F) Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 A W I RNING - Verify design arameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1h7473 rev. 1010312015 BEFORE USE. Desig valid for use only MllekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a tr system. Before use, ,e building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall builds g design. Bracing In Icated is to prevent buckling of individual truss web and/or•chord members only. Additional temporary and permanent bracing �' p��T §�9ffe W Is aiw ys required for stabll and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabric tlon, storage, delve , erection and bracing of Trusses and truss systems, seeANS►/IPII QualifyCrBeft DSB-09 and BCSI Building Component Safe Mfonnallonavailabl from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. s904 Parke East Blvd. Tampa, FL 33610 11 ob russ Iruss type Qty Ply �NGUYEN T14207103 75211 GRG Hip Girder 1 1 I Job Reference (optional) 1) UI 2) W 3) PI 4) Al 5) Tf 6)'- wi 7) Pr at 8) IN 9) HI Heise, rL, UGIMILJ 3-9-14 1-4-0 5.00 F12 2 I5:Weg5ZxA2pfJphU_BBM119Az9jgw-16wMe6Ffgp8aQDpIYI_MW Dh4eOIIQCQgABMTwz9eXL 13-8-0 16-10-2 , 20-8-0 22-0-0 3-4-0 3-2-2 3-9-14 1-4-0 5xB MTISHS = NAILED 2x3 I I 5x8 MT18HS = Special NAILED NAILED Special 3 18 4 - 19 5 Scale=1:38.7 6 if 1020 9 21 8 (� 2x3 11 4x6 = 3x8 = NAILED 2x3 11 _ NAILED 3x6 Special NAILED Special 11 3-9-14 3-2-2 134-0 3-4-0 3-2-2 is X,Y --! 2:0-0-2,0-0-0 , 3:0-5-12,0-2-8 , 5:0-5-12,0-2-8 , 6:0-0-2,0-0-0 (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.24 9 >999 240 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.23 9 >999 240 0.0 ' Rep Stress Incr NO WB 0.24 Horz(CT) 0.08 6 n/a r1/a 10.0 Code FBC2017[TP12014 Matrix -MS BER- CHORD 2x4 S M 30 CHORD 2x4 S M 30 S 2x4 SO No.3 20-8-0 PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 91 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-7-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. :TIONS. (IbJsiz) 2=1628/0-8 0, 6=1628/0-8-0 Max rz 2= 144(LC 23) Max plift 2_ 1390(LC 8), 6=-1390(LC 8) :ES. (lb) - Max.I'�"12/624,3-9=-517/524,4-9=-436/476,5-9=-518/524,5-8=-412/624 omp./Max. Ten. - All forces 250 (lb) or less except when shown. CHORD 2-3=424/2861, 3-18=-343812977, 4-18=-343812977, 4-19= 3438/2977, 5-19=3438/2977, 5-6424/2861 CHORD 2-112473/3098, 10-11=-2493/3126, 10-20_ 2493/3126, 9-20= 2493/3126, 9-212493/3126, 8-21=-2493/3126, 6-8=-2473/3098 S 3-114 oalanced roof livr id: ASCE 7-10; -xp C; Encl., GCI !vide adequate di plates are MT20 s truss has been 1is truss has bee fit between the t roIde mechanical Dint 6. � ILED" indicates ger(s) or other c 111111i0, and 300 lb do up at 13-7-4 on boll 10) In Ehe LOAD CASE LOAD 1) Dee + Roof Live (bah m Loads (pit) Vert: 1-3= 54, .ntrated Loads (I Vert: 3=-136(l ids have been considered for this design. =170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5ft; Cat. 1.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 age to prevent water ponding. es unless otherwise indicated. signed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ?signed 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 im chord and any other members. inection (by others) of truss to bearing plate capable of withstanding 1390 lb uplift at joint 2 and 1390 Ito uplift )d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. section device(s) shall be provided sufficient to support concentrated load(s) 300 lb down and 351 lb up at and 351 lb up at 13-8-0 on top chord, and 389 lb down and 444 lb up at 7-0-0, and 389 Ito down and 444 lb chord. The design/selection of such connection device(s) is the responsibility of others. section, loads applied to the face of the truss are noted as front (F) or back (B). Lumber Increase=1.4 Plate Increase=1.25 -5= 54, 5-7= 54, 12-15=-20 5=-136(B) 11= 389(B) 9= 66(B) 4=-11O(B) 8— 389(B) 18— 11O(B) 19=-11O(B) 20= 66(B) 21=-66(B) Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd, Tampa FL 33610 Date: June 4,2018 ® WA NINO - Verity design arameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev. 10/032015 BEFORE USE. Desl valid for use only wi MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual bustling component, not �" a frrrss system. Before use,1 a building designer must verify the applicability of design parameters and properly Incorporate this design into the overall buildi g design. Bracing In Icated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing � MiTek' Is alw ys required for stablll and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabric Ion, storage, dellve ,erection and bracing of trusses and truss systems, seeANSUIP1l QaaltlyCrlleAo, DSB�9 and BCSd BuQding Component 6904 Parke East Blvd. Safe Infolmaflonavailabl . from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 oTruss Truss Type Qty Ply �NGLIYEN T742o7104 75217 �', GRP Hip Girder 1 1 Job Reference (optional) rs truss, mu., Up rie-, rL, UC I MILD null o ,/ ". M119Ajj1m 3gw- 3u ID:Weg5ZxA2pfJphU_BA0va7WnriY K1h9yevX H 1-4-0 3-9-14 7-0-0 11-8-9 16-3-7 21-0-0 24-2-2 28-0.0 29-4-0 , 1-4Tt: 3-9-14 3-2-2 4-8-9 4-6-13 4-8-9 3-9-14 Scale=1:50.3 7x8 MT18HS NAILED NAILED Special S ecial_ p NAILED 3x5 NAILED NAILED 4x6 _ NAILED 7x8 MT18HS 00 F12 3 18 19 4 20 21 22 23 5 24 25 6 I, , 2 m 7 t B jo 13 26 27 12 28 11 29 10 30 31 9 4x10 5x6 NAILED 3x4 = 5x8 MT18HS = 3x4 11 NAILED 5x6 4x10 Special NAILED NAILED NAILED NAILED Special 9-14 11-8-9 16-3-7 21-0-0 24-2-2 28-0-0 9-14 3-2-2 4-8-9 4- 4-8-9 3-2-2 3-9-14 IS (X )]- [2:0-3-1,0-2-71,[3:0-4-8,0-2-41,[6:0-4-8,0-2-41,[7:0-3-1,0-2-81,[9:0-3-0,0-3-81,[13:0-3-0,0-3-81 (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.68 10-12 >491 240 MT20 244/190 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.52 10-12 >652 240 MT18HS 244/190 0.0 ' Rep Stress Incr NO WB 0.83 Horz(CT) -0.15 7 n/a n/a 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 150 lb FT = 20% CHORD 2x4 Sp M 30 CHORD 2x6 S 2400F 2.0E S 2x4 S No.3 REACTIONS. (lb/siz) 2=2193/0-8-0, 7=2193/0-8-0 Max rz 2=144(LC 7) Max lift 2= 2398(LC 8), 7=-2398(LC 8) FORCES. (lb) - Maxl�omp./Max. Ten. -All forces 250 (lb) or less except when shown. TO CHORD 2-3= 007/5600, 3-18=-4641/5323, 18-19=-4641/5323, 4-19=-4641/5323, 4-20 1 5823/676420-21= 5823/6764, 21-22=-5823/6764, 22-23= 5823/6764, 5-231 5823/6764:5-24=-4638/5319, 24-25— 4638/5319, 6-25= 4638/5319, 6-7— 003/5596 BO CHORD 2-13 4996/4561, 13-26= 6530/5823, 26-27=-6530/5823, 12-27— 6530/5823, 12-2 1-6554/5843, 11-28=-6554/5843, 11-29= 6554/5843, 10-29=-6554/5843, 10-30-6554/5843, 30-31= 6554/5843, 9-31=-6554/5843, 7-9_ 4992/4558 WE S 3-13 1835/1593, 4-13=-1490/1723, 4-12— 712/531, 5-10— 708/536, 5-9=-1516/1752, 6-9= j ��36/1594 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 1) U 'balanced roof live oads have been considered for this design. 2) Wi11d: ASCE 7-10; V It=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCp ii 0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate dr Ainage to prevent water pending. 4) Al(pI tes are MT20 ptes unless otherwise indicated. 5) This truss has been signed for a 10.0 lost 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 bo tom chord and any other members. 7) Prol ide mechanical c nnection (by others) of truss to bearing plate capable of withstanding 2398 lb uplift at joint 2 and 2398 lb uplift at joint 7. 8) "NAILED" Indicates 3 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hariger(s) or other cc ection device(s) shall be provided sufficient to support concentrated load(s) 232 lb down and 219 lb up at 7-0-0, and 232 lb do w and 219 lb up at 21-0-0 on top chord, and 506 lb down and 721 lb up at 7-0-0, and 506 lb down and 721 lb up t 20-11-4 on bolt chord. The design/selection of such connection device(s) Is the responsibility of others. 10) In Jhe LOAD CASE( section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standee, Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: June 4,2018 ® W NING -Verily design aramerers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1I-7473 rev. f0/03/2015 BEFORE USE Desig valid for use only w MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component not �' a to system. Before use, a building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall - buildi g design. Bracing In Icated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is aiw ys required for stabil and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the tabrlc Ion, storage, delive erection and bracing of trusses and truss systems, seeANSYM11 AualByCrfleda, DSB-89 and BCS/ Bugdh7gComponent 6904 Parke East Blvd. Safe InfonnaBonavailabl ' from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply NGUYEN , I5217 T14207104 GRP Hip Girder 1 1 Job Reference (optional) Truss, Inc., t ort Pierce, FL, DETAILS Run: 6.130 s Oct 26 2017 Print: 8.130 s Jan 5 2018 MiTek Industries, Inc. Mon Jun 4 14:55:40 2018 Page 2 I D: W eg5ZxA2pfJphU_BBM 119Az9jgw-etAsU UTAj 1 eOvr7 W nb3l h3riY?i8MtEQ5pKg 1 hz9eXH OAD CASE'S) tandard Dead + Roof Li a (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads If) Vert: 1 54, 3-6=-54, 6-8=-54, 2-7=-20 Concentrated L ads (lb) Vert: 3 28(B) 6=-28(B) 13=-506(B) 9� 506(B) 18=-1(B) 19=-1(B) 20=-1(B) 23= 1(B) 24=-1(B) 25= 1(B) 26= 182(B) 27=-182(B) 28=-182(B) 29=-182(B) 30= 1'82(B) 31= 18 (Bl W NING • Verily design arameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1--7473 rev. 1010312015 BEFORE USE. Deslg valid for use only MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not � a fru system. Before use, a building designer must verify the applicability of design parameters and properly Incorporate this design into the overall build g design. Bracing in' icated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing -MiTek" is alw ys required for slabii and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabric flon, storage, detive , , erection and bracing of trusses and truss systems, seeANSLilpll Qua/flyCdleda, DSO-89 and BCSI BuUding Component 6904 Parke East Blvd. Safe , InfannaBorrovailabl from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 0 CUSSTruss Type ty y i T14207105 �;7 HV20 Valley 1 1 �NGUYEN Job Reference o tional truss, mc.,iron YIBrCe, M, UCI{ULJ 9-10-8 6.00 FIT 2x3 II 2 10 0 3x4 5 9 8 �I 2x3 11 3x6 = 3 (psf) SPACING- 2-0-0 CSI. 20.0 Plate Grip DOL 1.25 TC 0.60 7.0 Lumber DOL 1.25 BC 0.37 0.0 Rep Stress Incr YES WB 0.13 10.0 Code FBC2017lrP12014 Matrix-S CHORD 2x4 Sq No.3 CHORD 2x4 S No.3 ERS 2x4 S M No.3 REACTIONS. All b¢hrings 20-0-0 nuu. o.iaua I D: W eg5ZxA2pfJphU_68M 119Az9jgw-63j Fhq IoULmtX_ij LI aXDHOxGP3d5TLZJT4EZ7z9eXG -1 8 20-0-0 0-3- 9-10-8 4x4 = 3 2x3 11 4 IM Scale=1:31.6 5 7 2x3 11 6 2x3 I I 3x4 DEFL. in (loc) Udell Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 5 n/a n/a Weight: 71 lb , FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. (lb) - Max H rz ll 159(LC 10) Max U lift All uplift 100 lb or less at joint(s) 1, 5, 7 except 6= 333(LC 12), 9=-333(LC 12) Max G14614 V All reactions 250 Ib or less at joint(s) 1, 5, 7 except 6=469(LC 18), 9=469(LC 17) FORCES. (lb) -Maxamp./Max.Ten.-Allforces 250 (Ib) or less except when shown. WF9S 4-6-35. 2-9� 346/435 1) Unbalanced roof liv4oads have been considered for this design. 2) W nd: ASCE 7-10 It=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1611; B=55ft; L=37ft; eave=5ft; Cat. 11; Fxp C; Encl., GCp —O 18; MW FRS (directional) and C-C Exterior(2) 0-8-12 to 4-5-4, Interior(1) 4-5-4 to 10-0-0, Exterior(2) 10-0-0 to � 4-0-0 zone;C-C f q r members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires conti '✓ ous bottom chord bearing. 4) This truss has been signed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' T is truss has bee ildesigned for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the b tom chord and any other members. 6) Pr vide mechanical nnection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except 9=333. ' LOAD CASE(S) Stan#,d Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 ® wA NING - Verity design rameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 11411-7473 rev, 10/09/2015 BEFORE USE Design valid for use only wit MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �� a truss ystem. Before use, t building designer must verify the applicability of design parameters and properly incorporate this design Into the overall buildin design. Bracing Ins ..ated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing i�'e k" h alwa required for stabllit and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrica ton, storage, delive erection and bracing of trusses and truss systems, seeANSM11 CualByCdfetla, DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety, nformallonovailabl rom Truss Plate institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 job Truss Truss Type City Ply �NGUYEN T14207106 75217 HV24 Valley i 1 � Job Reference (optional) ambers i russ, rnc., tort rrarce, rL, Ut I AIW nun: 6.ISV s — Go Lu / Mal: c. 16. s aan i - ne - ... v . w c yo . I D: W eg5ZxA2pfJphU_BBM 119Az9jgw-aGHdvAJQ Ffuk88Hw05mm UxCvpSMgwFiY7pn5Zz9eXF 9-10-8 14-1-8 24-0-0 9-10-8 4-3-0 9-10-8 i Scale = 1:38.5 3x6 — 2x3 I 3x6 = 3 4 5 5.00 12 2x3 I I 2x3 I I 2 6 • 12 ro I 11 0 1 7 3x4 7�- 10 9 8 3x4 2x3 I I 5x6 = 2x3 I �I 24-0-0 24-0-0 Ate Offsets X,Y -- 1111 [3:0-3-0,0-2-41, 5:0-3-0,0-2-4 , 9:0-3-0,0-3-0 )AIDING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl Lid PLATES GRIP :LL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) n/a n/a 999 MT20 244/190 :DL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a n/a 999 ;LL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(CT) 0.01 7 n/a n/a ;DL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 83 lb FT = 20% BER- BRACING - CHORD 2x4 S ,I M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. CHORD 2x4 S M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ERS 2x4 S No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. CTIONS. All b rings 24-0-0. (Ib) - Max H rz 1=157(LC 11) Max U lift All uplift 100lb or less atjoint(s) except 1=-138(LC 12), 7= 138(LC 12), 9_ 123(LC 9), 8=-332(LC 12), 10= 332(LC 12) Max G v All reactions 250 lb or less at joint(s) 1, 7 except 9=313(LC 1), 8=500(LC 18), 10=502(LC 17) CES. (lb) - Max. omp./Max. Ten. - All forces 250 (lb) or less except when shown. (CHORD 1-11 'F57/178, 2-3=262/357, 3-4=-193/361, 4-5=-193/361, 5-6= 262/352 S 6-8=- 66/503, 2-10=-368/509 1) Ur+balanced roof live 2) Wind: ASIDE 7-10; V II; �xp C; Encl., GCp' to 14-1-8, Interior(1) grin IDOL=1.60 3) Prgvide adequate dr 4) Gable requires contin 5) This truss has been d 6) ' Tl�ls trE has been will Ifit beeen the bo 7) Protljde chanical c join 7,123 lb uplift at LOAD ICASE(S) StandE ds have been considered for this design. . 170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5ft Cat. 18; MW FRS (directional) and C-C Exterior(2) 0-8-12 to 4-5-4, Interior(1) 4-5-4 to 9-10-8, Extefior(2) 9-10-8 1-7 to 23-3-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate ge to prevent water ponding. Is bottom chord bearing. gned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. signed 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 n chord and any other members. section (by others) of truss to bearing plate capable of withstanding 138 lb uplift at joint 1, 138 lb uplift at it 9, 332 lb uplift at joint 8 and 332 lb uplift at joint 10. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 ® WARNING - Verily design rameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev. 1010312015 BEFORE USE Deslgrrl�1 valid for use only wl 'System. MITek®connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not design this design Into the a truss building Before use, 1 building designer must verify the applicability of parameters and properly incorporate overall design. Bracing In Gated Is to prevent buckling of Individual truss web and/or chord members only. Addiaonai temporary and permanent bracing -M!Tek" Is always required for stabill and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabric Ion, storage, dellve erection and bracing of trusses and truss systems, seeANSVW11 GualBy CrBeft DSB-89 and BCS1 Bugd/ng Component 6904 Parke East Blvd. Safety lntormallonavailabl om Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 o russ russ ype ty ply NGUYEN T14207107 75217 J1 JACK -OPEN 18 1 I � Job Reference (optional) Muss, mu.,lr, un rie—, rL, —I Ai 0 nIDuu:W. ue.igw5ZoxAw2�p�fJo p�huUu_B�uB�M��.1u1. g�wAz�gj,.gow-.�GAQFk8,8�..Ho�v�v�05. m�.m.U�xBpUagycwl,n9zz9e�XF -1-4.0 1-0.0 1.4-0 1-0-0 3x4 = 1-0-0 1-0-0 DING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Lid PLATES GRIP - 20.0 Plate Grip DOL 1.25 TIC 0.40 Vert(LL) 0.00 5 >999 360 MT20 244/190 L 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 5 >999 240 - 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a L 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) -0.00 5 >999 240 Weight: 5lb FT=20% BER- BRACING - CHORD 2x4 S No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. CHORD 2x4 S No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. CTIONS. (Ib/siz) 3=-2/Mechanical, 2=164/0-8-0, 4= 14/Mechanical Max rz 2=80(LC 12) Max lift 3= 2(LC 1), 2=-233(LC 12), 4=-14(LC 1) Max G av 3=22(LC 12), 2=164(LC 1), 4=47(LC 12) CES. (lb) - Max. omp./Max. Ten. - All forces 250 (lb) or less except when shown. 1) Wind: ASCE 7-10, V II; ; Encl., Gi � Exp C forces & MWFRS_foi 2) This truss has been 3) . This truss has beef wil� fit between the b 4) Refer to girder(s) for 5) Provide mechanical anti 14 lb uplift at joil LOAD CASE(S) Stanc It=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft B=55ft; L=37ft; eave=5ft; Cat. =0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left and right exposed;C-C for members and "eactions shown; Lumber DOL=1.60 plate grip DOL=1.60 :signed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 :tom chord and any other members. :russ to truss connections. )nnection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 3, 233 lb uplift at joint 2 4. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 ® WARNING -Verify design,11aramefers andREAD NOTES ON THIS AND INCLUDED MR-EKREFERANCE PAGE MB-7473 rev. 10/012015 BEFORE USE.Desig Ivalid for use only wIMiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not atruss systemBefr,1 building designer must vedry the appllcabairy of design parameters and properly incorporate Ihis design Into the overallbulldl design. &acing Incated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracingIs g prevent aiwgqys requiredforslabiland to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabriccytlonstorage,deliveerection and bracing of trusses and truss systems, seeANSV7PII QualityCi feflq DSB-89 and BCSI Building Component 6904 Parke East Blvd. SofelvlrnfarmaIlanovdIabifrom Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 russ Iruss lype Qty ply NGUYEN tJob T14207108 75217 J3 JACK -OPEN 15 1 Job Reference (optional) i ruse, Inc.,I, on vierce, 1-L, UL l AILS Hun: b.78U s uci zb zui / vnm: b.i6u s Jan b ZNI b ml1 eK mausmes, mc. mon Jun 4 14:D :46 Zalb rage II ID:W eg5ZxA2pfJphU_BBM119Az9jgw-2Sr?6W K2OyObmis5Tjc?IiTKxCmDZPssnnZKe0z9eXE -1.4-0 3-0-0 1-4-0 3-0-0 E 3x4 = Scale=1:10.9 Ir 0 r; o N I'I 300 3-0-0 -- Plate Offsets (X Y)-- (2:0-0-14 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCPL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCPL 10.0 Code F13C2017/TP12014 Matrix -MP Weight: 12 lb FT = 20% CHORD 2x4 No.3 CHORD 2x4 S . No.3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. (lb/siz) 3�60/Mechanical, 2=20110-8-0, 4=31/Mechanical Max rz 2=129(LC 12) Max lift 3=-70(LC 12), 2=-269(LC 12), 4= 54(LC 9) Max d}av 3=60(LC 1), 2=201(LC 1), 4--49(LC 3) (lb) - Max. 1) Wind, ASCE 7-10;1 II;IExp C; Encl., GCl a9d right exposed;C 2) This truss has been 3) ' This truss has bee will fit between the t 4) R fer to girder(s) foi 5) Prpvide mechanical 2 and 541b uplift at, LOAD CASE(S) Stani Ten. - All forces 250 (lb) or less except when shown. It=170mph (3-second gust)'Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=161t; B=55ft; L=37ft; eave=5ft; Cat. =0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 2-3-13, Interior(1) 2-3-13 to 2-11-4 zone; porch left for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 esigned for a 10.0 psf bottom chord live load nonconcurrent with any other live ioads. 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 ttom chord and any other members. truss to truss connections. onnection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 3, 269 lb uplift at joint nt 4. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 ® WARNING - Verify design arameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MIF7473 rev. 10/032015 BEFORE USE. Design' valid for use only MITekS connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �� a tnrs� system. Before use, building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ��/� T building design. Bracing In', is aiw6ys required for stabll icated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M! iek7 fabilc tion, storage, dellve , erection and bracing of trusses and truss systems, seeANSYMIr Cua111yCd/eda, DSO-89 and SCSI auudhv Component 6904 Parke East Blvd. Sate IntolmaBonavailabi from Truss Plate Institute. 218 N. Lee Street Suite 312. Alexandria, VA 22314. Tampa, FL 33610 oTruss I fuss I ype Qty Ply �NGUYEN T14207109 5217 J5 JACK -OPEN 8 1 � Job Reference (optional) I russ, Inc., Iron coerce, t-L, Ut I AILS 1 3x4 = HIM: midvs VGI eo Lull rium o. t3 ujun aLvID-j— IllullJt—,Illy. IVIv,Io I Y IY.J -- rGytl I I D: W eg5ZxA2pfJphU_B8M 119Azgjgw-W ePNKrLhnGBSOSQI0R7Erv00Tc?Qls6??RI uASz9eXD 5-0-0 5-0-0 5-0-0 0 T N Scale=1:15.0 LOIADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.06 4-7 >999 240 BC�L 0.0 Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 n/a n/a BC L 10.0 Code FBC2017/TPI2o14 Matrix -MP Wind(LL) 0.07 4-7 >834 240 Weight: 18lb FT=20% LU F- BRACING - TOO, CHORD 2x4 S No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BO CHORD 2x4 S No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. RE CTIONS. (lb/siz) 3=113/Mechanical, 2=268/0-8-0, 4=59/Mechanical Max rz 2=181(LC 12) Max U lift 3=-118(LC 12), 2= 227(LC 12), 4=-6(LC 12) Max G', v 3=128(LC 17), 2=268(LC 1), 4=87(LC 3) FORCES. (lb) - Max. I omp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTI�S- 1) Wind: ASCE 7-10; It=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft B=55ft; L=37ft; eave=5ft Cat. Ii; IExp C; Encl., GC =0.18; MWFRS (directional) and C-C Extedor(2)-1-4-11 to 2-3-13, Interior(1) 2-3-13 to 4-11-4 zone;C-C for members and force MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been esigned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has bee 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 tom chord and any other members. 4) Refer to girder(s) for russ to truss connections. 5) Provide mechanical nnection (by others) of truss to bearing plate capable of withstanding 118 lb uplift at joint 3, 227 lb uplift at joint 2 and 6 lb uplift t joint 4. LOAD CASE(S) Stand d Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 I ® WA{�N/NG - Verity design, aremeters end READ NOTES ON THIS AND INCLUDED M?EX REFERANCE PAGE M/1-7473 rev. f010311015 BEFORE USE. Deslgri valid for use only wl MlTeke connectors. fils design is based only upon parameters shown, and Is for an InclMdual building component, not � a inrsslsystem. Before use, T building designer must verify The applicability of design parameters and properly incorporate lhis design Into the overall building design. &acing in icated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 'M!Tek' is alw ys required for stabill and to prevent collapse with possible personal inJury and property damage. For general guidance regarding the fabrtc�tion, storage, dellve erection and bracing 4f trusses and truss systems, seeANS( 11 Oua111yC9.l , DS049 and SCSI Bulfdlrtg Component 6904 Parke East Blvd. Safefvi(nformaflonovaflobl' from Truss Plate Ins"Me, 2" N. Lee Street, Suite 312. Alexandria, VA 22" Tampa, FL 33610 '0 ype ^ ' Oty y T14207110 75217 �russ J5P �russ JACK -OPEN 4 �NCUYEN 1 Job Reference (optional) i russ, mc.,l ron coerce, rL, uC i naa 1 .._r...IXBM.............JYaGJ?c? U..........__ ......a8fT..7Z._..__.. I D: W eg5ZxA2pfJ phU_BBM 119Az9jgw-_rz0hu0Rm 1 J M9E52Riuz9eXC 1-4-0 5-0-0 1-4-0 5.0-0 3x4 = 5-0-0 (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.12 4-7 >480 240 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.04 4-7 >999 240 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a 10.0 Code FBC2017ITPI2014 Matrix -MP CHORD 2x4 SP M 30 CHORD 2x4 SO M 30 Scale=1:15.0 PLATES GRIP MT20 244/190 Weight: 18 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/siz 3=1 1 3/Mechanical, 2=268/0-8-0, 4=59/Mechanical Max 'I'L-11 z 2=181(LC 12) Max Uft 3=-136(LC 12), 2= 336(LC 12), 4=-97(LC 12) Max Gv 3=115(LC 17), 2=268(LC 1), 4=87(LC 3) FORCES. (lb) - Max.omp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wjnd:ASCE 7-10;70mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GC 0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 2-3-13, Interior(i) 2-3-13 to 4-11-4 zone; porch left and right exposed;C C for members and forces & MWFRS for reactions shown; Lumber DOL=1.6D plate grip DOL=1.60 2) This truss has been esigned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has bee 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 wil� fit between the b tom chord and any other members. 4) Refer to girder(s) for �russ to truss connections. 5) Provide mechanical nnection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint 3, 336 lb uplift at joirjt 2 and 97 Ib uplif t joint 4. LOAD CASES) Stand �d Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 ® WARNING - Verity design rameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev. IWZ2015 BEFORE USE Design valid for use only wl MiTek® connectors. This design Is based oNy upon parameters shown, and is for an Individual building component, not Not a trrrss ystern Before use, t building designer must verity the appllcability of design parameters and properly Incorporate this design into the overall In Is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing : iTeV building design. Bracing cated prevent of Is always required for stablli and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delive erection and bracing of trusses and truss systems, seeANSUMII GuaBlyCdleda, DSB-89 and BCSIBufldbig Component SafetvintonnaBOnavallabl from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply ILL T14207111 7p217 J7 JACK -OPEN 28 1 �NOUYEN Job Reference (optional) truss, Inc., r�on FlOrCe, t-L, Ut IAIL, H (psf) 20.0 7.0 0.0 ' 10.0 CHORD 2x4 SfjIM 30 CHORD 2x4 S M 30 1-4-0 3x4 i Hun: ri.13U s umL8'LUl / vrinr: u.13u s Jan SLUT a MI I BK Inausines, Inc. Men Jun 4 14=:4t, CUl a rage 1 ID:W eg5ZxA2pfJphU_BBM 119Az9jgw-T1 XBIXMxJtOAdmag8rAiwK5oMQl hmmclTln?FKz9eXB 7-0-0 SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid Plate Grip DOL ' 1.25 TC 0.58 Vert(LL) -0.08 4-7 >999 360 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.18 4-7 >471 240 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a Code FBC2017/rPI2014 Matrix -MP Wind(LL) 0.18 4-7 >451 240 S. (lb/siz l 3=164/Mechanical, 2=339/0-8-0, 4=86/Mechanical Max H 2=232(LC 12) Max U ift 3=-175(LC 12), 2= 258(LC 12), 4=-11(LC 12) Max G v 3=185(LC 17), 2=341(LC 17), 4=125(LC 3) (lb) - Max. amp./Max. Ten. - All forces 250 (lb) or less except when shown. EIRACING- Scale=1:19.0 o_ 6 N PLATES GRIP MT20 244/190 Weight: 24 lb , FT = 20 TOP CHORD Structural wood sheathing directly applied, or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 1) Wi d: ASCE 7-10; V It=l7omph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5tt; Cat. II; xp C, EncI., GCp r0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 2-3-13, Interior(1) 2-3-13 to 6-11-4 zone;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 ggsigned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` T�is truss has beeJ signed 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 bm_chordand anyothermembers.4) Re er to girders) forss to trussconnections.5) Provide mechanicalnect1 n (by others) of truss to bearing plate capable of withstanding 175 lb uplift at joint 3, 258 Ib uplift at joint2 and 11Ib uplijoint 4. . Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 A WA I NING - Verity design rameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M19I1.7473 rev. 1010312015 BEFORE USE. Design valid for use onlyAd MITekD connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not � a truss ystem. Before use,1 building designer must verify the applicability of design parameters and properly incorporate this design into the overall bulldln design. Bracing In I ated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing p� T Is always required for stabill and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 9Y11�'i��' systems, �mm ®A 4 Leda, DSB-89 and BCSI Building Compononl Blvd. SafetyfortnaH0lgVallabl Truss Plate inasfitugle, 218N Lee Street- 312 Alexandra, 2 Tampa, FL 3381 ob Truss Truss Type Qty Ply �NGUYEN T14207112 75217 J7P - JACK -OPEN 8 1 Job Reference (optional) truss, I HMO, r-L, Ut I AIL5 Hun: b.13u S uci zb zui / erm: ty;su s Jan b 21116 MI19K Inausines, Inc. mon dun 4 14:0b:4( aulb rage 1 1 D: W eg5ZxA2pfJ phU_BBM 119Az9jgw-xD5W ytNZ4BW OFv9tiZhxTYeOig4yVAISi PXYnnz9eXA IN1-4-0 4-2-14 7-0-0 0 4-2-14 2-9-2 E 4x5 = b o m o co N Scale=1:19.8 7-0.0 Plate Offsets X,Y -- 2:0-0-10,Ed e Lo ff ING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udefl Lid PLATES GRIP TCIL 20.0 Plate Grip DOL 1.25 TC 0.41 VertiI 0.27 6-9 >311 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.13 6-9 >664 240 BC ILL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(CT) -0.00 5 n/a n/a BCpL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 28 lb FT = 20% LUMBER- BRACING- TO�, CHORD 2x4 S M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 S M 30 BOT CHORD Rigid ceiling directly applied or 7-3-1 oc bracing. WEBS 2A S No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/siz 4=47/Mechanical, 2=339/0-8-0, 5=202/Mechanical Max H rz 2=232(LC 12) Max U lift 4=-51(LC 12), 2=-411(LC 12), 5= 289(LC 12) Max G v 4=67(LC 17), 2=339(LC 1), 5=202(LC 1) FOR ES. (lb) - Max. omp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD2-10=' 591375, 10-11=-244/378, 3-11=-231/385 BOT CHORD 2-6=- 0/249 W EBBS 3-6=- 91768 NOTES- 1) Wild: ASCE 7-10; V IIIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft L=37ft; eave=5ft; Cat. 11; Frxp C; Encl., GCp' 0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 2-3-13, Interior(1) 2-3-13 to 6-11-4 zone; porch left and right exposed;C- for members and forces $ MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Thi� truss has been I signed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been esigned 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 Ifit between the bo om chord and any other members. 4) Refer to girder(s) for ss to truss connections. 5) Provide mechanical c nnection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 4, 411 lb uplift at joint 2 ar�d 289 Ib uplift at j jnt 5. II LOAD,CASE(S) Standa. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 I ® WA N/NG - Verify design rameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE 11411-7473 rev. 10103MIS BEFORE USE. Designvalltl for use only wit MITek0 connectors. This design Is based only upon parameters shown, and Is for an individual building component, not �� a inrss system. Before use, t '. building designer must verify the applicability of design parameters and properly incorporate this design Into the overall buildindesign. Bracing In aced 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 stablll and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricallon, storage, delve erection and bracing of trusses and truss system& seeANSUMII CuainyCriteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety InformaMonavailabl., rom Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Truss russ I ype city Ply NGUYEN T14207113 75217 JC3 Jack -Open 2 1 I Job Reference (optional) iiuss, mu., �vi rive, rL, uCI.--y= ID:Weg5ZxA2pfJphU_BBM11 gAzgjgw-PQfuADOBrVets3k3FGCA?IBBIDTNEg5bw3G5JDz9eXg 2-8-0 3.0-0 1-4-0 2-8-0 0-4-0 III (psf) SPACING- 2-0-0 20.0 Plate Grip DOL 1.25 7.0 Lumber DOL 1.25 0.0 Rep Stress Incr YES 10.0 Code FBC2017/TPI2014 CHORD 2x4 CHORD 2x4 3x4 = CSI. DEFL. in' (loc) I/defl Ud TC 0.42 Vert(LL) -0.04 6 >973 360 BC 0.29 Vert(CT) -0.07 6 >471 240 W B 0.00 Horz(CT) 0.01 5 n/a n/a Matrix -MP Wind(LL) -0.02 6 >999 240 RE CTIONS. (Iblsiz 4=54/Mechanical, 2=208/0-8-0, 5=53/Mechanical Max H rz 2=129(LC 12) Max U '�ift 4=-32(LC 12), 2= 202(LC 12), 5=-16(LC 12) Max G v 4=61(LC 17), 2=208(LC 1), 5=61(LC 3) FOR , ES. (lb) - Max. Lp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - Scale=1:10.9 6 PLATES GRIP MT20 244/190 Weight: 13 lb F -- 20% TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 1) Wind: ASCE 7-10; V It=170mph (3-second gust) Vasd=132mph; TCDL--4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCp'— .18; MWFRS (directional) and C-C Exterior(2) -1-4 11 to 2-3 0, Interior(1) 2-3-0 to 2-11-4 zone;C-C for members and forces � MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been signed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` T�tis truss has been Resigned 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 welfrl,it between the bottom chord and any other members. 4) Re er to girder(s) for ss to truss connections. 5) Provide mechanical nnection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at joint 4, 202 lb uplift at joint 2 a, 16 Ib uplift at jo t 5. I Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 I WARNING. Verity design arameters and READ NOTES ON THIS AND INCLUDED WEK REFERANCE PAGEMII-7473 rev. 1010=015 BEFORE USE -- Design Valid for use oNy wild MiTekO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �� a truss;ystem. Before use, 1 building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing In ated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeIC Is always required for stabill and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delive erection and bracing of trusses and truss systems, seeANSI/JPI1 Qual►fyCENella, DSO-89 and SCSI Bugding Component 6904 Parke East Blvd. Safety Iplormatlonovailable , om Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 33610 Truss russ I ype ' Qty Ply �NGUYEN T14207114 75217 JC5 Jack -Open 2 i I Job Reference (optional) truss, inc., non rierce, rL, ucrnaa (psf) 20.0 7.0 0.0 ' 10.0 CHORD 2x4 S CHORD 2x4 S Max Max Max (lb) - Max. 0 mun: mgus ucr eo zuv rl it it;o. iSv a ddn aZulo mlreR❑tu—i—, Ir1U. muii—i 4 19AT ZU 10 rdrfe I D: W eg5ZxA2pfJphU_BBM 119Azgjgw-tcCGNZPpcomkUDJFp—jPYzjGgdijz7LkgjOfriz9eX8 ,1-4.0 2-8-0 5-0-0 1-4.0 2-8-0 2-4-0 3x4 = SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.08 6 >771 360 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.17 6 >343 240 Rep Stress Incr YES WB 0.00 Horz(CT) -0.04 5 n/a n/a Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.17 6 >356 240 4=106/Mechanical, 2=281/0-8-0, 5=76/Mechanical 2=181(LC 12) 4=-95(LC 12), 2=-223(LC 12), 5= 26(LC 12) 4=119(LC 17), 2=281(LC 1), 5=90(LC 3) np./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - Scale=1:15.0 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 20% TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 1) Wi(td: ASCE 7-10; V It=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5ft Cat. II; Exp C; Encl., GC18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 2-3-0, Intedor(1) 2-3-0 to 4-11-4 zone;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 signed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' T is truss has been, esigned 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 bo om chord and any other members. 4) Re Ier to girder(s) for ss to truss connections. 5) PfOVide mechanical c nnection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 4, 223 lb uplift at joint 2 alid 26 Ib uplift at jo t 5. LOADICASE(S) Stand Thomas A. Albani PE No.39380 MiTek USA, Inc, FL'Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 ® WARNING - Verf/y design mmeters and READ NOTES ON THIS AND INCLUDED M?EKREFERANCE PAGE MII.7473 rev, 10/03/2015 BEFORE USE. -- Design �alid for use only wit MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not �� 101, truss system. Before use, t building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing In ated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stabill nd to prevent collapse with possible personal injury and property damage. For general guidance regarding the -MiTek" fabrication, storage, dellve erection and bracing of trusses and truss systems, seeANS/RP►1 GualffyCdtetfa, DSB-89 and BC91 BufldhlgComponent 6904 Parke East Blvd. Safety �trfonnationavallable om Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Jrb I fuss Truss Type Qty Ply T14207115 7¢217 JC7 Jack -Open 3 1 �NGUYEN I Job Reference (optional) I russ, Inc., �on coerce, t-L. Ut I AIL.1.' mun: o.i;Su s uci zo Lul r runt: G.l'Su s dan 0 eU1n M1I8K Inousmes, mc. coon Jun 4 14:00: V 4U 10 ruyn i ID:Weg5ZxA2pfJphU_B8M1.19Az9jgw-LomeavPRN6ub6NuRNhEe5AGW?16sfabu0NICO6z9eX7 -11-0 2.8.0 7-0-0 1-4-0 2-8-0 4-4-0 0 3x4 = (psf) SPACING- 2-0-0 20.0 Plate Grip DOL 1.25 7.0 Lumber DOL 1.25 0.0 ' Rep Stress Incr YES 10.0 Code FBC2017fTP12014 TOIJ, CHORD 2x4 S M 30 BO I CHORD 2x4 S , M 30'Except' 2-6: 2x SP No.3 2-8-0 CSI. DEFL. in (loc) Well Lid TC 0A1 Vert(LL) -0.13 6 >636 360 BC 0.49 Vert(CT) -0.30 6 >281 240 WB 0.00 Horz(CT) -0.07 5 n/a n/a Matrix -MP Wind(LL) 0.32 6 >263 240 S. (Ib/sfz 4=156/Mechanical, 2=355/0-870, 5=100/Mechanical Max Hlomp./Max. z 2=232(LC 12) Max Uft 4=-153(LC 12), 2= 253(LC 12), 5— 32(LC 12) Max Gv 4=175(LC 17), 2=356(LC 17), 5=125(LC 3) (lb) - Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - Scale=1:19.8 PLATES GRIP MT20 244/190 Weight: 26 lb FT = 20% TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 1) Wihd: ASIDE 7-10; V It=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5ft; Cat. 11; Exp C; Encl., GCp —0.18; MW FRS (directional) and C-C Exterior(2)-1-4-11 to 2-3-0, Interior(1) 2-3-0 to 6-11-4 zone;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 esigned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' T�is truss has been'kIesigned 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 bo �om chord and any other members. 4) Re er to girder(s) forfn ss to truss connections. 5) Proiride mechanical nect"on (by others) of truss to bearing plate capable of withstanding 153 Ib uplift at joint 4, 2531b uplift at joink 2 and 32 Ib uplifjoint 5. Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 ® WARNING - Verily design arameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 111I1-7473 rev. 10/0"015 BEFORE USE. Design Ivalid for use only wit MI1ek8 connectors. This design is based only upon parameters shown, and Is for an Individual building component not a truss system Before use, I building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. &acing in aced Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stabill and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricajion, storage, delive erection and bracing of trusses and truss systems. seeANSVMII QualityCdfeda, DSB-89 and SCSI Bu0ding Component : ������ 6904 Parke East Blvd. Safety 0foonaflonavallable rom Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 FUSS russ ype ty y NGUYEN T14207116 75217 KJ3 DIAGONAL HIP GIRDER 2 1 Job Reference o tional ianiue�a Haas. niu., Spa name, ram, u�iraw 2 1 3x4 = ID:Weg5ZxA2pfJphU_BBM119Az9jgw-p_K1oFQ48QOSjXTexPltdOpk4RWdR1ric1VI vYZeX6 4-2-3 NAILED 3.54 12 NAILED 8 9 NAILED NAILED (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud 20.0 I Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.04 4-7 >999 240 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.04 4-7 >999 180 0.0 t Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a 10.0 Code FBC2017/TPI2014 Matrix -MP CHORD 2x4 SI9 M 30 CHORD 2x4 Sffl M 30 S. (lb/siz 3=85/Mechanical, 2=281/0-10-15, 4=43/Mechanical Max H rz 2=128(LC 8) Max U lift 3= 63(LC 8), 2=-299(LC 8), 4=-63(LC 5) Max G�,omp./Mjax. V 3=85(LC 1), 2=281(LC 1), 4=70(LC 3) (lb) - Max. Ten. -All forces 250 (lb) or less except when shown. Scale: 1 °=1' 3 4 PLATES GRIP MT20 244/190 Weight: 16 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 1) W'nd: ASCE 7-10; A t=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft B=55ft; L=37ft; eave=5ft; Cat. ll;EE C; Encl., GC =0.18; MW FRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) T is truss has been esigned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) his truss has bee' designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the b ttom chord and any other members. 4) Rq'fer to girder(s) for ',Itruss to truss connections. 5) Provide mechanical onnection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 3, 299 lb uplift at joint 2 end 63 lb uplift at j nt 4. 6) "NAILED" indicates 1 Od (0.148"xX) or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In tlhe LOAD CASE( section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Stand d 1) Deed + Roof Live (b nced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) I Vert: 1-3=-54 4-5=-20 Thomas A- Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 WARNING - Verify design arameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/012015 BEFORE USE. j& Design valid for use only MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not � a trus� system. Before use. I e building designer must verify the applicability of design parameters and property Incorporate this design into the overall �t�T building design. Bracing In icated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 9tl� ilk" Is always required for stabill and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlc� llon, storage, dellve erection and bracing of trusses and truss systems, SeeANSUM11 CUal9yCtBeft DSB-89 and BCS1 BUOdbig Component 6904 Parke East Blvd. , Safety, infoanaBonavailabl from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 ObI rusS truss type Qty Ply NGUYEN T14207117 7 217 KJ7 DIAGONAL HIP GIRDER 6 1 I I Job Reference (optional) I Russ, Inc., non McMe, t-L, UC I AIL.7 5-8-3 nun: a.lsu s uci �o Sul i rrnm: o.lsu s uan J LU16 MI I UK InUU511155, Inc. MU11 ­1 4 14..0 G 1- rage 1 ID:Weg5ZxA2pfJphU_BBM119Az9jgw-INSnDwSKfl HAzgdO2goLipu41 EBVvtYK4L_s_Oz9eX4 9-10-1 4-1-14 3.54 rl2 NAILED NAILED 12 3x4 3 NAILED NAILED 13 4 Scale=1:22.3 Io . NAILED NAILED 11 2 1 14 15 7 16 6 NAILED NAILED 2x3 II NAILED 5 i 3x4 = NAILED NAILED NAILED 3x4 — 5-8-3 9-10-1 5-8-3 4-1-14 LOI DING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.06 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.05 7-10 >999 240 BOLL 0.0 Rep Stress Incr NO WB 0.31 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 41 lb FT = 20 13ER- CHORD 2x4 S M 30 CHORD 2x4 S M 30 S 2x4 S No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 8-0-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 'TIONS. (Ib/siz 4=103/Mechanical, 2=518/0-10-15, 5=352/Mechanical Max H rz 2=230(LC 24) Max U' lift 4=-11,9(LC 8), 2= 517(LC 8), 5=-384(LC 5) ;ES. (Ib) -Max. omp./Max. Ten. - All forces 250 (lb) or less except when shown. CHORD 2-11 802f7O8, 11-12= 772f736, 3-12=-736/730 CHORD 2-14 789f740, 14-15=-789f740, 7-15=-789/740, 7-16= 789/740, 6-16=-789/740 S 3-7=- 37/291, 3-6=-810/863 1) W nd: ASCE 7-10; Vlult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft L=37ft; eave=5ft; Cat. II; xp C; Encl., GC_ 0.18; MW FRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Thls truss has been esigned fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has bee ,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 wil� fit between the b om chord and any other members. 4) Re er to girder(s) for fuss to truss connections.- 5) Provide mechanical nnection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 4, 517 lb uplift at joi16t 2 and 384 Ib upli at joint 5. 6) "NAILED" indicates 3', Od (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 7) In t6 LOAD CASE( 9 section, loads applied to the face of the truss are noted as front (F) or back (B). LOADi CASE(S) Stand rd 1) Dead + Roof Live (ba nced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54 15-8= 20 Conllcentrated Loads (1 ) Vert: 13= 73(� 36, B= 36) 15=-11(F=-5, B=-5) 16_ 62(F= 31, B= 31) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert $034 6904 Parke East Blvd. Tampa FL 3361 D Date: June 4,2018 ® WARNING - Verity design and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 101032015 BEFORE USE. iammeters Design valid for use only wi h MiTeconnectors. This design Is based only upon parameters shown, and Is for an Individual building component, not k® � a trussIsystem. Before use, t building designer must verify the applicability of design parameters and properly incorporate this design Into the overall bullding design. Bracing In +cated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing :MiTek" S aiwcos required for stablll and To prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, dellve erection and bracing of trusses and truss systems, seeANSVWII CualffyCrBedd, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety/ntomlallonovaliabl from Truss Plate Institute, 218 N. Lee Sheer, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type MY MY NGUYEN T14207116 75217 KJC7 Diagonal Hip Girder 1 1 Job Reference (optional) i russ, Inc., 1, pn MerCO3 rL, UC I AILJ 2-3-8 1-5-0 NAILED NAILED 14 2 1 17 NAILED 3.4 = NAILED nuu[ o. I au s vu co cu I i nn u. o. IOu s aau u cu w rcn en uwunu ems, a u. muu uuu �r ,+.w.w �.. ,., ,.-oyo , ID:Weg5ZxA2pfJphU_B8M119Az9jgw-imaXecTaBeXuCBmPAEgpoEzlt2gXN dXeTz3Jz9eX2 6-7-3 9-10-1 1 3.54 ,12 NAILED NAILED 2x3 11 �15� 3 /III 3x6 18 L�Ju�Jl 18 NAILED 10 NAILED 2x3 11 NAILED NAILED 3x4 16 4 __-i< d 8 19 2x3 II NAILED NAILED 5 7 3x4 = Scale=1:22.6 Io Plate Offsets X,Y -- 2:0-2-0,Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.21 10 >570 360 MT20 2441190 TCbL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.39 10 >299 240 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.09 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.24 10 >488 240 Weight: 40lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 S M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc puffins. BOT CHORD 2x4 S M 30 BOT CHORD Rigid ceiling directly applied or 8-7-7 oc bracing. W E�S 2x4 S No.3 `Except` MiTek recommends that Stabilizers and required cross bracing 3-10: 4 SP M 30 be installed during truss erection, in accordance with Stabilizer Installation guide. RE CTIONS. (lb/sill 5=1/Mechanical, 2=553/0-10-15, 6=492/Mechanical Max H rz 2=230(LC 8) Max U lift 5— 118(LC 24), 2=-334(LC 8), 6= 276(LC 8) Max G v 5=27(LC 13), 2=553(LC 1), 6=517(LC 28) FORCES. (lb) - Max. omp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPICHORD 2-14 637/192, 3-14=-591/202, 3-15= 1296/609; 4-15=-1262/616 SOT CHORD 2-17 275/493, 10-17=-275/493, 9-18=-710/1272, 8-18=-710/1272, 8-19= 710/1272, 7-19 '710/1272 W EIS 4-8=- 18/32414-7=-1393l778 NOTES- 1) W nd: ASCE 7-10; V It=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft B=55ft; L=37ft; eave=5ft Cat. I,; xp C; Encl., GCp 0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Th s truss has been esigned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` his truss has bee 'Idesigned 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 b Om chord and any other members. i 4) Re (er to girders) for fuss to truss connections. 5) Provide mechanical nnection (by others) of truss to bearing plate capable of withstanding 118 lb uplift at joint 5, 334 Ito uplift at joint 2 and 276 lb upli at joint 6. 6) "NAILED" indicates 31, Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In t�le LOAD CASE( section, loads applied to the face of the truss are noted as front (F) or back (B). LOADICASE(S) Stand 'd 1) Dead + Roof Live (ba' nced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-5=-54',10-11= 20, 6-9= 20 ConIcentrated Loads( ) Vert: 15=-15(�=-8, B=-8) 16=-59(F=-29, B=-29) 18= 49(F=-24, B=-24) 19= 95(F= 48, B=-48) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 ®1 11 WARNING. Verily deslgn arameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MR-7473 rev. 70/03/2015 BEFORE USE _M Design valid for use only MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a iron system. Before use, building designer must verify the applicability of design parameters and properly Incorporate ails design Into the overall building design. Bracing I Icated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT- prevent Is alw ys requtred for stabll and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - ek7 tabrlc:lfion, storage, delive'.. , erection and bracing of trusses and truss systems, seeANSWIF OuaQlyCtRedo, DSB�9 and BCSI BuQdingComponen/ 6904 Parke East Blvd. 'arery Intannotionovallabl from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job j russ Fuss Type ' Qty y T14207119 76217 MV2 Valley 111 [IGUYEN ob Reference (optional) i russ, mc., rpn coerce, FL, Ut 1 AILb 3x4 Hun: 6.130 s Uc1 26 2011 vnrrl: 6.13u s Jan 5 2016 MI 1 eK Inausirles, Inc. Mon Jun 4 14:55:55 2016 rage l ID:Weg5ZxA2pfJphU_BBM119Az9jgw-imaXecTaBeXuCBmPAEgpoEzSl2wBNrgdXeTz3Jz9eX2 2-0-0 snn 2 Scale =1:6.9 III I LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix-P Weight: 5lb FT=20% CHORD 2x4 R No.3 CHORD 2x4SR1No.3 S. (lb/siz 1=47/2-0-0, 2=34/2-0-0, 3=13/2-0-0 Max H rz 1=32(LC 12) Max U lift 1=-23(LC 12), 2— 40(LC 12) Max G,I V 1=48(L- 17), 2=39(LC 17), 3=25(LC 3) (lb) - Max omp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 1) Wind: ASCE 7-10; It=l7omph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5fh Cat. II; xp C; Encl., GC `L0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions sh wn; Lumber DO 1.60 plate grip DOL=1.60 2) Gable requires Conti luous bottom chord bearing. 3) ThMs truss has been l resigned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * Tjlis truss has bee I 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 wills fit between the b om chord and any other members. 5) Be�nng at joint(s) 2 nsiders parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ca achy of bearings ace. 6) Pr vide of nnection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 1 and 40 lb uplift at joint 2. LOAD', CASE(S) Stando(d Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 ® WA NING - Verily deslgn rameters end READ NOTES ON THIS AND INCLUDED M?EKREFERANCE PAGE MI/-7473 rev. 10/03,2015 BEFORE USE. Desl valid for use only wI MiTek® connectors. fits design Is based only upon parameters shown, and Is for an Individual building component, not a Tuns ysiem, Before use, t b building designer must verity the appllcab0lry of deslgn parameters and properly Incorporate tt11S design inthe overall bulldin deslgn. &acing iri ,toted Is To prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing -MiTek' h always required for stablli fabrlcc�fion, storage, .live and To prevent collapse with possible personal (nJury and property damage. For general guidance regard(ng the erecllon and bracing of trusses and truss systems, seeANSI/1P1) OualtlyCM.,,,, gene 89 and BCSI BuOdlnyComponent 6904 Parke East Blvd. Safetyrnfomrallotravailabl from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job I russ Truss Type ally Ply T14207120 75217 MV4 Valley 1 1 �NGUYEN ' Job Reference (optional I russ, mc., CPR MUM, FL, UtIAILS 3x4 i Hun: 6.13u s uct 26 2Ul f Nrint: 6.18U S Jan b 2U15 MI I9K mcusines, Inc. mon Jun 4 14:b5:56 2U16 Nage l I D: W eg5ZxA2pfJphU_BBM119Az9jgw-Ay7vryUCyyflq I LbjyL2KRW XGSEt614mmlC W blzgeX1 4-0-0 3x4 II 2 3 Scale=1:11.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TC E 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a n/a 999 BCILL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 13 lb FT = 20% CHORD 2x4 S No.3 CHORD 2x4 S No.3 S 2x4 S No.3 RE 'CTIONS. (lb/sjz � 1=116/4-0-0, 3=116/4-0-0 Max H rz 1=80(LC 12) Max U ift 1=-57(LC 12), 3=-90(LC 12) Max Git, v 1=119(LC 17), 3=127(LC 17) FORCES. (Ib) - Max. p./Max. Ten. - All forces 250 (lb) or less except when shown. 1) Wind: ASCE 7-10; ) 11; LXp C; Encl., GCI shown; Lumber DOI 2) Gable requires cant 3) Th S truss has been 4) ' T is truss has bee will fit between the t 5) Provide mechanical joint 3. LOADICASE(S) Stan( BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. =170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5ft; Cat. ).18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions .60 plate grip DOL=1.60 )us bottom chord bearing. >igned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. esigned 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 )m chord and any other members. mection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 1 and 90 lb uplift at Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 ® WARNING - Verily design - rameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEMII-7473 rev. 10/0=015 BEFORE USE. Desigrt'valid for MITek® This � use only wl at system. Betore use, it connectors. design Is based only upon parameters shown, and Is for an individual building component, not building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. &acing In l cated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ��/� �i r�l� Is always required for stabili and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, deitve erection and bracing of trusses and truss systems, seeAlYSM/I CuaBtyCrBeda, DSB-89 and SCSI BuBding Component 6904 Parke East Blvd. Safety (nforinatiollovallabl rom Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandrla. VA 22314. Tampa, FL 33610 Job russ Truss Type Qty NGUYEN JPIY T14207121 71 P HIP 1 1 Job Reference (optional) nuns, mo., q,on rleme, rL, u IAlw 3-3-4 5-0.0 5x8 MT18HS = 3 i8 5.00 12 2x3 2 17 i 1 W 0 10 9 4x8 = 3x8 = 3x6 = mil s umet, eui!rnm:o.i6usJan 0ZV10MIIUKInoUSlrles,inc. Mon Jun 414:00:00LV1O rage) ,g5ZxA2pfJ phU_B8M 119Az9jgw-6LFgGeW TUZvT3cV_rNO W PsboOFn2a7h3Dchdgez9eX? 19-0-0 22-3-4 28.0-0 5-0-0 3-3.4 5-8-12 Scale=1:47.0 3x4 = 4 19 5x8 MTi 8HS = 5 2x3 i 6 20 _ v 7 Iv 0 6 3x8 = 4x8 = Plate Offsets X,Y -- ! 1:0-0-0,0-0-4 , 3:0-4-0,0-1-13 , 5:0-4-0,0-1-13 , 7:0-0-0,0-0-4 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TC LIL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.54 8-10 >618 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.32 8-10 >999 240 MT18HS 244/190 BCI IL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(CT) -0.10 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 126 lb FT = 20% LUMBER- , BRACING - TOO CHORD 2x4 SR M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins. BOTI CHORD 2x4 S M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 S o.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REA TIONS. (Ib/siz 1=1036/0-8-0, 7=1036/0-8-0 Max H z 1=155(LC 11) Max IJ ift 1=-1276(LC 12), 7=-1276(LC 12) FOR ES. (Ib) - Max. omp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP 'CHORD 1-17= �168/4200, 2-17= 2114/4213, 2-3=-1897/3884, 3-18= 1728/3669, 4-18=-1728/3669, 4-19 ' 1728/3667, 5-19=-1728/3667, 5-6= 1897/3882, 6-20=-2113/4211, 7-20 168/4198 BOT CHORD 1-10= 849/1975, 9-10=-3617/1925, 8-9=-3617/1925, 7-8=-3830/1975 W EB� 2-10= 23/611, 3-1 0=-1 285/533, 4-10— 349/345, 4-8=-349/345, 5-8= 1286/533, 6-8=-3 3/610 NOT S- 1) Unbalanced roof live ads have been considered for this design. 2) WirSd: ASCE 7-10; V t=l7omph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=371t; eave=5ft; Cat. II; Exp C; Encl., GCpi 0.1 B; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-8-8, Interior(l) 3-8-6 to 9-0-0, Exterior(2) 9-0-0 to 24415, InteriorO) 2 '',2-15 to 28-0-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shoiNn; Lumber DOL 60 plate grip DOL=1.60 3) Proilide adequate dra age to prevent water ponding. 4) All plates are MT20 pl tes unless otherwise indicated. 5) Thi truss has been d igned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) "This truss has been esigned 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 bot m chord and any other members. 7) Prol ide mechanical c section (by others) of truss to bearing plate capable of withstanding 1276 lb uplift at joint 1 and 1276 lb uplift atjohnt 7. LOAD CASE(S) Standa Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 ® INA N/NG - Verity desfgn rameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mll-7473 rev. 10/012015 BEFORE USE. Deslgn�valld for use only wl MITek®connectors. This tleslgn Is based oNy upon parameters shown, antl Is for an individual (wilding component, not a truss ystem. Before use, t building designer must verify the appllcabillly of design parameters antl properly incorporate this design Into the overall buildindeslgn. &acing In' ated Is to prevent buckling of Individual truss web and chord members only. Additional temporary and permanent bracing 'and �;d'�k' Is alwa required for slablil to prevent collapse with possible personal Injury and property damage. For general guidance regarding The fabrication, Safety storage, dell'. erection and bracing of trusses andiruss systems, seeANSU/PII CualtlyCdleda, DSB�9 and BCSI Bugd/ng Component �nfonnallo Vailabl .rn Truss Plate Institute. 218 N. Lee street. Suite 312. Alexonddo, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 J?b Truss Truss Type Qty Ply NGUYEN T14207122 75217 P1 Hip 1 1 __ Job Reference (optional) amuers r russ, Inc., on Tierce, rr-, ut i Ha.a stun: l au s ucr zo zui r l n.iau s dan o zUia MI i eK mausrnes, Inc. Mon dun a 14:0o:os zur is rage 1 1 D: W eg5ZxA2pfJ phU_BBM 119Az9jgw-aXp2T_W 5Ft1 Jhl4AP4vly4B3Pf9GJ bRDSGRBC4z9eX_ 6-11-7 9-10-7 14-0-0 18-1-9 21-0-9 28-0-0 6-11-7 2-11-o 4.1-9 4-1-9 2-11-0 6-11-7 Scale=1:47.2 4x4 = 3x4 = 4x4 = 3 19 20 4 21 22 5 5.00 12 2x3 L 2x3 2 6 18 23 m 17 24 W 4 1 7 Io 10 9 8 4x4 = 3x8 = 3x6 3x8 = 4x4 = 9-10-7 18-1-9 28-0-0 9-10-7 8-3-2 9-10-7 ate Offsets X,Y -- 1:0-1-6,Ed e , :0-1-6,Ed e BOT (psf) 20.0 7.0 0.0 ' 10.0 CHORD 2x4 SFjIM 30 CHORD 2x4 SrF�ajj#, M 30 S 2x4 S I No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TIC 0.43 BC 0.53 WB 0.22 Matrix -MS S. (lb/siz J) 1=1036/0-8-0, 7=1036/0-8-0 Max H rz 1=170(LC 11) Max U • ift 1 _ 658(LC 12), 7=-658(LC 12) (lb) - Max omp./Max. Ten. - All forces 250 (lb) or less except when shown. D 1-17=085/1811, 17-18=-2034/1812, 2-18=-2015/1822, 2-3= 1813/1613, 3-1M 639/1531, 19-20=-1639/1531, 4-20=-1639/1531, 4-21=-1639/1531, 21-22'-1639/1531, 5-22= 1639/1531, 5-6� 1813/1613, 6-23=-2015/1822, 23-24 -2034/1812,7-24=-2085/1811 D 1-10= 594/1892, 9-10� 1370/1765, 8-9=-1370/1765, 7-8=-1577/1892 2-10= 418/515, 3-10= 458/570, 4 10=-282/270, 48=-282/270, 5-8= 458/570, 1) Unbalanced roof live 2) Wind: ASCE 7-10; VI II; Ftxp C; Encl., GCpi 23-�.60 8, Intertor(1) 23- D0=1 3) Prode adequate dr 4) This truss has been c 5) ' Tfjis truss has been will lit between the be 6) Proyide mechanical c joint17. LOAD CASE(S) Stand, ds have been considered for this design. 170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5it; Cat 18; MW FRS (directional) and C-C Exterior(2) 0-0-0 )o 3-8-8, Interior(1) 3-8-8 to 9-10-7, Extertor(2) 9-10-7 to to 28-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip ge to prevent water ponding. gned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. signed 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 n chord and any other members. section (by others) of truss to bearing plate capable of withstanding 658 lb uplift at joint 1 and 658 lb uplift at DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) -0.19 8-16 >999 360 MT20 244/190 Vert(CT) -0.42 8-16 >792 240 HOrz(CT) 0.06 7 n/a n/a Wind(LL) 0.22 8-16 >999 240 Weight: 126lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 WA NING - Verity design rameters and READ NOTES ON THIS AND INCLUDED Ill REFERANCE PAGE MIh7473 rev. 10/03/2015 BEFORE USE. Desl I valid for use only wi MiTek®connectors. TNs design Is based only upon parameters shown, and Is for an Individual building component, not a truss ystem. Before use,11 building designer must verity the applicablify of design parameters and properly Incorporate this design Into the overall bulldin design. Bracing Iri Gated Is To prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing {a�1� T �itl9� i�1' h alwa required for stabllt and to prevent collapse with possible personal inlury and property damage. For general guidance regarding the fabric tlon, storage, delive -'ihom erection and bracing of trusses and truss systems, _.AldS1/1p11 AIfDSB-89 and BCSI BUBdIng Component 6904 Parke East Blvd. Safety (nfonnaRotpvailabl lCr/1eda, Truss Plate Institute. 218 N. Lee Street, Suite" Alexandria, VA 22314. Tampa, FL 33610 JQb Truss I fuss I ype ' ty Ply �NGUYEN T14207123 75217 V4 Valley 2 1 I Job Reference (optional) i russ, inc., r, pn vierce, rL, Ut i Hiw B 3x4 5.00 12 2 nun: misu s ucr zo zui r rnm: o.isu s dan o Zino MI reK inousrnes, MC. Mon dun 4 14:JO:V1 NO rage I D: W eg5ZxA2pfJphU_B8M 119Az9jgw-W wxoufYLnU H 1 w3EZW VxD 1 V DUkTx?nYJVwawH Fzz9eWy 4-0-0 2-0-0 3x6 = 3x4 (psf) SPACING- 2-0-0 _ CSI. DEFL. in (loc) Udefl Ud 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a 10.0 Code FBC2017/TP12014 Matrix-P CHORD 2x4 Sq NO.3 CHORD 2x4 SIB No.3 S. (lb/siz 1=94/4-0-0, 3=94/4-0-0 Max H rz 1=22(LC 11) Max Uplift 1=-60(LC 12), 3=-60(LC 12) i (lb) - Max. omp./Max. Ten. - All forces 250 (lb) or less except when shown. 1) Utjalanced roof liv( 2) Wind: ASCE 7-10; \ 11; xp C; Encl., GCI shwn; Lumber DOI 3) G bie requires conti 4) This truss has been 5) ' This truss has bee will fit between the t 6) Prcwide mechanical LOAD, CASE(S) Stan( 3 Scale = 1:7.5 PLATES GRIP MT20 244/190 Weight: 10 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. ads have been considered for this design. =17omph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5ft; Cat. )A8; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions .60 plate grip DOL=1.60 )us bottom chord bearing. signed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. esigned 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 )m chord and any other members. )nection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Thomas A. Alban! PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 ® WAf iNING • Verity desfgn� ramefers and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MR-7473 rev. f0/03/2015 BEFORE USE -- Desigr] valitl for use only wl MITek® connectors. Thls design Is based only upon parameters shovm, and is for - individual building component not a irusssysiem. Before use, 1, building design. &acing In . building designer must verity the appllcabOlty of deslgn parameters and properly Incorporate this design Into the overall Gated Is to prevent buckling of Intlivitlual truss web and/or chord members only. Additional Temporary and permanent bracing is always required for stabill and To prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcc�tion, storage• dellve ',erection and bracing of trusses and truss systems, NANS/IPII CU-IV Crgerlo, DSB49 and BCS1 BUnd/r1y Component 6904 Parke East Blvd. Safety/nfortna11o1gvallabl from Truss Plate Inslilute..218 N. Lee SYreeT. '.".3 uite 312, Alexantlda. VA 22314. Tampa, FL 33610 Jolb Truss russ I ype City Ply NGUYEN T14207124 75217 V8 Valley 2 1 I Job Reference (optional) i tuns, inc., rqn rierce, rL, uc i Hiw 1 3x4 4-0.0 5.00 12 nun: a.i su s vcr zo zoi r rnm: n.iso s van o zoi n mr i erc mousrnes, inc. mon dun 41400 L zui o rage I D:W eg5ZxA2pfJphU_BBM 119Az9jgw-?6V B6?ZzYoPuYDpl4CSSaimZVtHQW _DfBEfropz9eWx A-0.0 4x4 = 2 (psi) SPACING- 2-0-0 CSI. . DEFL. in (loc) Vdefl Ud 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) n/a n/a 999 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a n/a 999 0.0 ' Rep Stress Incr YES W B 0.09 Horz(CT) 0.00 3 n/a n/a 10.0 Code FBC2017/TP12014 Matrix-P BER- CHORD 2X4 CHORD 2X4 ERS 2X4 Max Max Max (lb) - Max. 2-4=- 1) Unbalanced roof live! 2) Wi�d: ASCE 7-10; Vi II; Exp C; Encl., GCpi shown; Lumber DOL= 3) Gable requires contir 4) ThlI truss has been c 5) ' This truss has been will Ii'it between the be 6) Pro, ide mechanical c 1=118/8-0-0, 3=118/8-0-0, 4=248/8-0-0 1=56(LC 11) 1=-92(LC 12), 3= 92(LC 12), 4=-124(LC 12) 1=11B(LC 1), 3=124(LC 18), 4=248(LC 1) ip./Max. Ten. - All forces 250 (lb) or less except when shown 3x4 Scale=1:14.6 3 PLATES GRIP MT20 2441190 Weight: 24 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. ads have been considered for this design. =170mph (3-second gust) Vasd=132mph; TCDL--4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5ft; Cat. ).18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions .60 plate grip DOL=1.60 bus bottom chord bearing. signed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. esigned 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 )m chord and any other members. lnection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 1, 3 except Qt=lb) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 A WARNING - 11er11y design meters and READ NOTES ON THIS AND INCLUDED M?EX REFERANCE PAGE MI1-7473 rev. 10103MIS BEFORE USE. Design valid for use only W I MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not � a truss yslem. Before use, t building designer must verify the applicability of design parameters and properly incorporate this design Into the overall buildin design. Bracing In cited Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing . ����,k" Is always requlred for s1ab114 and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, dellve erection and bracing of trusses and truss systems, seeANSVIPII QualifyCdl®do, DSB-69 and BCS1 BUMV Component Solely fn/onnaBonavallabl om Truss Plate Institute. 218 N. Lee Street Suite 312, Alexandria. VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 o russ Truss Type Qty ply T74207125 75217 �11 V72 Valley 1 �NGUYEN 1 � Job Reference (optional) nuns, mu., a maws, rL, vu„aa 6.0.0 6-0-0 5.00 12 6 5 1 nun: a.1 au s vcr zo zu1 r rnm: a.16u s dan a zu1 o M1 r eK rnau5111e5, mu. Mon dun 9 19 1D:Weg5ZxA2pfJphU_BBM119Az9jgw-2jNQhKXjOB9AlvfMyoQ_VHg993Wh24EMhwLVjWa9yeWz 12-0-0 6-0-0 4x5 = 2 7 8 4 3x4 i 2x3 11 3x4 3 Scale =1:18.9 12-0-0 12-0-0 (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) n/a n/a 999 MT20 244/190 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) n/a n/a 999 0.0 Rep Stress Incr YES W B 0.12 Horz(CT) 0.00 3 n/a n/a 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 38 lb FT = 20% LUMBER - TOP CHORD 2x4 S B0l CH0RD 2x4 S OTHERS 2x4 S S. (Ib/size I 1=170/12-0-0, 3=170/12-0-0, 4=439/12-0-0 Max H 1=-90(LC 10) Max U ift 1= 123(LC 12), 3= 123(LC 12), 4=-249(LC 12) Max Gr v 1=175(LC 21), 3=184(LC 18), 4=439(LC 1) (lb) -Max. omp./Max. Ten. - All forces 250 (lb) or less except when shown. 1) Unbalanced roof live 2) Wind: ASCE 7-10; VI II; Exp C; Encl., GCpI 94,8 zone;C-C for m 3) Gable requires contir 4) Thfs truss has been c 5) 'This truss has been will lit between the be 6) Provide mechanical c joint 3 and 249 lb uDlj LOAD BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. Js have been considered for this design. 170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft L=371t; eave=511; Cat. 18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 4-5-4, Interior(1) 4-5-4 to 6-0-0, Exterior(2) 6-0-0 to bets and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 is bottom chord bearing. gned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. signed 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 n chord and any other members. section (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 1, 123 lb uplift at Ijoint 4. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 ® WA �NlNG - Verity design rameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev. 10/03,2015 BEFORE USE Design, Ild for use only vA MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use,1 building designer must verify the applicability of design parameters and property Incorporate this design Into the overall - buitdinQ design. Bracing In aced is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stabill and to prevent collapse vAth possible personal Injury and property damage. For general guidance regarding the . iTeV fabrication, storage, dellve erection and bracing of trusses and truss systems, seeANS&V1► Quality Ciffaft DSB-89 and 9CS1 Bundigg Component 6904 Parke East Blvd. Safety lnlonnallonovallable' fom Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Jo Truss Iruss lype aly Ply T14207126 75217 V 16 Valley 1 1 �NGUYEN I Job Reference (optional) (russ, Inc., rRn rlerce, M, Utr AILS nun: n.iau s ucr 2e zui r rnm: ts.i3u s dan o 2u1n mr 1 eK mausmes, inc. mon dun a rc:aovi zuio rage i I D: W eg5ZxA2pfJ phU_BBM 119Az9jgw-W wxoufYLnU H 1 w3EZW VxD 1 V DMtTy6nW DVwawH Fzz9e W y 16-0-0 4x4 = 3 Scale=1:25.3 5.00 12 2x3 II 2x3 II 2 4 9 10 5 1 3x4 8 2x3 11 7 2x3 II 6 2x3 II 3x4 i 16.0-0 16-0-0 DING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Ud PLATES GRIP - 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) n/a n/a 999 MT20 244/190 L TO Lumber DOL 1.25 BC 0.12 Vert(CT) n/a n/a 999 - 0.0 Rep Stress Incr YES W B 0.13 Horz(CT) 0.00 5 n%a . n/a L 10.0 Code FBC2017lrP12014 Matrix-S Weight: 57 lb Fr = 20 BER- BRACING - CHORD 2x4 S No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. CHORD 2x4 S iM 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. ERS 2x4 SPo.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All be rings 16-0-0. (lb) - Max H z 1=-125(LC 10) Max U ! jft All uplift 100 lb or less at Joint(s) 1, 5, 7 except 6=-329(LC 12), 8=-329(LC 12) Max G v All reactions 250'lb or less at Joint(s) 1, 5, 7 except 6=467(LC 18), 8=467(LC 17) FORCES. (lb) - Max. omp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6= 7/453, 2-8=-327/447 I I � 1) Unpalanced roof live 0Pads have been considered for this design. 2) Wjpd: ASCE 7-10; V II t=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5ft; Cat. 11; Exp I Encl., GCpi' 0.16; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 4-5-4, Interior(1) 45-4 to 8-0-0, Exterior(2) 8-0-0 to 11-8-8 zone;C- , for embers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Ga6le requires contin ous bottom chord bearing. 4) This truss has been d signed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been esigned 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 bo am chord and any other members. 6) Pro` ide mechanical c nnection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except Qt=1D) 6=329, 8=329. LOADICASE(S) Stand Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 I 'All NING - Verily design rameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE Design valid for use only wl WOO connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss 'stem. Before use,1 building designer must verify the applicability of design parameters and properly incorporate this design Into the overall buildin design. Bracing In aced Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing -MiTek• Is alwo required for stab1111 � and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, dellve Safefomrallon3vailabl !; erection and bracing of trusses and truss systems, seeANSy7P11 AaalMy CrMedo, DSB-89 and BCS! BuMdiV Component rom Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 russ rusS ype ' ty y NGUYEN T142217 l PIb VA VALLEY 1 Job Reference (optional) namoens loss, mu., ❑ I-Ielue, FL, DE TAILS Run: uJ 3u s Oui 20 Zul7 rnni: BAK s Jan 5 20i 6 Mi r ek indusrnas, mil. Mon dun 4 i4:56:u3 20 is rage r 1 D:W eg5ZxA2pfJphU_B9M 11 gAzgjgw-TI3ZJLabJ6X19NNxewzh6wli BGb RFS6oN uPO Krzg eWw -1-4-12 4-3-4 8-6-8 9-11-4 1-4-12 4-3-4 4-3-4 1-4-12 Scale =1:21.6 4x4 = 3 5.00 F12 11 10 3x4 119 12 3x4 I 2 4 5 1 9 v 8 7 6 3x6 11 2x3 11 3x6 11 8-6-8 8-6-8 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCL11- 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.00 4 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.00 5 n/r 90 BCIiL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-R Weight: 38 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 S No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BO 11 CHORD 2x4 S o.3 except end verticals. W E S 2x4 SPI o.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHI�RS 2x4 SP 0.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size 8=255/8-6-8, 6=255/8-6-8, 7=273/8-6-8 Max H 8= 180(LC 10) Max U I'ft 8=-305(LC 12), 6=-305(LC 12), 7=-51(LC 12) FORCES. (Ib) -Max. omp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-1/522. 4-6=-223/521 1) Unbalanced roof live 2) Wind: ASCE 7-10; Vt II; Exp C; Encl., GCpi 7-1' -12 zone; end ve plate grip DOL=1.60 3) Gable requires contin 4) Thil truss has been d 5) ` TI)is truss has been will lit between the bo 6) Provide mechanical c 8=305, 6=305. LOAD ds have been considered for this design. 170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft L=3711; eave=5ft; Cat. 18; MW FRS (directional) and C-C Exterior(2) -1-5-7 to 2-3-1, Interior(1) 2-3-1 to 4-3-4, Exterior(2) 4-3-4 to al left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 as bottom chord bearing. gned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. signed 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 n chord and any other members. section (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 ® WARNING - Verity designtdmeters and READ NOTES ON THIS AND INCLUDED M?EKREFERANCE PAGE MIF7473 rev. f0/03/2015 BEFORE USE Design _lid for use only wiiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component not a truss system. Before use, tuilding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. &acing Inted Is To prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing:�i'r�k' n� T Is always required for stabilnd to prevent collapse with possible personal Injury and property damage. For general guidance regarding thefabrication, storage, deliverection and bracing of trusses and truss systems, seeANSUipli QualityCdleda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety/nfonna/bnavailabtm Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 33610 Job I russ Truss Type '—� ty Ply NGUYEN T14207128 75217 VB VALLEY 1 1 I Job Reference (optional) I rU55, IIIG., ❑ rlerce, rL, VCIHILD -1-4-12 11 1-4-12 1 9 2 4-3-4 4-3-4 5.00 F12 3x4 3 Hun: u.l Sus Vci 2b 2u1 / rnnr: tsxsu S Jan b ZUl6 MI 1 eR In0USIr19S, Inc. MOn Jun 4 14:55:U4 2016 rage 1 I D:W eg5ZxA2pfJphU_BBM119Az9jgw-xVcxW haD4PfcnXyBBdUwf7rswgwc_vYycYBxslz9Nv i 8-6-8 9-11-4 4-3-4 1-4-12 Scale = 1:21.3 4x4 = 4 B 3x6 II 2x3 II 8: 8 5 3x4 10 6 0 7 6 3x6 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.00 7 n/r 120 MT20 244/190 TCLL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) 0.01 7 n/r 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 6 n/a n/a BCLL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 42 lb FT = 20% LU BER- BRACING - TO CHORD 2x4 SP' 0.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP' 0.3 BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing. OTH RS 2x4 SP o.3 SLID'rR Left 2x SP No.3 2-6-0, Right 2x4 SP No.3 2-6-0 REA TIONS. (lb/size 2=353/8-6-8 6=353/8-6-8 8=83/8-6-8 Max H z 2= 98(LC 10) Max U I it 2= 389(LC 12), 6= 389(LC 12) Max Gr ' v 2=353(LC 1), 6=353(LC 1), 8=207(LC 3) FORCES. (lb) - Max. mp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP �HORD 2-9— 3 3/611, 3-9= 370/617, 3-4=-363/625, 4-5=-366/624, 5-10=-373/615, 6-10= 86/610 BOT 1 HORD 2-8=-3 21279, 6-8=-382/279 NOT S- 1) Unbalanced roof live I'l ads have been considered for this design. 2) WI d: ASCE 7-10; V It=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=16ft; B=55ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpj 1 .18; MWFRS'(directional) and C-C Exterior(2) -1-5-7 to 2-3-1, Interior(1) 2-3-1 to 4-3-4, Exterior(2) 4-3-4 to 7-1 J-12 zone; end ve cal 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) Gagle requires contin us bottom chord bearing. 4) Thj truss has been d igned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' Th)s truss has been esigned 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 botm chord and any other members. 6) Proliide mechanical c nection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 2=38I9, 6=389. LOAD CASES) Standa Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: June 4,2018 ® WARNING - Vedty design p " ameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10103/2015 BEFORE USE, Deslgn alld for use only wit. MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ' a iruss s tem. Before use, th � building designer must verify the applicability of design parameters and properly incorporate this design Into the overall bull in design. &acing Ind ated Is To prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing •�O'i'�k" Is always requlred for stabili nd to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delive erection and bracing of trusses and truss systems, seeANSYWII Gual9yCh7odo, DSB-89 and SCSI BuOd/np Component Safety►AformaHorgvailable ,tom Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 14- 3/° Center plate on joint unless x, y a offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is always required. See SCSI. 0►d' c1-2 c2a 2. Truss bracing must be designed by an engineer. For 0 WEBS Cab 4 wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I T O „ ��, M 0 3 bracing should be considered. Ua ap 0 3. Never exceed the design loading shown and never inadequately a c U stack materials on braced trusses. o- 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c7-8 06-7 cue BOTTOM CHORDS designer, erection supervisor, property owner and plates 0-'lid' from outside all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT 7. Design assumes trusses will be suitably protected from 'Plate location details available in MrTek20/20 CHORDS AND WEBS ARE ►DENTIFED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the 1 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12, Lumber used shall be of the species and size, and In all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing Indicated on design. if indicated, Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek@ All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertical) y unless indicated otherwise. Min size shown is for crushing only. ,g 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry S_ tQ_ nd0ld_ _ _ AN6I/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, MiTekeANSI/TPI 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, 1 Quality Criteria. Installing & Bracing of Metal Plate -- _ onne Cc e ood russes. MITek Englneering Reference Sheet: M11-7473 rev. 10/ 33/2015