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HomeMy WebLinkAboutTRUSS PAPERWORKI fi Lumber design values ar6 in accordance with ANSI/TPI 1 section 6.3 These truss designs%k'y on lumber values established by others. iTek. He Col RE: 1952051-GROZA-ROHAN - Site Information: Customer Info: GROZA BLDRS Lot/Block: . Address: SHANAS TRAIL,. City: PORT SAINT LUCIE MiTek USA, Inc. 6904 Parke E37aast Blvd. Tampa, Tampa' 11. Gfy St. Luc)ecounty Name Address and License # of. Structural Engineer of Record, If there is one, for the building. . Name: License #: Address: City: State: Project Name: ROHAN Model: . Subdivision: . State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC20171TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/Apsf This package includes 79 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No 1 T17598023 A01 7/15/19 23 2 T17598024 A02 7/15119 24 3 T17598025 A03 7115/19 25 4 T17598026 A04 7115/19 26 5 T17598027 A05 7/15/19 27 6 T17598028 A06 7115/19 28 7 T17598029 A07 7115/19 29 8 T17598030 A08 7/15/19 30 9 T17598031 A09 7/15/19 31 10 T17598032 B01 7/15/19 32 11 T17598033 B02 7/15/19 33 12 T17598034 B03 7115/19 34 13 T17598035 B04 7/15/19 35 14 T17598036 B05 7/15/19. 36 15 T17598037 B06 7115/19 37 16 T17598038 B07 7115/19 38 17 T17598039 C01 7115/19 39 18 T17598040 CO2 7/15/19 40 19 T17598041 CO3 7/15119 41 20 T17598042 C04 7/15/19 42 21 T17698043 C05 7/15/19 43 22 T17598044 C06 7/16/19 44 Seal# Truss Name Date EJ21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certRcation that the engineer named is licensed in the jurisdiction(s) Identified and that the designs comply with ANSUTPI 1. These designs are based upon parameters shown (e.g.. loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MTek's or TRENCO's customers file reference purpose only, and was not taken Into account in the preparation of these designs. MiTek orTRENCO has not Independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly Incorporate these designs into the overall building design per ANSUTPI 1, Chapter 2. WAL Tech. I.I.C. 1040 Harbour Drake Dr. Punta Gorda, FL. Christopher D. Beers Date: - -23' 1 q -'rrllllllp`- Thomss A Mani PE No.31380 Mfrek USA Inc. FL Ced 6634 6904 Parke East MS. Tampa FL 3XI0 Date: July 15,2019 Alban; Thomas 1 of 2 d a 0 15 Z 2 O O N 7 LL '0 N N .0 N w Z rnrnrnrnrnrnrnrnrnrn------------rn ------------- N�NN��[1�IlNNN Ntn�N Nti]41 LL1��N���fJ�NN�NNNNNtn� d m.-'--.-.-���������--�--�--.-.-.-.--.-.--����� ❑ izzni:nnnn'n n n n n -n n'n n - - -n n nn n�nnn���nnn Z c a)❑ 2 m m Q W Z tJ 7 t`�(Ornnnnocoo On NI`�NtOn(O�N 0Nth000000000 O0 O Q J O'00"0000000��===�00222zzz00>>>>>> wwwwwwwC7 C7 c9 C7(7 (7xxxxxxlY���zzzza»»» (� CO c) Z Z n0]O)O.-NM V�O(O na00lO�NchVN(O n000)O �-NchV NtOnNrnO� =fa co�oconnnnnnnnnnmmwmrommcommrnrnrnrnrnrnrnrnrnrnoo mmmmOw WmaDo0mmmmmmmmmmmromm00ro0roroaDo LO � c •(n aDo00mI �k rnrnrnmwrnrnrnrnrnrnrnrnrnrnrnrnrnrnrnrnrnrnrnrnrnrnrnrnrnrnrnrnrnrn r E N�(1N NNN�N��tON NCO ��O��NNNN�ONN NtON�O LL]N�O �O�� a`) o0i '�F,,F-F--�F, H, F,������� E0Na to rrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrr T Nm°1 W w 0�0 Z vvvvvvoi��u`°i �cMo mcno 0) UJQU cCOom��nn�n`n°n n°�� u��uoi uni��mco coo Job Truss Truss Type Dry Ply T17598023 1952051-GROZA-ROHAN A01 ROOF SPECIAL 1 1 Job Reference (optional) builders rim acume, rlam Dlry, rl.-Jzbbb, 1 B14U s Jun B 2019 MITels Industries, Inc Mon Jul 1511D3:21 2019 Scale =1:88.0 Sx8 = 6 6x8 = Sufi 3x3 6s8 = 5 23 Sx6 _ Sx8 i 22 ] S.OD t2 4 6x8 = 5x8 = ST1.54 STP = 3 B 9 10 2x4 2 16 m 21 17 7x1n II 15 a Id, 1 18 4x6 = 1413 w d 19 WD WS = 7x10 WB = 12 1 C 44 0 4x6 2.to 12 6x8 Zr 54 = 11 Sx12 = 3t,4 ST1.Sx8 STP = 9G-.1-_77 199-h1-52 40b10 1 1'5 IU I FR25.1M I3i0._]7_-11L5 Id35 n1. Plate Offsets (x,v)- t1:o-2a o-t-o) t4:o-o-0 0-1-12t [4:a2-o 0-3-4) (6:0-2-12 aa-ol r9:D-3-6 a2-fit ttD:o-a-o 0-0-6) LOADING (psf) SPACING. 2-0-0 CSI. DEFL.- in (loc) gde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.60 17 >888 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Verl(CT) -1.08 16.17 >495 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 HOrz(CT) 0.39 20 thin file BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 2981b FT=20% LUMBER. TOP CHORD 2x4 SP M 31 'Except' 8-10: 2x6 SP No.2, 4-6: 2x4 SP No.2 BOTCHORD 2x6 SP No.2'Except' 1-18: 2x6 SP M 26 WEBS 2x4 SP No.3'Except' 10-11: 2x6 SP No.2, 6-16,9-13,10 12:2x4 SP N0.2 OTHERS 2x4 SP No.3 *Except' 10-20: 2x8 SP 240OF 2.0E REACTIONS. (lb/sae) 1=201210-8-0, 20=201210-6-8 Max Horz 1=380(LC 12) Max Uplift 1=699(LC 12). 20=701(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied or 2-2-0oc bracing. WEBS 1 Row at midpt 9-13.5-16 FORCES. (to) -Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 1-2=6808/4026, 2-3=-6456/3773, 3-5=5177/3049, 5-6=3950/2449, 6-7=-0594/2776, 7-8=5525/3251, 8-9=5687/3268, 9-10=-2393/1378, 10-20=-1978/1175 BOTCHORD 1d9=392016234, 17-19=3386/5618, 16-17=-2831/4781, 15-16=2990/5135, 13-15=-3242/5654,12-13=1397/2426 WEBS 2-19=311/443,3-19-300/626,6-16=1628/2863,3-17=895/666,8-13=2174/1345, 9-13=2116/3690, 9-12=2073/1309, 10.12=-1713/2977, 5-17=276/675, 5.16=-12971883, 7-16=1062/754, 7-15=-112/467, 8-15=581/302 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15f1; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0.4-0 to 64-0, Intedor(1) 64-0 to 23-9-10, Extedor(2) 23-9-10 to 29-9-10. Interior(1) 29-9-10 to 45-M zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live leads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will hl between the bottom chord and any other members. 6) Bearing at joint(s) 1, 20 considers parallel to grain value using ANSIl1PI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 1=699,20=701. oMPS1A1144 No 39380 cc Z �i CC •; OR��•••�.` :%%%% �/11/1111110 Thomas A Mani PE No.39380 11,17ek USA Inc. FL Cert 6634 ,6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING-Wedydwif ro anmeten and NEAD NGTES ON TWSANDINCLDDEDIATEKREFERENCEPAGEAf147472rc. 100=015BEFORE USE Design valid for use any with Wereaconnectae. This design is based arty upon parameters shown, and Is for an irWi ndual building component, not a truss system. Betas use, the building designer must vedythe applicability of design parameters and propeM incorporate Nu design into the overall buitaingdesgn. Bracing Indicated is to prevent buGWg of Indidual truss web anNar shorn members any. Additional temporary and formarembracing M!Tek' Is always required Mr stability and to prevent ce0apse with posside persmal iniury and propeM damage. For general guidance regaining the fabdcaGon,storage, detivery, erection and among ofbusses and truss systems,see ANSg 110ualiy Cdteda,USBA9and BCSIButlding Componem 6904 Parke East Ewd. Sayerylnfbrm nhon avabble from Tmv Plate Institute. 218 N. Lea Street. Side 31Z Aleaandda, VA22314. Tampa. EL 35610 Job Truss Truss Type Oty Ply T17598024 1952051-GROZA-ROHAN A02 ROOF SPECIAL 1 1 Job Reference (optional) simmers 111s1 aoun,. rmntn4 y, IL -44a00, 54 II D24U S Jun t12U19 Mi I ark Industries, Inc. Mon JUI 1511;03:262U19 Pagel Scale = 1:a5.8 3 S axe 5 23 7 Gas = Sx8 � 22 4 Sx12 = 5.00 12 = 8 ! 6x8 ST1.Sx83TP = 8 Sx12 = 10 2x4 2 s rt 20 21 16 7.10 H 14 a 1 17 4x5 e; 13 16 18 6x12 NIT= 12 6xl2 MT20HS = f l d 4x6 _ 4x6 Z.W 12 5x12 = 5x8 = seat ST1.5x8STP = 1&1-12 i 250-0 1 30.7-15 1 3]b5 1 45IV t Plate Offsets(XY)— (1:0-2-70.1-0] 14:0-0-00-1-121 I4:0-1-120-3<1 NO:Edge0-3-01 [11:0310-3-0] LOADING (psi) SPACING. 2-0-0 CS]. DEFL. in (Joe) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Ver(LL) 0.6315-16 >869 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -1.1415-16 >477 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Ina YES WE 1.00 Horz(CT) 0.43 20 We n/a BCDL 10.0 Code FBC2017rTP12014 Matra-SH Weight: 275 to FT=20% LUMBER - TOP CHORD 2x4 SP M 31 'Except* 8-10A-6: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 -Except- 15-17: 2x6 SP No-2 WEBS 2x4 SP No.3 *Except* 10-11: 2x4 SP M 31, 6-15.9-12: 2x4 SP No.2 OTHERS 2xB SP 240OF 2.0E REACTIONS. (lb/sae) 1=2037/0A-0, 20=1994/ob8 Max Hoe 1=354(LC 12) Max Uplift 1=-708(LC 12), 20=691(LC 13) BRACING. TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied or 2-2-0 be bracing. WEBS 1 Row at midpt 5-15, 9-11 FORCES. (Ib)-Max. ComplMax.Ten.-Altforms 250(I1h) or less except when shown. TOP CHORD 1-2=6904/4061, 2-3=-6554/3808, 3-5=5282/3086, 5-6=4053/2485, 6-7=4724/2825, 7-8=5774/3340, B-9=-5867/3283, 9-10=329/183, 11-19=1050/1908, 10-19=1050/1908 BOT CHORD 1-18=3904/6322, 16-18=-3372/5713, 15-16=2818/4879, 14-15=3049/5358, 12-04=3435/6121, 11-12=1525/2623 WEBS 2-18=308/443, 3.18=298/622, 3-16=-893/665, 5-16=-276/675, 575=1299/886, 6.15=1673(2968, 7-15=-1171/827, 7-14=86/482, 8-14=808/410, 8-12=2421/1485, 9-12=2055/3792, 9-11=-3159/1850, 10-20=-2123/1204 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=5.Opsf h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-4-0 to 6-4-0, Intenor(1) 6.4.0 to 23.9-10, Exterior(2) 23-9.10 to 29-9-10, Interior(1) 29-9-10 to 45-1-8 zone; Cantilever left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 list bottom chord live load nonconcurrent with any other live (Gads. 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-M wide wil fit between the bottom chord and any other members. 7) Bearing atjoint(s) 1, 20 considers parallel to grain value using ANSVIPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 6t=1b) 1=708,20=691. .pMPS 1 A % No 39380 l0 N A„E?��,,, Thomas A. Albans PE ND.39380 Mifek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa R. 33610 Date: July 15,2019 ®WARMNG -Wall, design parameters and READ NOTES ON TMS AND INCLUDED agree REFERENCE PAGE 14II-7473 nw.1 D1032015 BEFORE USE weenee Design valid for use only with Mrek®conneMn, This design Is based only upon parameters shown, and is for an individual building component, not abuse system. &fare use. Pe building designer mustvenfy the applicability of design parameters and Property Incorporate Nis design lntothe overall buildingdesgn. Bacing Indicated is to prevent bucking of mdhidual trues web mayor chord members only. Additional temporary, and permanent braGng M!Tek' is always required for stability and to prevent coi with possible personal injury and property carnage. For general guidance regarding Pe fabrication. coney. delivery.erection and bracing of trusses and buss systems, see ANSgrFlr Quality Cents, DSa-99 antl Best Building Component 6904 Parts Best Blvd. Sid fyrnrormafron awUable fmm Tmss Plate Ins Oe, 216 N Lee Street, Suee 312, Alexmnyla. VA 22314. Tampa. R 36510 Job as Truss Type Oty Ply T17598025 1952051-GROZA-ROHAN A03 ROOF SPECIAL 1 1 r Job Reference (optional) Bmlders First Source, Plant City, FL-32566. r • 1 8,240 s Jun 82019 pill Industries, Inc. Mon Jul 15 11:03:30 2019 Pagel ID:?RrV IkAuFgVuVYAL75snbmON2-XrmBf$gzxfsmsw7sOvCK4_wWDFB4 YxY JGExgyxr6h &&110.000 I 32 78 2a4 18-1-12 21108 258.11 30b3 15 �3Aa5 5I 4a27-2.121 Ga 5o7-14 1.11.9 SWIG = 187.9 6x12 MT2OHS = Sx6 = 6 7 2,4 II 5 3x6 25 8 26 5x8 = Sae W13 i3x6 i 3x6 5.00 12 4 SX14MT20HS=8x14MT20HS = 3 S ST1.5x8 STP = ad` D 11 12 23 2 18 24 19 7x10 = 20 17 IV I 1 21 6x12 MT20H5 = 44 = 16 15 l� Bx12 MTZOHS a 14 ` 4x6 _ gas Too 12 51 _ 13 ST1.5x8STP = 4x6 = 6x8 = SX12 = 9-1-] 1&1-12 21-10-8 25-0-0 3O7-15 32-7A 37-65 955 42-2-1 45-1043 9-1-7 4a1-.5 I 1Ad9 ] R1A i]-15O ddn-P3 'O.nn vz» Plate Offsets (X Y)- ry:0.2-17 0-1-01 13:0-0-0 Edoe] (6:0-8-8 0-2-0] (7:03-00-2-0) 112'0.7-00-0-10) (18'0-0-12 0-0-81 LOADING (psf) SPACING- 24)-0 CSI. DEFL. in (too) Veal Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.62 19 >878 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -1.1018-19 >493 180 MT20HS 1871143 BCLL 0.0 Rep Stress [nor YES WB 0.90 HIocz(CT) 0.36 23 rela n/a BCDL 10.0 Code FBC20177TPI2014 Matrbc-SH Weight: 28816 FT=20% LUMBER. BRACING - TOP CHORD 2X4 SP M 31'Except" TOP CHORD 6-7: 2x4 SP No.2, 10-12: 2x6 SP No.2, 3-6:2x4 SP No.t BOT CHORD 2x6 SP M 26'Except- BOT CHORD 1820: 2x6 SP No.2 WEBS WEBS 2x4 SP No.3 *Except' 12-13: 2xe SP 240OF 2.0E OTHERS 2x8 SP 240OF 2AE *Except' 3-3: 2x4 SP No.3 REACTIONS. (lb/size) 1=2037/D-B-0, 23=1980/0-6-8 Max Horz 1=305(LC 12) Max Uplift 1=694(LC 12), 23=663(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-6898/4139, 2-4=-6550/3889, 4-5=5273/3216, S-6-5252/3399, 6-7=4524/2911, 7-8=4746/2951, 8-9=5783/3475, 9.10=E641/3881, 10-11 =3033/1769,11-12=-614/357, 13-22=-1079/1895. 12-22=1079/1895 BOT CHORD 1-21=3917/6316, 19-21=3462/5716, 18-19=2391/4187, 17-18=3103/5332, 15-17=3644/6235, 14-15=3644/6246, 13-14=1776/3049 WEBS 2-21=-298/437, 4-21=-291/616, 6-1"47/833, 7-18=-892/1543, 4-19=910/675, 5-19=3401445, 8-18=1086F783, 8-17=-1131502, 9.17=934/552, 6-19=914/1304, 10-14=4004/2340, 11-14=1030/1884, 11-13=3270/1907, 12-23=2948/1718 Structural wood sheathing directly applied or 2-1-6 cc purling, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at mil 10-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15R; Cat II; Exp C; Encl., GCpi=0.18; M WFRS (envelope) and C-C Exterior(2) 0.4-0 to 6-4-0, Interior(1) 6-4-0 to 21-10-8. Extenor(2) 21-10-8 to 31-8-11 Interior(1) 31-8-11 to 44-11-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nord oncurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joints) 1, 23 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift at joints) except Qt=lb) 1=694, 23=663. ,,oMPS1A11 q4 fil No 39380 XX i 3 • �14/ .400 .RS ��%ONA� ,�T��I441 C1 - Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Carl 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING-Verilydesignparameterand READ NOTES ON iWSAND INCLUDED MIl REFERENCEPAGE"W473m.. 1NOMO1SBEFORE USE. Design valid for use only with Miele® connectors. This design is based only upon parameters shown, and is for an Individual building component, not wasaw 1 a muss system. Before use, the building designer must will be applicability of design parameters and property Incorporate Nis design into be ovarall buildmgies'gn. Submit indicated late prevent buckling ofindwidualleas web andimcliord members only. Additional temporary and permanent bracing MOW u always retained! for stability and to prevent conapse with possible personal injury and properry damage. Forgenemiguidanceragardingme fabdrzdon, change. deliver, erected and bracing oftmsses and muss systems,see ANSV77I1 Quality covers, OSB49 and SCSI Building Component Bass Parke East Blvd_ Safefylaro mation available Ram Truss Rate InnaUe.218 N. Lee stree4 Suae 312. Alexandda, VA22314. Tampa. FL 36610 Job Truss Truss Type Oty, Ply T17693026 1952051-GROZA-ROHAN A04 ROOF SPECIAL 1 1 Job Reference o tional ,._� vwcv. CiL,rL-32566, - 0.44usaun 840lermlleKlnausmes,Inc. Iwon.lunen:usabzule rages ID:?RrVDIkAuFgV uV YAL75snb=ON2-M77SvMkMcvbm?ZAJkKFAWFfEQOHXQMFjYBKyxr6b 33$5 i &10-0 I 12.5-14 18.1-12 18-I}8 F}0-0 2a73 3 2 30. .is 36}14 475 4}1041 F100 sx14 sT-14 o-1- 2 rI�-..ae i x3 sn-o a1� is an-10 an-1n z-so 2.1" Scale= 189.9 5x6 =us = 6 7 3x8 i 6� - 5 3x6 � 4x10 MT20HS = ye � 25 8 6x8 = 2x4 I 5x6 = 5.OD 12 4 - 9 10 ST1.5sS Sire = 3 2 D4 �� 2 18 17 23 r IIrj I 24 19 6X8 II 16 d 1 20 SxB o 4x6 c 15 14 e5 l T.21 6x12 W20HS o 7.10 M c Bx10 ac ac 5x12 = 4x6 - ax' Z00 12 13 Sx ST1.5xB STP = 9-1-7 18-1-12 234}0 307-15 334iS 3&Std d}SB PS10d3 9-1-7 90.5 :0-0 1250.0 2-0.0 57-15 i 2-tOS 411-10 411-10 2-SO Plate Offsets (X,Y)- 11:0.2-17 0-1-01 [4:0-0.0 0.1-121 [4:0.1-12 0341 [6:030 0.2.4] 17:0.572 0.2-8] [71'0.3-00.2-0] [12:0.612 Edoe] ll3:0-3-2 0.2-8] fl7'0-5-0 0-3-01 LOADING (no SPACING- 2-0-0 CSI. DEFL. in (loc) VdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.60 17 >909 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.99 Vert(CT) -1.05 19-21 >517 180 MT20HS 187/143' BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(CT) 0.48 23 Na rda BCDL 10.0 Code FBC2017/TPI2014 Matra-SH Weight: 3051b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 •Except• TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 1-4,7-9: 2x4 SP M 31 except end verticals. BOT CHORD 2x6 SP M 26 •Except• BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 15-17,13-15:2x6 SP No.2 WEBS 1 Row at midpt 9-14, 11-14. 11-13 WEBS 2x4 SP No.3'ExcepY 12-13: 2x4 SP No.1, 9-14,11-14: 2x4 SP No.2 OTHERS 2x4 SP No.3 •Except' 12-22: 2xe SP 240OF 2.0E REACTIONS. (Ib/sae) 1=2037/0.8-0, 23=1994/0." Max Horz 1=381(LC 12) Max Uplift 1=698(LC 12), 23=690(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All farces 250 (lb) or less except when shaven. TOP CHORD 1-2=6908/4145, 2-3=-6559/3895, 3-5=5271/3225, 5-6"353/2771, 6-7=3985/2651, 7-8=4705/2956, 8-9=-567913467, 9-10=-3060/1896, 10-11=-306011897, 11-12=263/175, 13-22=115911894. 12-22=1159/1894 BOT CHORD 1-21 =4024/6325,19-21=3573/5709, 18-19=3007/4870, 17-18=2455/4155, 16-17=3178/5310, 14-16=3423/5647, Y3-14=556/891 WEBS 2-21=302/438, 3-21=-298/631, 10.14=407/403, 3-19=906/668, 5.19=260/625, 8.17=1114f794, 8-16=-201/540, 7-17=1192/2046. 6-18=918/1439, 5-18=1080/759, 7-18=642/393,9-16=-472/339,9-14=3226/1983, 11-14=168312824, 11-13=2047/1316, 12-23=2037/1244 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ABC 7-10; Vul1=170mph (3-second gust) Vasd=132ni TCOL=4.2psf, BCDL=5.Opsf; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; M WFRS (envelope) and C-C Extenor(2) 0 4-0 to 6-4-0, Interior(1) 6-4.0 to 23.0.0, Exterior(2) 23-0-0 to 30-7-15, Irnerior(1) 30-7-15 to 43-58, Exterior(2) 43-5.8 to 45-1-8 zone; Cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 1, 23 considers parallel to grain value using ANSIr7PI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 6t=lb) 1=698,23=690, ,,`�pMPS� A I 1 46���i No 39380 Ij R 1 O . jN, Thomas A Altiani PE No.39380 MfTek USA, Inc. FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 15,2019 ®wARVING - Venly Jeslgn parameters and READ NOTES ON TMS AND INCL UDED 4g7EK REFERENCE PAGE Mll-7470 rev. 1000=015 BEFORE USE. Design valid for use onywah MTeM connectors. This design is based any upon parameters blown, and Is for an individual building component, not a truss system. Before use, the building designer must venythe applicability of design parameters and property lncorpo pre Nis design Into Me overall buildingdmgn.Mae, indicated is to prevent buckMg ofindedual truss web anclorcJmN membem only. McfLonaltemporaryanEpednanembraciag WOW a always required for stability and to prevent collapse with possible personal Injury and pmpeM damage. For general guidance regarding Me rubricator. storage. delivery. erection and bracing of trusses and truss systems, see ANSUTPh Quality Cdteda, DSBA9 and Best Building Component 69U Parke East Blvd. Saletyleformalloes aw ilable fiom Truss Plate Institute, 218 N. Lee SUeeL Suae 312 mxemJda, VA M14. Tampa, GL 36610 Job Truss Truss Type Qty Ply T17598027 1952051-GROZA-ROHAN A05 ROOF SPECIAL 1 1 r Jab Reference (optional) Build.. First Source, Plant City, FL-32566, 8.240 s Jun 82019 MiTek Industries, Inc. Mon Jul 15 11:03:56 2019 Pagel Ib:?RrVplkAufgVuVYAL75snbznON2-mrKO6L8Hpe74 w6rkNgQST?vSj313MEMzMZC,%y r6H 3a7-,a I_a100 12-510 1P1-12 2t-0D 3 T-3 2}0.1I US 81 ya23 86 -69 <5108 clap s7.w I s7-14 oleo 71 c7a1 2-ss Fs7"2-0-14 1 31.411.10 I 42 an-1p 3za t av z Scale =1:921 6.12 MT20HS = 2x4 i 6 3x6 ' S 3,13 MT20HS 23 5.00 t2 4 3 2x4 2 22 17 1in g6�� 18 C 19 6,02 MT20HS = Sx12 = 4x6 = "s 200 12 ST1.5z9 STP = U12 MT20HS 4x10 MT20HS = axe = Exis = 5xG = Ei = e 9 ST15z8 STP = 11 �A 15 21 I 6x8 = 15 4 3 = aide _ axis= 12 5x8 4Stp8 31-7 tat-t2 21-00 2SOO '!J W710 2813 31 42d (A-t1-t2 a1 2-1dn I ono ia'� 4-0.12 �z414 4.11.10 an-10 2d12 r� a a12 Plate Offsets(X,Y)— [1:0-2-11,0-1-0) [6:0-6-80-2-0f 17:0-7-120.2-0) (8:0-0-0Edgef [10:0-3-00-2-4j [11:0-6-12Edgef fl2:0-3-20-2$ [16:0-400-4-41 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (too) I/de5 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.66 17 >825 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 — BC 1.00 Vert(CT) -1.11 16-17 >489 180 MT20HS 1871143 BCLL 0.0 Rep Stress Ina YES WB 0.72 Horz(CT) 0.48 21 n/a n1a BCDL 10.0 Code FBC2017rTP12014 Matra-SH Weight: 292111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3,7-8: 2x4 SP M 31, 6-7: 2x4 SP No.1 BOT CHORD 2x6 SO ND.2'Except' 1-18: 2x6 SP M 26 WEBS 2x4 SP No.3 'Except* 11-12: 2x4 SP No.1, 10-13,9-15: 2x4 SP No.2 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (Ib/sae) 1=2037/0-8-0, 21=1994/0-6-8 Max Ho¢ 1=364(LC 12) Max Uplift 1=680(LC 12), 21=677(LC 9) BRACING. TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-15. 10-13, 10-12. 9-15 FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(lb) Or less except when shown. TOP CHORD 1-2=6899/4260, 2-4=6551/4014, 45=5269/3398, 56=5232/3566, 6-7=4876/3266, 7-8=6041/3998, 8-9=5395/3493, 9-10=3170/2060, 10-1 l=-279208, 12-20=1142/1844, 11-20=1142/1844 BOTCHORD 1-19=4146(6317, 17-19=-3764/5716, 1G77=-2786/4349, 15-16=2907/4634, 13-15=2018/3216, 12-13=731/1137 WEBS 2-19=295/431, 4-19=283/619, 6-16=5911975. 7-16=565/1014, 9-13=197611364, 4-17=914/676, 5-17=299/412, 7-15=936/1345, 8-15=2653/1916, 10-13=1672/2708, 10-12=2120/1399, 6-17=825/1159, 9-15=1763/2736, 11-21=2038/1300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst; BCDL=5.Opsf; h=15ft; Cal. II; Exp C; Encl., GCpi=0.18: MWFRS (envelope) and G-C Exledor(2) 0-4-0 to 6-4-0, Interior(l) 6-0-0 to 214)-0, Extenor(2) 21-0.0 to 32-8-13, Interior(1) 32-8-13 to 42-8-0, Exterior(2) 42-8-0 to 45-1-6 zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 1, 21 considers parallel to grain value using ANSITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=680,21=677. ♦♦♦♦OMPS t Af f 14e'',, ,9 No 39380 t 40 OR I OW-1 E�Ca ♦♦ ThomasA.Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FI. 33610 Date: July 15,2019 ®wARMND- Verify dealers pammemra and READ NOSES ON MS AND INCLUDED M?EK REFERENCE PAGE MI-7473 rev. Ionsla01a BEFORE USE. Design valid for use any with Mmalda connedom. This design is based only upon parameters shdwn, and is for an individuat building component, not amiss system. Before use, the bolding designer must vent' De applicability of design parameters and property incorporate Nis design Into the overall bugdfngdesgn. Bracing indicated istopreventburMngolmdMdual Uussweb Ordinancm members only. Additional temporary and permanent braung MiTek' b always requiredfor stability and to prevent collapse wdh possible personal Injury and property damage. For general guidance regarding the famixtion,storage, degve, eretion and tracing of misses and Mass systems, see ANSI/7PII Duality Criteria, DSB49 and SCSI Building Component 604 Parke East Blvd. Saferylnformarlon available fmm Tmss Rate Institute, 218 FL Lee Street, said 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T17598028 1952051-GROZA-ROHAN A06 ROOF SPECIAL 1 1 Job Reference (optional) Builders First source, Plant City, FL-32566, 2L 1 a STi.5x8STP = 5.12 5.00 12 3x6 i 3x8 MT20HS -- 4 4 C 24 2 3 2 20 4x6 6z12 MT20HS = 5 8 9 4x6 7x10 M 2.00 12 8.240 s Jun 2x4 6x12MT20HS = 25 6 7 6xe = 8 I 17 0 16 4x6 = 15 14 6x12 MT20HS ZZz Sig = Industries, Inc. Mon Jul 1511:04:17 2019 Page 1 St5m5?9DuTHYLUvNWCBEHUp7So79D4Syxr5y 8-6 44-45-10-8 -10 411&0- Scale=1:90.0 6x8 4x1OMT2OHS = 5x6 = see — ST1.Sx8STP = 9 11 q d[mP� Sx6 = 12 6x8 = 10-1-f B-10.f5 F t 3-7-3 G1-10 4-11-10 4-11-10 -2-8 Plate Offsets (X Y)— [1:0-2-i t 0-1-0] [5:oE-B 0.2-0] [7:0-8-00.1-12] [9:0-3-8 0-2-8] [70:0-3.0 0.2-0] [11:0-7-0 0-0-12] [12:031 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. M floc) Pdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.67 17-18 >810 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -1.13 17-18 >479 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(CT) 0.49 22 n/a ma BCDL 10.0 Code FBC20177TP12014 Matrix-SH Weight: 291 lb FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP M 31'Excepr TOP CHORD 8-10,10-11: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 *Except' BOT CHORD 17-19: 2x6 SP No.2 WEBS WEBS 2x4 SP NO.3-ExCept- 9A4,10-13: 2x4 SP No.2, 11-12: 2x4 SP No.1 ' OTHERS 2x4 SP No.3'Excapt' 11-21: 2x8 SP 240OF 2.0E REACTIONS. (lb/size) 1=2037/D-8-0, 22=1994/0.6-8 Max Horz 1=347(LC 12) Max Uplift 1=-660(LC 12), 22=714(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=6896/4294, 2-4=-6448/3969, 45=5107/3322, 5-6=5936/3946, 6-7=5936/3946, 7-8=5374/3448, 8-9=5613/3596, 9-10=-2830/1794, 10-11=-421/257, 12-21=1066/1618, 11-21=1066/1618 BOT CHORD 1-20=-4215/6319, 18-20=3752/5603, 17-18=.3036/4724, 16-17=3098/4970, 14-16=-3715/5817, 13-14=1805/2869, 12-13=297/456 WEBS 2-20=390/527, 4-20=-272/663, 4-18=9647T73, 5-18=-377/725, 5.17=1026/1560, 6.17=352/335,7-17=-1048/1535,7-16=-283/585,8-16=896/635, 8-14=2160/1534, 9-14=2115/3262, 9-13=2098/1435, 10-13=1863/2983, 10-12=1600/1109, 11-22=2050/1302 Structural wood sheathing directly applied or 2-1 4 oc purlins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 9-14,10-13 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; VuK=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=5.Opsf; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-4-0 to 6-4-0, Interior(1) 6-4-0 to 19-0-0, Exterior(2) 19-0-0to 25-0.0, Interior(i) 25-0-0 to 28-7-3, Exterior(2) 28-7-3 to 34-8-13, Interior(1) 34-8-13 to 44-8-0, Extenor(2) 44-8-0 to 45-1-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 Pat bottom chord live load nonconcumenl with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 1, 22 Considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001la uplift at joint(s) except (jl=lb) 1=660, 22=714. S 9 .� No 39380 :4/ i Thomas A Albani PE No.39380 MRek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ® WARNING. Verily design parameters and READ NOTES ON THUS AND INCLUDED WEEK REFERENCE PAGE MIW473 rev. 1uhrV2015 BEFORE USE Design valid for use only with MReM commodes. This design is based onry upon parameters shown, and is for an individual building wmponent, not a truss system. Befve use, the building designer must verily the applicability of design parameters and propeM incorporate this design into Pe overall building design. Bracing indicated is to prevent buckling of individual truss web worst chord members only. Additional temporary and permanent bracing MiTek' is always required for Stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcolion,storage, derive, erection and bracing of Misses and Miss systems, we ANSI/TP11 Quality Cohen, DSE49 and BCSI Building Component 69N Parke East Blvd. Saferylnformafron awflable from Truss Plate InsidNe, 210 N. Lee &Mee, SuAe 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type CityPiy T17598029 1952051-GROZA-ROHAN A07 ROOF SPECIAL 1 1 Job Reference (optional) Budaers First source, clam rBry, rL- JZObb, olau s Jun a Lu IV mil l eK mousmes, Inc. Man aur1011:uV:LU ZU I Scale=188.0 U12 MUDHS 5.00 12 2x4 It 6x1210T20HS = 18 = 5 22 6, 7 Satz = Mi us = SF1.5xBSTP = 4xt0 Mi20H5 ss 4 8 5x12 = 10 21 2x4 3 2 15 F) 20 17 16 112 MU HE = 14 1 4x6 = 13 12 d18 4x10tvm20HS = W12MT20HS = 4x5 = 4x6 = 2.00 t2 ST15x8 STP = Sx8 = 6x8 = 5,12 = 9-1-1 17-0-0 25-0-0 30.]3 3fi-8-13 4510-8 n-1-1 ]dOdS I aflfl S]i B.L1G 9-0-11 Plate Oftsets(XY)- fl:0-2-110.1-01 I3:0-5-OEdge] 15:0-7-120-2-0117:0-7-120-2-0] [10:Edge0-3-01 (11:0.310.30] fl5:0-6-004-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeO Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(L-) 0.77 15 >706 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -1.31 15-16 >414 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress lncr YES WE 0.97 Horz(CT) 0.50 20 n/a n/a BCDL 10.0 Code FSC20171TP12014 Matrix-SH Weight 2821b FT=20% LUMBER - TOP CHORD 2x4 SP No.1 *Except' 5-7:2x6 SP M 26. 7-8: 2x4 SP M 31, B-10: 2x4 SP No.2 BOTCHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 10-11: 2x4 SP No.1, 5-15,7-15,9-12: 2x4 SP N0.2 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (]blame) 1=2037/0-8-0, 20=1994/0-8-e Max Hom 1=307(LC 12) Max Uplift 1=640(LC 12), 20=725(1_C 9) BRACING- TOPCHORD Structure] wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied or 4-9-14 cc bracing. WEBS 1 Row at midpt 5-15, 7-15, 9-11 FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(I1d) or less except when shown. TOP CHORD 1-2=-6858/4293, 2-4=6517/4028, 4-5=5548/3548, 5-6=7765/5013, 6-7=7765/5013, 7-8=5807/3690, 8-9=-5812/3666, 9-10=J05/186, 11-19=-1149/1893, 10-19=1149/1893 BOTCHORD 1-18=416316277, 16-18=-3859/5833, 15-16=-3250/5120, 1415=3338/5361, 12-14=3829/6053, 11-12=1684/2615 WEBS 2-18=263/430,418=184/453,4-16=741/632,5-16=305/665,5-15=1861/2900, 6-15=-560/508,7-15=1833/2806,7-14=-198/507,9-14=700/478,8-12=2371/1662, 9-12=2310/3727, 9-11=3155/2049, 10.20=-2080/1299 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; M WFRS (envelope) and C-C Extenor(2) G-4-0 to 6-2-14, Interior(1) 6-2-14 to 17-0-0, Exterior(2) 17-0-0 to 23-0-0, Interior(l) 23-0-0 to 30-7-3, Exterior(2) 30-7-3 to 36-8-13, Intenor(1) 3641-13 to 45-1-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 1, 20 considers parallel to grain value using ANSIlrPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 8) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jl=1b) 1=640,20=725. MPS1 A...44& S• •q .� No 39380 ir OR Thomas A Albani PE ND.39380 MiTek USA, Inc, FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING -VeMy design parameters and READ NOTES ON Me AND INCLUDED MITEK REFERENCE PAGE M 1.747S r N. 1WOMQ15 BEFORE USE. Design valid for use on"ith Miele® connectors. This design is based only upon parameters shown, and is for an individual Welding component, net my a truss system. Before use, the building designer must vent, the applicability of design parameters and properly into ,orate Nis design into the overall buildingdesign.Bracing indicated is to bucking of individual truss web anmor chord members only. Addeio Itemporzryand,weranentbracing M!Tek' prevent is always required for liability and to prevent Collapse win possible personal injury antl property damage. ForgeneralgudanceragaNingt1e fabrication, storage, dogery,erection and lomem, oftmssesandmisssystems, see ANSWPIf Oualily Crossed, DSB49 and Best Building Component 6904 Parke East Blvd. SAelylnrormffiion available from Truss Plate Institute, 218 N. Lee Street, Style 312 Alexandria, VA22314. Tampa, R sect Job Truss Truss Type 0ty Ply 1]5 T98030 1952051-GROZA-ROHAN A08 ROOF SPECIAL 1 q G Job Reference o tional Builders First Source, Plant City, FL-32566, 8.240sJun 82019MTek Industries, no. Mon Jul 15 11:04:22 2019 Page ' ID.?RNDIk uFgVUVYAL75snbWON2-?r ZESbadPO6w5rGgBmy40FC?e934BxPs_Ifyxr5t 5-0-0 10.2-0 15.02 20-0 250.0 2&9.10 32-7-3 313 &13 41-8-10 4510-8 5<-0 410-0 410-0 1 5_" 1 r 5.0.0 r 3-9.10 3910 &1-10 2-11-13 41-14 5.00 12 6x8 = 6 a3 2x4 II Eire — 6x8 = 7 8 9 10 4x10 MT2OHS ZOO 12 5x12 = 3x4 5x8 = Scale =169.6 5x12 = STLSx8 STP = 13 x I sio 11 5x12 = 7-9-0 iS00 240.0 25-0-0 28-310 32-7-3 3&8-13 414410 45-tO2 ]-9-0 1 7-3-0 1 5-0-0 1 SO-0 &0.10 &9-10 6-1-10 2-11-13 41-14 Plate Offsets(X,Y)- [1:0-3-30-0-13] [5:04-00.2-2]110:0-0-00-2-2] 112:0-3-80.1-8] [13:0-3-40.2-12] [14:0-4120-0-01 LOADING (psq SPACING- 2-0-0 CSI. DEFL. in (too) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.64 25 >856 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -1.11 25 >491 180 MT20HS 1871143 BCLL 0.0 ` Rep Stress [nor YES WB 0.95 Horz(CT) 0.35 30 me n/a BCDL 10.0 Code FBC2017rrP12014 Matra-SH Weight: 5931b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except* TOP CHORD 5-8,8-10: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 'Except* BOT CHORD 25-28,22-25,1-28,16-22: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (lb/size) 1=2056/Mechanical, 30=2123/06-8 Max Hom 1=262(LC 12) Max Uplift 1=-639(LC 9), 30=671(LC 9) FORCES. (Ib)-Max. CcmpJMax.Ten.-All forces 250(Ito) or less except when shown. TOP CHORD 1-2=710214441, 2-4=6809/4167, 45=5980/3752, 5-6=7879/4932, 6-7=10812/6642, 7-9=10812/6642,9-10=7990/4951, 10-11=-6282/3822,11-12=-6628/3975, 12-13=-3501/2016 BOT CHORD 1-29=4250/6518, 27-29=4006/6173, 26-27=-3428/5528, 25-26=4843/7987, 2425=-4809/8098, 23.24=3466/5806, 20.23=3834/6419, 17-20=1765/3085, 18-19=297/470, 15-18=289/497, 1415=489/808 WEBS 2-29=203/409, 4-29=1341388, 4-27=659/593, 5-27=-293/532, 5-26=-1726/2826, 6.26=1733/1173, 6r25=1859/3184,9-25=-1983/3228, 9-24=1935/1293, 10-24=1758/2801, 10-23=107/466, 11-23=-009/354, 20-21=2625/1754, 11-21=2600/1760, 19-20=2463/3941, 12-19=2251/3631, 17-18=233011404, 12-18=2102/1323, 15-17=1998/3451, 13-15=1773/3108, 13-30=2403/1357 Structural wood sheathing directly applied or 3-1-0 cc purtins, except end verticals. Rigid ceiling directly applied or 7-3.4 0o bracing. NOTES. 1) 2-ply truss to be connected together with 10d (0.131-xT) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0.9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 Go. 2x4 - 1 row at 0-9-0 Go. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been Considered for this design. 4) Wind: ASCE 7-10; VuB=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15f1; Cal. II; Exp C; Encl., GCpP:0.18; MWFRS (envelope) and C-C Exterior(2) 0-1-12 to 6-1-12, Interior(l) 51-12 to 15-0-0, Exterior(2) 15-0-0 to 21-0-0, Interior(1) 21-0.0 to 32-7-3, Exterior(2) 32-7-3 to 38-8-13, Intertor(1) 38-8-13 to 45-1-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 4x6 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcuffant with any other live loads. u ,1 `II1111111/1j/j'' `�.` ..G E NSF. No 39380 441 o'•. P. � I 1f111111111? Thomas A. Albani PE N0.39380 MTek USA, Inc. FL Cart 6634 6904 Parke East Bivd.Tampa FL 33610 Date: July 15,2019 ®WARNING - Verily design parameters and READ NOTES ON THS AND INCLUDED WTEK REFERENCE PAGE N9W473 my. 146032015 BEFORE USE. Design valid air use only wM MTek® connectors. This design is based any upon parameters shown, and Is for an indvedual budding component, not a Mass system. Before use, Pe building designer must early the applicability ordesign parameters and preperly incooate this design into the owe211 buildingdesign. fencing indicated Jain preventbucllingofindMdualbussweb andlorclardmembers anti. Additionaltemporaryandpermanentbracing MiTek• is always required for stability and to prevent cohipse wM possible personal injury and property damage. For general guidance regaNing Me fabrication, stooge, delivery, erection and bracing ofbusses and Miss systems.see ANSY If QuQIIVCdteda,D5B4r9and BCSIBuildin9Component 6904 Parke East BIM. Sa ayinrofmadon ayadablefmm Truss Platelnsttit e. 21SN Lee street. Sule 312,AIexand a.VA22314. Tampa. FL 36610 Job Truss Truss Type City Ply T77598030 1952051-GROZA-ROHAN A08 ROOF SPECIAL 1 ^ L Job Reference foot onall Builders First Source, Plant City, FL-32566, —'� ^ 8.240 s Jun 82019 MrTek Industries, Ina Mon Jul 15 11:0,1:23 2019 Paget ' ID:?RtVDIk uF9VuWAL75snbmON2-T2SDnaTDSxXFj4g2gYflkAdb?cLIuWKLA3cXHSW5s NOTES- 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas whive a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Refer to girder(s) for truss to truss Connections. 11) Bearing at joint(s) 30 Considers parallel to grain value using ANSlrrPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=639. 30=671. ®WARNING - VeMy deslgn paametem and READ NOTES ON MS AND INCLUDED MITEK REFERENCE PAGE ATI14473 rev.1 OWM015 BEFORE RISE Design valid for use only with Mrek® connectors. This design is based only upon parameters shown, and is for an individual buiiting component, not IvaI' a tress system. Before use, the building designer must verify the applirabifM1y of design parameters and properly incorporate this design into me overall buildingdesgn.EmOing indicated is to prevent InWing of individual truss web and'or choel members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prew:nl collapse with possible personal injury and property damage. For general guidance regarding Me fbrication,storage,delivery erection and bradng of busses and buss systems, see ANSI?Plf Quality Cleans, DSB419 and SCSI Building Component 6W4PMlue Easl Blvd. Safeylnformalron avaiable Man Truss Plate Module. 216 N. Lee Soeet. Sua 312, Nevandna, VA22314. Tampa, R 36610 Job Truss Truss Type Oty Ply T17598031 1952051-GROZA-ROHAN A09 HIP 1 1 to f n idn"uns puree, runt ury, 1-1--a2cau, - 5240 s Jun 82019 MiTek Industries, Inc. Mon Jul 15 11:04:24 2019 Paget i]D:9RryDIkAuFgVuVYAL75snbmON2yECb wUrDEf5LEFENFA—GN9hJOk5d9oUP75gYyxr5r S11a 135-0 1Ulf 108 250-0 27a-11 33-7-13 396.14 d64O l 6-ita 6aa 6Sa - 5-1E �2a-11 5-11-1 l 511-1 6-52 axe i 4x10 MT20HS 4 20 2x4 � 3 2 19 6x12 W20HS = 2x4 11 6x12 MT20HS = Y 5 6 14 7x10 = 4yg p 3x6 8 9%SMT20HS-C \ 21 9 2,4 10 11 Scole=1:El 1 44 = "' 12 a ows= 6x12 MT20H9 = 2.W 12 4x6 = ST1.5xa STP = ST1.5x8STP = Sx12 = 5x12 10-2A 19-106 250-0 27a-11 1,_ 464)-0 l ia2r gar s-1A 1 za-11 a10-m I 9-4-11 Plate Offsets (X Y)— [1:0-2-11 0-1-0] 13:0-SO Edge] [50-86 0-2-0] [7'0-8-8 0-2-0] [11'0-2-11 0.1-0] [15'0-4-12 0-5-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) ]/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(L-) 0.69 15 >791 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -1.19 15 >456 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WE 0.80 HOR(CT) 0.59 11 We nla BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 2621b FT=20% LUMBER - TOP CHORD 2x4 SP M 31 •Except- 5-7: 2x4 SP No.2, 9-11: 2x4 SP No.1 BOTCHORD 2x6 SP M26 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or4-11-13 oc bracing. WEBS 1 Row at midpt 4-16 REACTIONS. (]blame) 1=2040/0-8-0, 11=204010-8-0 Max Ho¢ 1=194(LC 12) Max Uplift 1=680(1_0 12). 11=661(LC 13) FORCES. (lb)-Max.Comp./Max. Ten. -Ail forces 250(lb) or less except when shown. TOP CHORE) 1-2=6911/4284, 2-4=6455/4005, 4-5=4981/3209, 56=5423/3530, 6-7=5414/3520, 7-8=5253/3334, 8-10=651Bl4038, 10-11=-6893/4276 BOT CHORD 1-18=3940/6333, 16-18=3477/5626, 1516=2561/4590, 14-15=2639/4838, 12-14=3491/5767, 11-12=3867/6312 WEBS 2-18=395/544, 4-18=241/674, 4-16=1101/963, 5-16=426/756, 7-15=797/1193, 7-14=4271726, 8-14=983/892, 8-12=187/566, 1N12=311/475, 6-15=271/270, 5-15=781/1221 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Fxp C; Encl.. GCpi=0.18; M WFRS (envelope) and C-C Extedor(2) 0-4-0 to 6-4-0, Interior(1) 6-4-0 to 19-10-8, Extedor(2) 19-10-8 to 36-2-8, InN ior(1)36-2-8 to 45-8-0zone; cantilever left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding., 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pad bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joinl(s)1, 11 Considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001to uplift at joinl(s) except 01=1b) 1=680.11=661. J�J O ** G E No 39380 "'Itlil NA� Thomas A Albani PE Nu.39380 Mi7ek USA, Inc. FL Cart 6634 6994 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING - Verity Cevgnpanmeiers, and READ NOTES ON This AND INCLUDED WTEK REFERENCE PAGE 111IF7473 rev. 10AUV2015 BEFORE USE Design valid for use only with MRek® connectors. This design is based any upon parameters shown, and is for an individual building componem, not a Imes system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into Me overall builifir sgn.Bracingindicatedlatepreventbucklingofvid,duaitmsswebanNorchordmembersany.AddNonaltemporaryantlpermanentbracing MiTek' h always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regaNing the fabrication, storage. delivery, erection and trading of trusses and Was systems, see ANSUTPH Quality Crgeda, DSeAa and BCSl Building Component 6904 Parke East Blvd. Saretylnrormation available them Truss Plate Institute.218 N. Lee street, Suite 31Z Alexandria, VA22314. Tampa, FL 36310 Job Truss Truss Type Dry Ply T17598032 1952051-GROZA-ROHAN B01 Half Hip 1 1 Job Reference (optional) builders rust bource, Flare Uny, 1-1--3251di, ce d 8240 s Jul, 82019 MITek Industies, Inc. Mon Jul 15 11:04:26 2019 Pages 6xl2Mr20HS = 2x4 11 6k8 = ST1.5x8STP = 13 11 1U 9 44 = br4 11 4x1OMT20HS = 3.6 II 6x8 = 3x4 = 7-241 1310-0 18-0-0 22-1-12 25d0 7-2-e s-7-1z a-1-1z 1 a-1-12 I 3s-0 1 Scale =1:M.5 Plate Offsets(X,Y)- f3:0-0-00301 [6:0-10-00-2-12[ [9:Edge0-0-0) 110:03-80.1-8][15:0-2-120-3-01 LOADING (psf) SPACING- 240 0 CSI. DEFL. in (too) VdeO Lfd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.54 11-13 >556 240 MT20 244/190 TCDL 1&0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.9611-13 >310 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Inw YES WB 0.99 Horz(CT) 0.05 9 We We BCDL 10.0 Code FBC2017ITP12014 Matra-SH Attic 0.19 10-11 510 360 Weight: 1661b FT=20% LUMBER - TOP CHORD 2x4 SP No.1 'Except' 6-8: 2x4 SP M 31, 13: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 -Except- 9.12:2x6 SP M 26 WEBS 2x4 SP No.3'Except• 4.115-15,7-10:2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-9-3 cc bracing. WEBS 1 Row at midpt 3-11, 6-15 2 Rows at 113 pts 9-15 JOINTS 1 Brace at Jt(s): 14 REACTIONS. (lb/sae) 9=1519/D38, 2=1382/0-8-0 Max Ho¢ 2=439(LC 12) Max Uplift 9=65(LC 9), 2=285(LC 12) Max Gran, 9=1749(LC 2). 2=1388(LC 2) FORCES. (ib)-Mao. CompJMax.Ten.-Allforces 250(lb) or less except when shown. TOP CHORD 2-3=2764/816, 3-0=-1857/320, 4-5=1522/321, 5.6=982/815, 6-7=1614/3863, 7-8=1626/3814,8-9=-499/1301 BOT CHORD 2-13=1215/2459, 11-13=1214/2452, 10-11=532/1604, 9-10=522/1561 WEBS 3-13=32/391, 3-11=10361751, 4-11=66/495, 5-14=2403/1435, 14-15=-2350/1476, 10-15=-18611173, 7-15=441/369,6-14=0/483,6-15=3205/689, 8-15=-4023/1715, 9-15=3851/1286 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3second gust) Vasd=132mph; TCDL=4.2psU,, BCDL=5.Ops1; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-0-11 to 4-11-5. Interior(1) 4-11-5 to 18-0-0, Exterior(2) 18-0-0 to 25-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.0Ib AC unit load placed on the interior chord, 1 B-0-0 from left end, supported at two points, 2h0 apart. 4) Provide adequate drainage to prevent water pontling. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconwment with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 4-5. 5-14,14-15 9) Bottom chord live load (40.0 pat) and additional bottom chord dead load (5.0 psi) applied only to room. 10-11 10) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 10016 uplift at joint(s) 9 except (jt=lb) 2=285. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. %`0MpS A. q<@���l :E;��. No 39380 Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING- Verify Eeafgnpammefersaad READ NOTES ONTHISAND INCLUDED a MKREFERENCEPAGE M➢-0473ray. 10103ast59EFORE USE Design valid for use onywfth MTekliconneefors. This design Is based ony upon parameters shown, and Is for an Individual building component, not e truss system. Before use, 0e building designermuslvanfy the applicability of design parameters and property incoMorale This design into the overall buildingdesgn. Bracing indicated is tor N prevent buckling ofindividual truss web androord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent whapse win possible personal Injury and property carnage. For general guidance regaraing Me tabdestion,storage, delivery, erection and bracing of Messes and Muss systems, see ANSVTPIf Quality Canada, DSB49 and BCS1 aWlding Component 6904 Parka East Blvd. SafearinfonnWan available fmm Truss Pins Institute, 218 N. Lee Street, Sude 312 Nexandda, VA 22314. Tampa, R send Job Truss Truss Type Oty ply T17598033 1952051-GROZA-ROHAN B02 HallHip 1 1 Job Reference (optional) lam City, rL-32000, 1 U.2405Jun 82019 MTek Industries, Inc. Mon Jull5ll:04:272019 Pagel 4xB = Seale=1:471 Sxa = 2x4 I Bx8 = 5.00 12 _ _ 5 6 7 17 8 44 = 2x4 11 o0e we = 3x4 = gas II Bxa = 7-2-8 1310-0 16-0-0 22-1-12 25-0-0 7-2A Plate Offset$ (X V)- [3:0.30 0.3-41 [6:0.38 0.2-e[ [9'Etl e O 40] [10'0-4-4 0-1-81 [15'0-4-12 0.38] LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (too) Vde0 Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(L-) 0.39 11-13 >765 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.6711-13 >446 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.95 Horz(CT) 0.06 9 We nla BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Attic -0.14 10-11 729 360 Weight: 168 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Excepr TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purling, 5-8: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP Nail *Except* BOT CHORD Rigid oiling directly applied or 544 oc bracing. 9-12: 2x6 SP M 26 WEBS 1 Row at midpt 4-14, 9-15 WEBS 2x4 SP No.3 'Except JOINTS 1 Brace at Jhs): 14 4-11,4-15,7-10r2x4 SP N0.2 OTHERS 2x4 SP N0.3 REACTIONS. (Ib/s¢e) 9=151710-3-8, 2=1382/0-8-0 Max Horz 2=392(LC 12) Max Uplift 9=-76(LC 9), 2=-285(LC 12) Max Gray 9=1746(LC 2), 2=1387(LC 2) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2722/906, 3-4=1948/442, 4.5=497/88, 5-6=-1266/698, 6-7=1933/3808, 7-8=1818/3607, 8-9=436/989 BOT CHORD 2-13=1246/2417, 11-13=-1245/2411, 10.11=589/1710, 9-10=-582/1715 WEBS 313=5/352, 3-11=896r724, 4-11=69/530, 4.14=-1745/1032, 14-15=2414/1855, 10.15=126/1049,7-15=-425/318,5-14=-704/869,6.14=0/828,6-15=-3240/695, 11111111111 8-15=373711884. 9-15=-3563/1208 p,S A. g4111t' �e9^ NOTES- ``%�"_^ E N 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., `,`%O\::\G S • V F•••• ✓/ GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-11 to 4-11-5. Interior(1) 4-11-5 to 16-", Exterior(2) 16-0-0 to 24-5A3, Q pf O 39380 Interior(1) 24-5-13 to 25-2-4 zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 400.0Ib AC unit load placed on the interior chord, 18-0-0 from left end, supported at two points, 2-0-0 apart. - 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 part bottom chord live load nonconcument with any other live loads. •• 5) - This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide (7 will In between the bottom chord and any other members. 6) Ceiling dead =1(/; ..........• load (5.0 part) on member(s). 4-14, 14-15 live load G�,�� m chord (40.0 tional bottom only rd dead lead (5.0capable f ``` 8) Provide mechanicalonnectionf(by others) oflrus to bearing plate withsalled nding 1001b uplift atjoint(s) 9 except gt=lb) oik 1S 1� 2=285. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Thomas A. Albani PE No.39380 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: - July 15,2019 ®WARNING -Verily designparameters and READNOTES ONT/0SANDINCLUDED MITEKREFERENCEPAGEMI!-7473rev-1MOM015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component. not ® a muss system. Before use, me building designer must verify the applirabilhy property design parameters and propemooreuve ruts design into Pe overall MT 1 buildingdesgn.Brecingindirated is to prevent buckling of indMdual tress web andlor crime members only. Motional temporary and permanent bracing MiTek' is alwprevent police, required for stability and to prevepolice, with possible several injury and properly damage. For general guidance regarding lee fabrication, storage. delivery, erection and Madng ofmusees and Was systems, see ANSIMPIYDualdy onions, DSB49 andBCSl Building Componem! sales Palle East Blvd. Safelylnformadon available from Truss Plate lmrtute, 218 N. Lee Street, sude 312 Alexandria, VA 22314. Tampa, FL 36310 Job Truss Truss Type Oty ply T17598034 1952051-GROZA-ROHAN B03 Han Hip 1 i Job Reference (optional) Builders First Source, Plant City, FL-32566. 8240 s Jun 82019 MiTek Industries. Inc Man Jul 15 11:04:28 2019 Scale-1.44.8 5x5 — Exit = 2x4 II 6x8 = 5.an 12 4 5 18 619 7 Asti = 2x4 II °%O 3x4 = sees II 6x8 = 772I -1014p-0 22.1-12 I 5.3-0-0 2 30428 Plate Offsets (X,Y)— [3:0-4-0,0.3-01 [5:0-1-12 03-01 [7:Edge 0-4-Ot LOADING (psi) SPACING- 2-13-0 CSI. DEFL. in (lac) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.26 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.46 10-12 >652 180 BCLL 0.0 ' Rep Stress Incr YES VVS 0.83 Horz(CT) 0.06 8 n1a rda BCDL 10.0 Code FBC20177TPI2014 Mabir-SH Attic -0.10 9-10 975 360 Weight 175 to FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2'Except' TOP CHORD 4-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 8-11: 2x6 SP M 26 WEBS WEBS 2x4 SP No.3'Eccept' JOINTS 4-10,13-14,&9: 2x4 SP No.2 REACTIONS. (Ib/sae) 8=151810-M.2=1382/0-8.0 Max Ho¢ 2=342(LC 12) Max Uplift 8=82(LC 9). 2=-281(LC 12) Max Gmv 8=1748(LC 2), 2=1387(LC 2) FORCES. (Ib)-Max. CcmpJMax.Ten.-Allfames 250(Ib) or less except when shown. TOP CHORD 2-3=2702/084, 3-4=-1999/494, 4-5=1909/644, 5-6=1178/2236, 6-7=-1199/2248, 7-8=336(778 BOT CHORD 2-12=1256/2399, 10-12=-1257/2394, 9-10=-532/1722, 8-9=522/1675 WEBS 3.12=0/320, 3-10=8297776, 10-13=135/577, 4-13=0/457, 13-15=628/970, 14-15=627/970, 9-14=54/943, 6-14=621/377, 7-14=2347/1252, 8-14=-3293/1025, 5-13=1104/826, 5-15=0/454, 5.14=33967757 Structural mod sheathing directly applied or2-8-1 oc puffins, except end verticals. Rigid ceiling directly applied or 5-0-14 cc bracing. 1 Row at midpt 8-14, 5-14 1 Brace at Jl(s): 15 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.OpsY h=15ff; Cat. II; Fxp C; Encl.. GCpi=0.18; M WFRS (envelope) and C-C Extr ior(2)-1-0-11 to 4-11-5, Intedor(1) 4.11.5 to 14-0.0, Exterior(2) 14-0-0 to 22-5-13, Interior(l) 22-5-13 to 25-2-4 zone; cantilever left and right exposed ;C-C for members and tomes 8, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.0Ib AC unit load placed on the interior chord, 18.0-0 from left end, supported at two points, 2-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 13-15, 14-15 8) Bottom chord live load (40.0 PEI) and additional bottom chard dead load (5.0 fist) applied only to room. 9.10 9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joinl(s) 8 except 01=11b) 2=281. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. NSF Alp 4f No 39380 ir : 3 F :4u i 'i�Fs•.0R\�PC?N 'O N A, �lJ``, Bill Iii Thomas A Albani PE ND.39380 M7ek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 AWARMNO-Verity design parameters and BEAD NOTES ON MS AND INCLUDED MTEN REFERENCE PAGE MIF)d7J rev, IWOM015 BEFORE USE Design valid for use only sigh MM M Connectors. The design Is based only upon p bsematers shown, and is for an Individual buldng Component not �- a base system. Before use, the building designer must verify the applicability of design parameters and properly hcor ovate this design into 0e overall buiWhgdesign. EmcinginCwtedistopmwntbuGbngofindMdualtmsswebanNadmrdmembersony.Adddionalninporarynndpesmanentbraciug MiTek' e always required forstabilay and to prevent ex apse with possible personal injury and property damage. Forgeneral guidance regaraing the fabr ion,enrage,delivery, erection and treeing oftmsses and Cass systems. see AASU7PI1Quality Caton, DSB-89 and BCSIBuIlding Component 6904 Parke East Blvd. Sarefylnfonnation avalable from Tmss Plate Institute, 2111N. Lee Street Suite 312 Alexandria. VA22314. Tampa. R 36610 Job Truss Truss Type T17598035 1952051-GROZA-ROHAN B04 Half Hip =Job ence (optional) Builders First Source, Plant City, FL-32566. 8.240 s Jun 82019 MTek Industries, Inc. Mon Jul 1511:04:292019 Pagel ID:?RrVDIk uFgVUWAL75snbmON2-IBgUidY 2nHOR78BAcmAzRtWINZIGeDY 3smyxr5m 1-0-0 &36 12-0-0 _ 1&104 1&0-0 22-1-12 25-0-0 11-0-0 636 5A-10 - ~-104 1 4-1-12 4-1-12 ~ 3.2-0 54 = Scale= 1t44.4 2x4 II Side = 2x4 II 4x6 = 4x6 = i%° °Xp 3x4 = 3,e 11 see = Plate Offsets (X,Y)— 14:0-3-0.D-2-41, [6:D-ta,O-ta], r1B:0-4-4,D-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Udeff L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.29 11-13 ,999 240 MT20 244/190 TCOL 15.0 Lumber DOL 1.25 BC OA2 Vert(CT) -0.54 11-13 >554 180 BCLL 0.0 Rep Stress Incr YES WS 0.83 Hoa(CT) 0.06 9 n/a Na BCDL 10.0 Code FBC20171TP12014 Maif(x-SH Aflic -0.11 10-11 913 360 Weight: 1681b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Exci TOP CHORD 4�8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except' BOT CHORD 9-12: 2x6 SP M 26 WEBS WEBS 2x4 SP No.3 *Except' 5-11,14-16,7-10: 2x4 SP No.2 REACTIONS. (lb/size) 9=1518/0-3.8, 2=1381/M.O Max Hom 2=299(LC 12) Max Uplift 9=-90(LC 9), 2=270(LC 12) Max Grav 9=1748(LC 2), 2=1387(LC 2) FORCES. (lb)-Max.Comp./Max. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 2-3=2717/1082, 3-4=-2587/1130, 4-5=1984/551, 5-6=2180/656, 6-7=1044/2436, 7-8=1019/2335, 8-9=-206/614 BOT CHORD 2-13=1307/2415, 11-13=697/19D9, 10-11=523/1944, &10=511/1898 WEBS 3-13=339/512, 4-13=63lf720, 4-11=0/421, 14-15=3031747, 15-16=-3031747, 10-16=.491987,7-16=-394/304,6-14=896/542,6-15=0/420,6-16=-4129/835, 8-16=2413/1055,9-16=-3309/889 Structural wood sheathing directly applied or 3-1-2 oc purlins, except end verticals. Rigid ceiling directly applied or 5-0.6 oC bracing. 1 Row at midpt 14-16, 6-16, 9-16 NOTES- 1) Wind: ASCE 7-10; Vutt=170mph (3-sewnd gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2)-1-0-11 to 4A i-5, Interior(1) 4-11-5 to 12-0-0, Exterior(2)12-0-0 to 20-5-13, Inlerioall) 20-5-13 to 25-2-4 zone; cantilever left and right exposed ;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 400.01b AC unit load placed on the interior chord, 18-0-0 from left end, supported at two points, 2-&0 apart. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 5) •This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will m between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 14-15, 15.16 7) Bottom chard live load (40.0 pal) and additional bottom chord dead load (5.0 psf) applied only to room. 10.11 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joint(s) 9 except Ot=lb) 2=270. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. S • 9 i, No 39380 1 O�Ccs •., O R 10 P: C,kN?N� Thomas A Allied PE No.39380 MTek USA, Inc. FL Celt 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING - Vedrychmi9npanmeters and READ NOTES ON TIOSANDINCLUDED MITEKREFERENCE PAGE M1124791w. 1&0=015BEFORE USE. Design vark for use only win MRek®comrades. This design is based only upon parameters shown, and is for an individual building companem, not a truss system. Before use, 0e burning designer must very the applicability ordeals parameters and propertyinCorpomte Its design Into Me owra0 7 builGngdes'gn. OmciogindiratedistopmventbuWingofmdMdualtmfswebandlwchommembersenly. Adtldionaltempo2yandpelmanembracing MiTeW 0 always requiredfor stabi@y and to prevent Collapse are possible personal Injury and property damage, For general guidance regarding Me fabrication. storage. server, erection and bracing ofimsses and buss systems, see Atli Quality Create, OSS49 and BCSI Building Component e904 Parke East Blvd. Sefety0rernleNoo available Man Truss Plate Institute, 218 N. Lee Street, Suite 312,A ricandrW, VA22314. Tampa. FL 36610 Job Truss Truss Type Did, Ply T17598036 1952051-GROZA-ROHAN B05 Half Hip 1 1 Job Reference (optional) R Sxe = 4 s aun a rum NIl I eK mcusmes, Inc. m0n am ro 1 l.U4,u Au IV raga I iWAL75snbmON2-m00tFTZcp4PF39jOkWHPWePlgQgQ1 IPNneoP1 BM51 all = 5 12 13 Scale =1:44S 3.4 6 4x6 = 3x4 = 345 = 31 = Gore = Plate Offsets (X,Y)— [4:0-5-12 0-2-8] LOADING (pal) SPACING. 2-0-0 CSI. DEFL. in (roc) UdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(L-) -0.22 2-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 VeR(CT) -0.49 2-10 >605 180 BCLL 0.0' •Rep Stress lncr YES WB 0.67 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matdx-SH Weight: 128 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOTCHORD WEBS REACTIONS. (lb/sae) 7-1116/0-3-8, 2=1218/0-8-0 Max Horz 2=253(LC 12) Max Uplift 7=451(LC 9), 2=416(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2182/1502, 3-4=1804/1152, 4.5=1496/1014 BOT CHORD 2-10=1636/1944, 8-10=1147/1614, 7-8=1014/1496 WEBS 3.10=388/538, 4-10=-131/444, 5-8-=76, 5-7=1675/1134 Structural wood sheathing directly applied or 3-0.7 cc purlins, except end verticals. Rigid ceiling directly applied or 2-2-0 cc bracing. 1 Row at midpt 4.8. 5-7 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (&second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opst h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exteriof(2)-1-0-11 to 5-1-1, Interior(1) 5-1-1 to 10-0-0, Exterior(2) 10-0-0 to 18-5-13, Intericf(1) 18-5-13 to 25-2-4 zone; cantilever left and fight exposed ;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wiN any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2b0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joints) except Ul=lb) 7=451, 2=416. No 39380 "fill NAis E"iCa�. Thomas A. Albani PE No.39380 M7ek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING- Varlry design pammners and READ NOTES ON THIS AND INCLUDED A9TEK REFERENCE PAGE Affl Ta mv. 101012015 BEFORE USE Design valid hr use any with MTek® connectors. This design is based only upon parameters shown, and is for an IndiNdual building component, not a tress system. Galore use, the building designer must vent'the approlreliy of design parameters and propeM Incorporate this design into me overall building design. Easeful indicated is to prevent buckling of indiAdual Was web andor chord members any. Methanol temporary and pdrearient bracing MiTek• b always required far stability and to presmnt collapse with possible personal injuryand Property damage. Far general guidance regarding 0e fabrication, Months, delivery, cradled and bracing oftesses and buss systems, see ANSMIlQualily CNle4a,D5BA9and BCSIBuilding Component 6904 Parke East Blvd. Safetyleformation awaitablefrom Truss Plate Institute,218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Dy Ply T17598037 1952051-GROZA-ROHAN B06 Hag Hip 1 1 Job Reference o tional Builders First Source, Plant City, FL - 32566. ' , ` 8.240 s Jun 8 2019 MTek Industries, Inc. Mon Jul 1511:04:31 2019 Page 1 ID:7RNDlkAuFgVuVYAL75snbznON2-FwFSJZEZOX6hIHaIDoe2sywwg27mAdMlYyaeyxr5k rt-0.0 8010 1"6-8-0 2fi4-0 B-M 8-8-0 Scale =1:44.5 4xI0MT20HS = 5x8 = 12 3x8 = 44 = 2x4 II o. 4x12 = 3x6 Plate Offsets (X,Y)- [3:D-6-0,0.1-121, [4:04-0,0-3-41 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.19 2-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.33 6.7 -905 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Ina YES WB 0.80 Hom(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matra-SH' Weight: 1181b FT=20% LUMBER - TOP CHORD 2x4 SP No.1'Except' 1-3: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/sae) 6=1116/0.3-8, 2=1218/0.8-0 Max Harz 2=207(LC 12) Max Uplift 6=-456(LC 9). 2=441(LC 8) FORCES. (Ib) - Max. Comp.lMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2109/1254, 3-4=-2012/1326, 4-5=2012/1327, 5.6=1035/770 BOTCHORD 2-9=1279/1830, 7-9=1278/1838 WEBS 3.9=0/351, 4-7=679/655, 5-7=1393/2096 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-5-6 cc bracing. WEBS 1 Row at midpt 5-7 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) -1-0-11 to 4-11-5, Interior(1) 4-11-5 to 8-0.0, Exterior(2) 8-0-0 to 16-8-0, Interior(1) 16-8-0 to 25.2-4 zone; Cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed fora 10.0 pat bottom chord live load nonconcumenl with any other live loads. 5) ' This tmss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beating plate Capable of withstanding 100 Ib uplift at joint(s) except (t=1b) 6=456,2=441. p`�pMPS' A !qGe No 39380 TJ: :Q Qj S, 'ON AI Thomas A. Albanl PE NO.39380 MI ek USA Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®w—No-Verb designpemmeteraendSEADNOT£S ON TMSANDINCLUDEDh9TEKR£FERENCEPAGEMII.7473 re. id0af1OSBEFONE USE. Design valid for use only with MTeM connectors. Uis design is based only upon parameters shown, and is for an Individual building mmpanent, not a truss system. Before use, the building designer must wily Ne appfiabildy of design parameters and pmpedy incorporate this design Into the overall buildingdesign. Bacing indicated Is to prevent buckling of Individual trues web andlm Cord members only. Addiionaltempmaryandpermanertbracing Welk' Is always required for stabildy and to prevent collapse will possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and lives systems,see ANSDTPlI Quality Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd. Safetylotormation avaitable gam Truss Plata Insldute, 218 N. Lee street, Suite 313,AIexandrlee. VA 23314. Tampa, R 36510 Job Truss TruType Oty Ply T17598038ss 1952051-GROZA-ROHAN B07 Half Hip Girder 1 1 Job Reference (optional) Builders Firin SouDx,, Plano lily, hL-a2OBB, o,u s dun a 4dlB MI I arc Industries, me mon dui to i,:u-,. cvm rev,, ID:7RrVplkAufgVdVYAL75snbmON2-Bz3?t?bU57ngwcRzPeg68Hi GZenKE43pTc13eVIVXr5i -1-DO 12d-9 1841-15 254-0 12.3.9 , I , 6-55 I 6-7-1 NAILED NAILED 6x8 — NAILED 3z4 = NAILED NAILNAILED Swle = 1:44.4 NAILED NAILED NAILED NAILED 7x10 NAILED NAILED 4x6 I V 3xeV0 2x4 11 NAILED NAILED 3x0 4x10 MT20HS = 3x4 = NAILED NAILED Mot = NAILED NAILED NAILED NAILED NAILED rntpafi LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (lac) uden L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.35 8-10 >847 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.50 8-10 >594 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Ina NO WB 0.80 Hom(CT) 0.13 7 n/a n/a BCDL 10.0 Code FBC2017TFP12014 Matrix-SH Weight 1361b FT=20% LUMBER. BRACING - TOP CHORD 2x6 SP N0.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-8-3 oc bracing. BOT CHORD 2x4 SP M 31 WEBS 1 Row at midpt 4-8 WEBS 2x4 SP No.3 *Except* 2 Rows at W pis 5-7 5-7,3-10,4-8: 2x4 SP No.2 REACTIONS. (I llsize) 7=2141/0.3.8, 2=2040/0-8-0 Max Hors 2=156(LC 8) Max Uplift 7=1091(LC 5). 2=973(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=4282/2038, 34=5413/2751, 45=4198/2128, 6-7=405/322 BOT CHORD 2-11=1903/3834, 10-11=189813803, 8-10=2749/5410, 7-8=2124/4172 WEBS 3-11=83/664, 5.7=4373/2239, 3-10=928/1814, 5-8=-97/895, 4.10=431/471, 4-8=1301/667 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pointing. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pal bottom chard live load nonconcument 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-D-0 wide will fit between the bottom Chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 to uplift at joint(s) except (V-lb) 7=1091,2=973. 8) "NAILED" indicates 3-1 Od (0.148"xit� or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other Connection devices) shall be provided sufficient to support concentrated load(s) 3401to down and 171 lb up at 6-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the tmss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (fill) Vert: 1-3=70, 3-6=70, 2-7=20 !•�- F ••2/ �� No 39380 ' i 'jj� PE///I111111♦� Thomas A. Allard PE No.39380 MtTek USA Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 'onfinued ®WARNING-Verilyces/9n parameters antl READ NOTES ONT19S AND INCLUDEDMITEKREFERENCE PAGE&W-7473 re.-. 141 =015BEFORE USE Design valid for use only with MTek®cannectom. This design Is based only upon parameters *hewn. and is loran Individual building component, not a uses system. Before use, Pe building designer must wanly the applicabildy of design parameters and pmpedy M1eeyon re this design into Me overall bulliingdesgn. Bracing Indicated is to froward buckling of mcMdual Wss web andler Nord members only. Add Icnaltempararyandpennanent Waving M!Tek' Is always required for stability and to prevent cedapsewi h possible personal Injury and propedy damage. Forgeneral guidance regaNma the fabdwtion, storage. delivery macron and bracing afhueses and evessystems,see ANSVTP11 Quality Criteria, DSBA9 and SCSI Buildlnn Component 6904 Parke East Blvd. Saleylnlormation available from Truss Plate Imumde,218 N. Lee greet. Buda 31ZAlmudda, VAM14. -' Tampa. FL 36510 Job Truss Oty MY1952051-GROZA-ROHAN T17598038sType B07 Hip Girder �H.V 1 1 Job Reference o t'Onal Builders First Source, Plant City, FL-32566, 8.240 s Jun 82019 MTek industries, Inc Mon Jul 15 11:04:33 2019 Paget I0:?RND)kADFgVDVYAL75snbzn0N2-Bz3?t?bU5?ngwaRZP6g68H1 GZenKE43pTcl 3eVJyxrSi LOAD CASE(S) Standard t Concentrated Loads (lb) Vert: 11=340(13) 5=114(B) 12=-114(B) 13=114(B) 14=114(B) 15=114(B) 16=114(B) 17=114(B) 18=114(B) 19=-114(B) 20=118(B) 21=-36(B) 22=36(B) 23=36(13) 24=36(B) 25=36(B) 26=36(B) 27=36(B) 28=-36(B) 29=36(13) 30=37(13) aaaaaa A WARNING -Vedfy dealgnparamefers and READ NOTES ON TIISAND INCLUDED MITEKREFERENCE PAGE M-74 3 new 14'03l2045BE1ORE USE. Design valid for use only with MReMacennectors. This tleslgn is based any upon parameters shown, and is for an includual building component, not a bass system. 8elare use, no building designer must vedly the apptimbilhy of design parameters and papery inwryoate this design We the overall buildingdesgn. Bracing insicabedlate prevent abouing ofmdieiduauass web andbr Nob members only. AtldNanaltempmaryandpemaneNbacing MiTek' 6 always required larstabiliy and to prevent collapse with possible personal injury and present damage. For general guidance regarding no labdraden, storage, tlelivery,eredionandbaang or Wises enO Wss sysiams,see ANSUTPII Quality Charge. DS849 and SCSI Building Component 6904 Parke East Blvtl. Salatylnlonnaider available Wm Tress PlaalnsN e,218N.Lee Slreet,Suhe31$Alexendr .VA22314. Tampa, FL 38610 Job Truss Truss Type Ory Ply T17598039 1952051-GROZA-ROHAN C01 Monapftch 1 1 Jab Reference (optional Builders First Source, Plant City, FL-32566, 8.240sJun 82019MTeklndustmes, Inc. Mcn JUl1b11:u41ab2U1B ragel ID:?P4V DIkAuFgVu VYAL75snbmON2.7LBmlhdldd2YAwbLX3s2D7c9RRui?r6mWAjPyxr5g 12.1-13 1r3il 5712 9r4t14484 , -TI 4q a1 d " .,.••,' also goo — Sea, It M= 8-0-0 I 167-12 19-e-0 84-4 73A 4-0-0 Scala = 1:51.2 Plate Offsets(XY)— 19:Edoe0-0-0] f10:0-4-120-1-8] LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in poc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.62 2-12 >373 240 MT20 2441190 TCOL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -1.14 2-12 >202 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.72 H0a(CT) 0.02 9 n/a mile BCDL 10.0 Code FBC20177TPI2014 Matra-SH Attic -0.26 10-12 330 360 Weight: 1251b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD 1-4:2x4 SP No.2 BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 20 SP No.3 *Except* WEBS 5-12.6-13: 2x4 SP No.2, 7-10:2x4 SP M 31 REACTIONS. (Iblsize) 9=949/D3-0, 2=1021/0A-0 Max Hoa 2=473(LC 12) Max Uplift 9=399(1_C 12), 2=280(LC 12) Max Grav 9=1119(LC 2), 2=1083(LC 2) FORCES. (lb)-Max.Comp./Max. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 2-3=16621428, 3-5=12051107, 5-6=11091203, 6-7=-437/0 BOT CHORD 2-12=873/1518, 10-12=-465/1016, 9.10=411/912 WEBS 3.12=557/507, 6-13=-598/315, 10-13=272/1285, 7-13=264/1299, 7-9=1795/804 Structural wood sheathing directly applied or 2-2-0 Go purlins, except end verticals. Rigid ceiling directly applied or B-4-3 oc bracing. 1 Row at fnidpt 8-9.7-9 NOTES- 1) Wnd: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psL,, BCDL=5.Opsf; h=15f1; Cal. II; Exp C; Encl., GCpi=0.18; M WFRS (envelope) and C-C Extedor(2)-1-0-11 to 4-11-5, Intedor(1) 4-11-5 to 19-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconwlrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Ceiling dead load (5.0 Pat) on member(s). 5-6, 6.13 5) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 pso applied only to room. 10-12 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except (jt=lb) 9=399,2=280. 7) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. S!At, 9(e��,�i 9 No 39380 /ONA' E�`%% Thomas A Albani PE No.39380 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARMNG. verily Eeal9n pammefensand READ NOTES ON TMSANO INCLUDEDMITEKREFErtENCE PAGE Mll-74T9 rev. 1GAIM015BEFORE USE Design valid for use aniywdh Mnelsolf, dors. This design Is based only upon parameters shown, and is for an Inumdual building component not a muss system Before use, the building designer must verify Me applicability of design parameters and properyincorpeade this design into 0e overall Cuikingdesgn. Bmec edistopre ntbu�ingof Nd'mdualtmssweben&l O.Nmembersomiry.AccleanallempaaryendpeimaneMbracing WOW glndir 6 always required for stability and to prevmlt collapse won passible personal injury and propeny damage. Forgeneralguidanceregardinglbe fabrication, storage, delivery. election and bracing oftrusses and truss systems, see ANSITP11 Quality Criteria, DSB89 and BCSI Building Component 6904 Parke East BNd. Saletylnlarmation availablefrom Truss Platelnstama,2la N. Lee StmeL Sulk 312Mexandtia, VAM14. Tampa, 11 Sal Job Truss Truss Type Oty Ply T77598040 1952051-GROZA-ROHAN CO2 Moncpilch 1 1 J b Ref re c o tonal L Build.. First Source, Plant City, F-32566, ' 8.240 s Jun 82019 MRek Industries, Inc. Mon Jul 15 11:04:36 2019 Paget 'ID:7RryDik FgVuVYAL75snbwON2-0YISV1dNOwAOn4AY4mOplvfnvm7RS5F9aFjFryxrSf 1-0O 44L1 8d4 12.1-13 133-11 iS7-12 19-i-10 tr}BO 3.49 -1-14' 2-0-i 3-574 066 2x4 II Scale =1:52.1 3x6 � 3x4 = O - 3xa II 6xa = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 CSI. TC 0.87 BC 0.76 WB 0.72 Matrix-SH DEFL. in (toe) Ildefl L/d Vert(LL) 0.62 2-12 >373 240 Vert(CT) -1.14 2-12 >202 1130 Horz(CT) 0.02 9 n/a n/a Attic .0.26 10-12 330 360 PLATES GRIP MT20 244/190 Weight: 1251b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural woad sheathing directly applied or2-2-0 oc purlins, 1-4: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid selling directly applied or 8-4-3 oc bracing. WEBS 2x4 SP No.3'Pxcept' WEBS 1 Row at midpt 8-9, 7-9 5.12,6-13:2x4 SP No.2, 7-10: 2x4 SP M 31 REACTIONS. (Ib/size) 9=949/0-30, 2=1021f0.8-0 Max Horz 2=473(LC 12) Max Uplift 9=399(LC 12). 2=280(1_C 12) Max Grav 9=1119(LC 2), 2=1083(LC 2) FORCES. Qb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1662/428, 3-5=1205/107, 5-6=11091203, 6-7=-037/O BOT CHORD 2-12=873/1518, 10-12=465/1016, 9-10=411/912 WEBS 3-12=557/507, 6-13=-5981315, 10-13=272/1285, 7-13=264/1299, 7-9=-1795/804 NOTES. 1) Wind: ASCE 7-10; VuU=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15R; Cat. II; Exp C; Encl., C-C zone;L71.60ver left and right GCpexpo'sed;r-C eberslope) and grp DO A.'q'Z���, formemRS and foresBMWFRS(fo)r reactions shown; Lumber DOL=1160 plate ���L`PS' 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. �� ��• G E IV S'•.'9iL 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide �� .r .••� i, �' F ••• will fit between the bottom chord and any other members. i 4) Ceiling dead load (5.0 psf) on member(s).5-6, 6.13 No 39380 5) Bottom chord live load (40.0 psf) and additional bottom chard dead load (5.0 psf) applied only to room. 10.12 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jl=lb) 9=399, 2=280. 7) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. _ __ �: O��s 4`1S,ONAl E`��% Thomas A Mini PE No.39380 M7ek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa H. 33610 Date: July 15,2019 Job Truss Type Qty PlyT17596041 1952051-GROZA-ROHAN P:s" Half Hip 1 1 Job Reference (pl'onaB Builders First Source, Plant City, FL-32561 8 H.24u Dian d2unv MlleK mausUC5, ma. wimreu, o,,.w—c .. Sx8 = 2x4 II Scale =1:490 Is m �.axa air — 5x8 = 6x8 3x8 i 3x4 = 7x10 = = LOADING (par) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Cade FBC20171TPI2014 CSL TC 0.92 BC 0.74 WB 0.87 Matrix-SH DEFL. in (hoc) VdeO Ud Vert(LL) 0.63 2-13 >365 240 Vert(CT) -1.17 2-13 >196 180 Horz(CT) 0.02 10 n/a n/a Attic 0.27 11-13 329 360 PLATES GRIP MT20 244/190 Weight: 1341to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 4-8: 2x4 SP No.1 except end verticals. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 8-2-5 oc bracing. WEBS 2x4 SP No.3 'Except* WEBS 1 Row at midpt 8-11, 8-10 5-13,6-14: 2x4 SP No.2, 7-11:2x4 SP M 31 , REACTIONS. (Ib/size) 10=950/0.30, 2=1022/0.8-0 Max Horz 2=418(LC 12) Max Uplift 10=331(LC 12), 2=298(LC 12) Max Grog 10=1127(LC 2), 2=1085(LC 2) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=1671/496, 3-5=-1205/222, 5-6=1105/349, 6-7=426/0, 7-8=1110/584 BOT CHORD 2-13=929/1525, 11-13=-556/1013, 10-11=257/496 WEBS 3-13=5681508, 5-13=116/267, 6-14=599/429, 11-14=804T773, 7-14=788/779, 8-11=111412125, 8-10=-1578/812 NOTES. 1) Unbalanced roof ive s have been Considered for this design. A f' 2) mph sC-CExterior(2) s1 to p17-1-11, Exlenor(2) 17 1-1E1 to 19-6-4 q'',',.�I PSt <e'9iL Cpi=018; MWFIRS (envelope) and D- 1 4-11-6L�eror(1) 4-11-5 t for forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gip ♦♦♦♦O M\ C E N g zone; cantilever left and right exposed ;C-C members and ♦.♦,`.� �' •` DOL=1.60 3) Provide adequate drainage to prevent water ponding. NO 39380 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 Pat) on member(s). 5-6. 6-14 7) Bottom chord live load (40.0 psi) and additional bottom chord dead load (5.0 pal) applied only to room. 11-13 8) Provide connection (by others) of truss to bearing plate capable of withstanding 100 to uplift atjoints) except Ut=lb) C <U O •, mechanical 10=331, 2=298. 'l •, G Q P -• \_:1 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ii� S R � (? %%% ';1,S�ONA� `E�♦♦ Thomas A. Alban] PE No.39380 MRek USA, Inc. R. Carl 6634 6904 Parke East Blvd. Tampa FL 33810 Date: - July 15,2019 ® WARNING. Verily design pirzme . anEREAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 4111447a rev. ID1032015 BEFORE USE Design valid for use ony with Mire,® connetlors. This design is based ony upon parameters shown, and Is for an individual building component, not Iva atruss system- Before use, the building designer must very the applicablliy, of design parameters and pmpedy incorporate this design into the everaft buildingdesign. Bracing indicated is to preverd buckling of individual truss web another Chem members only. Additional temporary and permanent bracing MiTek• isalwaysrequiredforstabiyandtopreverdcouapsewdhpossiblepe=o linjmyandpmpendamage. For generel guidance regaNing Me faEdwtmn, storage, delivery, erection and bracing oftrusees and truss systems,see ANSVTPH Qualify Critetla, DS889 and BCSl Building Component 6904 Parke East BIM. Safetylnfounarlon ava0able (rum Tmss Plate InslaNe, 21a N. Lee Street, Dude 312. Plexantlda, VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T17598042 1952051-GROZA-ROHAN C04 Half Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, �1 82019 MTek Industries, Inc. Mon Jul 1511:04:382019 Pager 5x6 = 6x8 = 7 8 2x4 II Sachs =1:419 �. V3x6 3x4 = 6X6 — 3.8 II 6x8 - LOADING (pat) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.56 2-13 >410 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -1.05 2-13 >219 180 BCLL 0.0 Rep Stress Ina YES WS 0.79 Hom(CT) 0.02 10 hire n/a BCDL JO.O Code FBC2017/TP12014 Matr[K-SH Attic 025 11-13 356 360 Weight: 125 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc patina, 7-9: 2x6 SP No.2, 1-4: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid oiling directly applied or B-3-4 oc bracing. WEBS 2x4 SP No.3•Except* WEBS 1Row at midpt 8-10 573,6-14: 2x4 SP No.2, 8-11: 2x4 SP M 31 REACTIONS. (lb/sae) 10=949/0-3-0,2=1021/0-8-0 Max Horz 2=368(LC 12) Max Uplift 10=-280(LC 12). 2=309(LC 12) Max Grav 10=1119(LC 2), 2=1083(LC 2) FORCES. (lb) - Max. Camp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=1702/620, 3-5=1237/334, 5-6=1128/463, 6-7=590/147, 7-8=-448/153 BOT CHORD 2-13=998/1552, 11-13=590/1041, 10-11=524/954 WEBS 3-13=567/506, 5-13=82/267, 6-15=517/401,14-15=633/479, 11-14=-345/1226, B-14=01790, 8-10=1822/1001, 7-15=485/713 NOTES - live dered for this design. ds have been iguat) 111, 1,,,� 2) Wndlanced ASCE 70f0; VulY170mph (3-se ondVasd=132ni TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. Ik Exp C; Encl., J,, PSi Fl.,q< GC pi=0.18; MWFRS (envelope) and C-C Extedor(2)-1-0-11 to 4-11-5. Interior(1) 4-11-5 to 15-1-11, Extenor(2) 15-1-11 to 19-6-4 left for members and faros 8 MWFRS for reactions shown; Lumber DOL=1.60 grip % O.• E N S'•.'9iy ,� zone; cantilever and right exposed ;C-C plate ���,`.� �C •�. DOL=1.60 3) Provide adequate drainage to prevent water ponding. No 39380 4) This truss has been designed for a 10.0 psf bottom chord live load nononorrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. - ' 6) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-15, 14-15 7) Bottom chord live load (40.0 pst) and additional bottom chord dead [cad (5.0 pso applied only to room. 11-13 8) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 no uplift at joint(s) except 6t=1b) •• Q Q �; 10=280,2=309. �i Q' �,j`, . OR 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. SS .; `. Al N `e%%%%. Thomas A Alban! PE ND.39380 Mttek USA Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING-✓edfy Ceslgnpammetersand READNOTESONTRISANDINCLUDEDUTEKREFERENCEPAGEa111-7�3) .1N0N2015BEFOREUSE Design vafid for use onlywdh MITevZ oonneclom. This design is based only upon parometers shown, and is for im individual building comporeM, nor a truss system. Before use, the building designer must verifythe applicability of design parameters and property incorporate Nis design irhofhe m emll buildingdesign. Bracing indicated is to bucklmg of individual truss web malor chord members only. Additional temporary and permanent bracing M!Tek' prevent is atways required for stability and to prevent collapse with possible personal injury and properly damage. ForgeneroVidanperegaral Pe fabrication, storage. delivery, erection and bracing oftmsses and buss systems, see ANSrrITH Quality Criteria, DSBA9 and BC51 Building Component 6W4 Parke East Blvd. Sareylnformation available form Truss Plate lnsthite.218 N. Lee sued, Suite 31Z Alexandria, VA22314. Tampa. FL 36510 Job Truss Truss Type Pry T77598043 1952051-GROZA-ROHAN C0.5 Hae Hip �Qty 1 TIJb Rfar lice o tonal Builders First Source, Plant City, FL-32555, - 8240 a Jun '82019 M7ek Industries, Inc Mon Jul is Ii:ua:da 2019 Page i 10.7RrVQIkAuFgVuVYAL75snbmON2-070G72gFhrYzeXv6mv WNYHKU318euoisYUNsAyxr5c -100 610.3 13.1-11 1960 141-0 ~ 6.10.3 , lr 3 64 5 31 4x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber COL 1.25 BCLL 0.0 ' Rep Stress [nor YES BCDL 10.0 Code FBC20177TPI2014 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-7: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. Ob/sae) 6=860/0-3-0, 2=964/0E-0 Max Horz 2=326(LC 12) Mad: Uplift 6=329(LC 9), 2=343(LC 12) seed U4 II Gas = Scale =1:394 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TC 0.66 Vert(LL) -0.23 67 s,999 240 MT20 2441190 BC 0.93 Vert(CT) -0.42 67 1552 180 WB 0.34 Horz(CT) 0.03 6 nla file Matra-SH Weight: 97 Is FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or3-11-7 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 2-2-0oc bracing. WEBS 1 Row at midpl 4-6 FORCES. (Ib)-Max. CompJMaz.Ten.-Allforces 250(Ib) or less except when shown. TOP CHORD 2-3=1547/955, 3-4=-1160/716 BOT CHORD 2-7=121711341, 67=-594/676 WEBS 3-7=476/605, 4-7=340/675, 4.6=861/771 NOTES- 1) Wind: ASCE 7-10; VuH=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=S.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exlerior(2)-1-0-11 to 4-11-5. Interior(1) 4-11-510 13-1-11, Extedor(2) 13-1-11 to 19-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed fora 10.0 psf bottom chord live load ndnconcumenl with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members, with BCDL=10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except Ql=1b) 6=329,2=343. .� ov SA'A�6 No 39380 i Thomas A. AlOani PE No.39380 M7ek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING -Verity dWgn parsmefem Slid READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MI47473 rev. ldn'32015 BEFORE USE Design valid let use Cnyweh MTeid, Spreaders. This design Is based any upon parameters shown, and is for an IndiNdual building component. not �*e a buss system. Before use. Pe building designer must verify the appocabiuy of tlesign parameters and property Ncoryom a Nis design Imo Me overall buildingdesign. Bracing indicated is to prevent reading oflndMdualbase web anNorChord members only. Additipnaltemporary and Permanent bracing MiTek' is Swale required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regaNing Me fabdratian, storage, delivery. excise and trading of Vusses and buss systems,see ANSUPI1 Duality Wed., DSB49 and Goal Building Component 6904 Padre East BM1d. Soreylohormatlon avaiWpk lmm Truss Plate Inztauta, 2]8 N. Lee Street, Suee 312, Alexandria, VA 22316. Tampa, FL 36310 Job Truss Truss Type Cry Ply T1]598094 1952051-GROZA-ROHM CO6 Hall Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, i1 44 = 5x8 = 82019MTeklnaunareEMC Mon Ju11511:04:402019 Pagel 114 s':>B Scale =1.36S 2x4 II 2\4 II w — 6xe = LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.13 8-10 1999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.27 7-8 >841 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.74 Hoa(CT) 0.06 7 Ina DID BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 104 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 3-6-14 cc purlins, 4-6: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-6-2 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 5.7 REACTIONS. (Iblaze) 7=1483/0-3-0,2=1622/0-8-0 Max Horz 2=280(LC 12) Max uplift 7=-431(LC 9), 2=-438(LC 12) FORCES. (III) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3283/1783, 3-4=-2383/1243, 4-5=1967/1160 BOT CHORD 2-10=1935/2962, 8-10=1935/2962, 7-8=-738/1138 WEBS 3-8=1085/846, 4-8=329/207, 5-8=-642/1261, 5-7=1708/1122 NOTES- 1) Wind: ASCE 7-10; Vu11=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15h; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exlerior(2)-1-0-11 to 4.11-5, Interior(1) 4-11-5 to 11-1-11, Exterior(2) 11.1-11 to 19-64 zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Provide iryechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except (p=lb) 7=431, 2=438. 6) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16,17, 18, 19, 20, 21, 22 has/have been modified. Building designer must review loads to verify that they are Correct for the intended use Of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 400 to down and 311 Ib up at 7-8-0, and 400 Ib down and 311 Ib up at 11-8-0 on top chord. The design/selection of such connection devices) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=125 Uniform Loads (plf) Vert: 1-13=70, 4-13=190(F=120), 4-14=190(F=120), G74=70, 2-7=20 Concentrated Loads (Ib) Vert: 13=400(F) 14=-400(F) .`tJ PS1 No 39380 ' •N N A� `E�� ` Thomas A Albani PE N0.39380 MITek USA, Inc. FL Cart 6634 69D4 Parke East Blvd.Tampa FL 33610 Date: July 15,2019 o a e ®WARNING -Very design parameters and READ NOTES ON INS AND INCLUDED MTEK REFERENCE PAGE M4-]4]3 mv. 1"32015 BEFORE USE. Design valid for use onlywO MnexdD tanneries. This design is based only upon parameters shown, and is loran Mumadival building component not a Wss system. Befare use, Me building designer must very the applic ibilty of design parameters and property incorporate This design into Me overall buildmgdesign.Bumeing indicated is to preverr budding of individual truss web amber dmrdmembers only. Adddionai temporary and permanent brating MiTek' is always requited for siabilry and to prevent collapse with possible personal injury and property damage. Forgeneralguidanceregarding Oe fabrication,storage.delivery. eetlion and brating oftmsses and trues systems. see ANSUTPil Quality Canada, DS&89 antl SCSI Building Component 6904 Parke East BIW. Saleylnlormafion avatable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA22314. Tampa, FL 36610 Jab Truss Truss Type Dry Ply T17598044 1952051-GROZA-ROHAN C06 Half Hip 1 1 Jab Reference (optional) Build.. First Source, Plant City, FL-32566, 8.240 s Jun 82019 Mi Industries, Inc Mon Jut 1011:u AU LUla rages r ' ID:?RpVDIkAuFgVuWAL75snbmON241J_eLOgtS9ggGhTJJcSlwlgTNS8dNFkr4CDzOcyx Sb LOAD CASE(S) Standard 2) Dead +0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-13=60, 4-13=173(F=113), 4-14=173(F=A 13), 6-14=60, 2-7=20 Concentrated Loads (Ib) Vert: 13=-356(F) 14=356(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: 1-13=30, 4-13=137(F=107), 4-14=137(F=107), 6-14-30, 2-7=40 Concentrated Loads (lb) Vert: 13=311(F) 14=311(F) 4) Dead +0.6 C-C Wind (Pos. Internal) Case 1: Lumber Inuease=1.60, Plate Increase=1.60 Uniform Loads (pip Vert -1-2=133,2-12=80i12-13=54,4-13=41(F=13).4-14=60(F=-13), 6-14=74, 2-7=1 0 Horz: 1-2=141, 2-12=-88, 4-12=63 Drug: 4-5=0 Concentrated Loads (to) Vert: 13=31 1 (F) 14=31 1 (F) 5) Dead +0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pip Vert: 1-2=43, 2-11=54. 11-13=80, 4-13=67(F=13), 4-14-47(F=13), 14-15=61, 6-15=74. 2-7=-10 Horz: 1-2=51, 2-11=63, 4-11=-88 Drag: 4-15=0, 5-15=0 Concentrated Loads (lb) Vert: 13=311(F)14=311(F) 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Undorm.Loads (pif) Vert: 1-2=11, 2-13=61, 4-13=175(F=114), 4-14=168(F=114), 6-14=54, 2-7=-20 Horz: 1-2=19, 24=31 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=359(F) 14=359(F) 7) Dead +0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plp Vert: 1-2=49, 2-13=61, 4-13=175(F=114), 4-14=-168(F=114), 6-14=54, 2-7=-20 Horz: 1-2=19, 2-4=31 Drag: 4-5-0 Concentrated Loads (Ib) Vert: 13=359(F) 14=-359(F) 8) Dead +0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pip Vert: 1-2=59, 2-13=32, 4-13=3(F=35), 4-14=12(F=35), 6-14=47, 2-7=-10 Horz: 1-2=67, 2-0=41 Drag: 4-5=0 Concentrated Loads (Ib) Vert: 13=166(F)14=166(F) 9) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pip Vert: 1-2=22, 2-13=33, 4-13=2(17=35), 4-14=12(F=35), 6-14=47. 2-7=-10 Horz: 1-2=30, 24=41 Drag: 4-5-0 Concentrated Loads (lb) Vert: 13=166(F) 14=166(F) 10) Dead +0.6 MWFRS Wnd (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pip Vert: 1-2= 1, 2-13=12, 4-13=113(F=101), 4-14=98(F=101), 6-14=3, 2-7=20 Horz: 1-2=29, 2-4=18 Drag: 45=0 Concentrated Loads (Ib) Vert: 13=273(17) 14=273(F) 11) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert1-2=-0, 2-13=12, 4-13=113(F=101), 4-14=98(F=-101), 6-14=3, 2-7=20 Horz: 1-2=30, 2-4=18 Drag: 4-5=O Concentrated Loads (M) Vert: 13=273(F) 14=273(F) 12) Dead +0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pip Vert: 1-2=36, 2-13=47, 4-13=12(F=35), 4-14=8(F=35), 6-14=27, 2-7=-10 Horz: 1-2=-4q 2-4=56 - Drag: 4-5=O Concentrated Loads (Ib) Veit 13=166(F)14=166(F) 13) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 o a e3 WARNING - Verity design pardme rers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIId473 rev. 1 M)"015 BEFORE USE. Design valid far use only with MRelalicunnectors.This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, Pe building designer muatverily the applicability of design parameters and pmpery Incorporate Nis design into 0e oamill buildingdesign. Brooms Indicated is to prevent bucNing of mi Was web andishord members ti Addilonai temporary and permanent bracing MiTek' is atways required for stability and to prevent milapae with passible personal lmlury and property damage. Forgeneralguidanceregard[ri fabricator,storage, de4ve, erection and bidding oftmsses and truss systems.see ANS17IP11 Quality Creeda, Di and SCSI Building Component 6904 Pail East Blvd. Safefylnfounafion available tram Truss Plate Metal 218 N. Lee aimed. Suite 312. Misnomers, VA22314. Tampa. R. 36610 Job Truss Truss Type Oty Ply T17598f144 1952051-GROZA-ROHAN CO6 Half Hip 1 1 J bRefrn (Df 11 Builders First Source, Plant City, FL - 32566, - 8.24u s Jun 8 zma bell I eK inaustnes, no coon aul -i5 i rur:41 cu ie ray= u r ' ID.?RrVDIkAuFgVuVYAL75snbmON2.UJ_eLOgtS9ggGhTJJcSlwlgTNS8dNFkr4CDx0byxr5b LOAD CASE(S) Standard Uniform Loads (pig Vert: 1-2=15. 2-13=27, 4-13=22(F=49), 4-14=-22(F=-49), 6.14=27, 2-7=10 Horz: 1-2=24, 2-4=35 - Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=75(F)14=75(F) 14) Dead +0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Inuease=1.60 Uniform Loads (pig Vert: 1-2=36, 2-13=47, 4-13=12(F=35), 4-14=8(F=35), 6-14=27, 2-7=10 Horz: 1-2=44, 2-4=56 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=166(F)14=166(F) 15) Dead +0.6 MWFRS Wind (Pos. Internal) din Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=15, 2-13=27, 4-13=22(F=49), 4-14=-22(F=49), 6-14=27, 2-7-10 Horz: 1-2=24, 2-4=35 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=75(F) 14=75(F) 16) Dead +0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=14, 2-13=3, 4-13=98(F=101), 4-14=119(F=101), 6-14=18, 2-7=20 Horz: 1-2=44, 2-4=33 Drag: 4-5=0 Concentrated Loads (to) Vert: 13=273(F) 14=273(F) 17) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=6, 2-13=18, 4-13=119(F=101), 4l4=119(F=101), 6-14=18, 2-7=20 Horz: 1-2=24, 2-4=12 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=273(F) 14=273(F) 18) Dead: Lumber Inuease=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pig Vert: 1-13=30, 4-13=123(F=93), 4-14=-123(F=93), 6-14=30, 2-7=20 Concentrated Loads (lb) Vert: 13=222(F) 14=222(F) 19) Dead +0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=38, 2-13=47, 4-13=166(F=-119), 4-14=155(F=-119), 6-14=35, 2-7=.20 Horz: 1-2=22, 2- 4=13 Drag: 4-5=0 Concentrated Loads (to) Vert: 13=394(F) 14=-394(F) 20) Dead +0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Intl Right): Lumber Inuease=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1.2=38, 2-13=-46, 4-13=165(F=-119), 4-14=155(F=-119), 6-14=35, 2-7=-20 Hoe: 1-2=22, 24=14 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=-394(F) 14=394(F) 21) Dead +0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Intl 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=27, 2-13=35, 413=155(F=119), 4-14=170(F=.119), 6-14=51, 2-7=-20 Horz: 1-2=33, 2-4=25 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=394(F) 14=-394(F) 22) Dead +0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Ing 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-42, 2-13=51, 4-13=170(F=119), 4-14=170(F=-119), 6-14=51, 2-7=20 Horz: 1-2=18, 2-4=9 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=394(F) 14=394(F) ®WARNING-Med/ydiolgnpammetereendREADNOTES ON This ANDINCLODEDM19TEK ERENOEPAGE MII-04)Srw.100032015BEFOREUSE. Design valid for use only with MifeleID connectors. This design Is based any upon parameters shown, and is for an individual building companent, net a Muss system. Before use, the building designer must verify the appheabiliy of design parameters and propeM incorporate this design into the overall Bracing indicated is to buckling of truss web anWor chord members only. Addiboreryrd naltempoandpermanebrucing M!Tek' buildergdesign. prevent individual s sways required for stability and to prevent aaAapse with possible personal injury and property damage. For general guidance regarding the fabriwGon, storage. delivery, erection and bracing oftmsses and Vuas systems, see ANSImPll Quality onions, DSE49 and SCSI Building Component 6904 Palle East Blvd. SmAnyleformation available from Truss Plate Institute, 218N.Lee Stmu,Sufte312,Alexandda,VA22314. Tampa, FL scan Job Truss Tuss Type Oty Ply T17598045 1952051-GROZA-ROHAN C07 Half Hip 1 i J bRf (pt' p Builders First Source, Plant City, FL-32566, - 8.240 s Jun 82019 MTek Industries, Inc. Man Jul 15 11:04:41 2019 Pagel 'ID:7(irVOIkAuFgVuVYAL75snbmON2-yVYl YkhVDTohu2VtKz_SzMfPSSZGk?_JszUw3yxr5a 4-10-15 933 W14 19$O _ 4-10-15 44-4 . �. 5-0-00 5-0-2 31 5x6 = 14 MT•E 15 Scale = 1:34 6 2x4 II 3x8 = axe = out II 6xa = 9J3 5-0-10 5-0-2 LOADING (psp SPACING. 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(L-) -0.13 2-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.34 2-10 >680 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.61 Hom(CT) 0.07 7 Na n/a BCDL 10.0 Code FBC2017rrP12014 Matra-SH Weight: 111 lb FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP M 31 *Except- TOP CHORD Structural wood sheathing directly applied or 3.2-12 Go purlins, 4-6: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.1'Except' BOT CHORD Rigid ceiling directly applied or 5-3-5 oc bracing. 7-9: 2x4 SP No.2 WEBS 1 Row at midpt S-7 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=1567/0.3-0, 2=1977/0-8-0 Max Hoa 2=232(LC 12) Max Uplift 7=-352(LC 9).2=74(1-C 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=3828/1340, 3-4=-3085/1239, 4-5=2703/1180 BOT CHORD 2-10=1412/3412, 8-10=941/1889, 7-8=-941/1889 WEBS 3-10=791/264, 5-10=295/1010, 5-7=2335/1165 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2)-1-0-11 to 4-8-12, Interior(1) 4-8-12 to 9.3-3, Exteriar(2) 9-3-3 to 17-9-0. aterior(1) 17-9-0 to 19-6-4 zone; Cantilever left and right exposed ;C-C for members and tomes 8, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nanconcument with any other live loads. 5) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24013 wide will 6t between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 to uplift at joinl(s) 2 except (jt=lb) 7=352. 7) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15. 16, 17, 18,19, 20, 21, 22, 23, 24, 25, 26 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 8) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 4001In down and 311 lb up at 7.8.0, and 400 lb down and 311 to up at 11-8.0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (3). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Inaease=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-2=70, 2-12=130(F=60), 4-12=-190(1`=120). 4-13=190(1`=120), 6-13-70, 2-7=-20 Concentrated Loads (lb) Vert: 12=400(F) 13= 400(F) .�p111 MPS1AI g46���i S• • q ��� No 39380 ' �ii'�• O \_�� Thomas A. Albans PE 1109380 MiTek USA Inc. FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 15,2019 'ontinued on Geri- .11 ® WARNING. Verily, design paremefersanJREAD NOTES ON THISANDINCLUDED MITEKREFERENCE PAGE MII.7473 rev. 16030015BEFOFE USE. Design valid for use onlywdh MDeM oonnedprs. This design is based only upon parameters shown, and is for an individual building component, not " a truss system Before use, the binding designer must verify the appliazblity of all parameters and property lncaryarete his design into the overall bulldingdezign. Bracing initiated is to budding of MdMdual truss web and/or Nord members anti. AMNonllaraporayandpemwimalbral MiTek' prevent Is always required for stabily and to prevem initial with possible personal injuyand property damage. For general guidance regarding Me fabdcegon.atorage,delive,,eredionandb.digof WssesaMVuzsystems,see ANSVIPll Quality Crash, DSBda and BCSI Building Component 6904 Parke East Blvd. S4feylnfmmeffon available Win Truss Plate Institute, 218 N. Lee amid, Suite 312, Alexandra, VA22314. Tampa, FL 36610 Job Truss Truss Type 1952051-GROZA-ROHAN C07 Half Hip =ty[jyT17598045 Reference (optional) Builders First Source, Plant City, FL - 32565, - - 8.240 s Jun 8 2019 MTek Industries, Inc, Mon Jul 1511:04:41 2019 Page 2 ,•ID.?RrVqlkAuFgVuVYAL75snbmON2-yWlYkhVDTohu2VliCz_SzMfPsSZ6k?_JszUw3yxr5a LOAD CASE(S) Standard 2) Dead +0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-2=60, 2-12=120(F=60), 4-12=-173(F=-113). 4-13=-173(F=113). 6-13=60, 2-7=-20 Concentrated Loads (lb) Vert: 12=-356(F) 13=356(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Un'dcrm Loads (pig Vert: 1-2=30, 2-12=90(F=60), 4.12=137(F=107), 4-13=-137(F=107), 6-13=30, 2-7=40 Concentrated Loads (Ib) Vert: 12=-311(F) 13=311(F) 4) Dead +0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Umfoml Loads (pIQ Vert: 1.2=133, 2-3=20(F=60), 3-12=6(F=60), 4-12=41(F=13), 4-13=60(F=13),.13-15=74, 6-15=61. 2-7=10 Harz: 1-2=141, 2-3=-88, 3-4=63 Drag: 4-5=1 Concentrated Loads (lb) Vert: 12=311(F) 13=311(F) 5) Dead +0.6 C-C Wind (Pas. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=43, 2-11=6(F=60), 11-12=20(F=60), 4-12=67(F=13), 4-13=47(F=13), 13-14=61, 6-14=74. 2-7=10 Ham: 1-2=51, 2-11=63, 4-11=-88 Drag: 4.14=0,5-14=1 Concentrated Loads (lb) Vert: 12=311(F) 13=31 1(F) 6) Dead +0.6 C-C Wind (Neg. Internal) Case 1: Lumber Inuease=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=11, 2-12=121(F=60), 4-12=-175(F=-114), 4-13=-168(F=114), 6-13=54, 2-7=20 Harz: 1-2=19, 2-4=31 Drag: 4-5=-O Concentrated Loads (lb) Vert: 12=-359(F) 13=359(F) 7) Dead +0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-49, 2-12=121(F=60), 4-12=-175(F=l 14). 4-13=168(F=114). 6-13=54, 2-7=20 Harz: 1-2=19, 2-0=31 Drag: 4-5=0 Concentrated Loads (lb) Vert: 12=359(F) 13=359(F) 8) Dead +0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Undorn Loads (pig Vert: 1-2=59, 2-12=28(F=60), 4-12=3(F=35), 4-13=12(F=35), 6-13=47, 2-7=10 Ham 1-2=67, 2-4=41 Drag: 4-5=0 Concentrated Loads (lb) Vert: 12=166(F) 13=166(F) 9) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=22, 2-12=27(F=60), 4.12=2(F=35), 4-13=12(F=35), 6-13=47, 2-7=-10 Harz: 1-2=30, 2-4=-41 Drag: 4-5-0 Concentrated Loads (lb) Vert: 12=166(F) 13=166(F) 10) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Un'dorm Loads (pig Vert: 1-2=1, 2-12=72(F=60), 4-12=113(F=101), 4-13=98(F=101), 6-13=3, 2-7=20 Ham: 1-2=29, 2-4=18 Drag: 4-5=0 Concentrated Loads (lb) Vert: 12=-273(F) 13=273(F) 11) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-0, 2-12=72(F=60), 4-12=113(F=101), 4-13=98(F=-101). 6.13=3, 2-7=20 Ham: 1-2=30, 2-4=18 Drag: 4-5=0 Concentrated Loads Qb) Vert: 12=273(F) 13=273(F) 12) Dead +0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=36, 2-12=13(F=60), 4.12=12(F=35), 4-13=-8(F=35), 6-13=27. 2-7=10 Harz: 1-2=44, 2-4=56 Drag: 4.5=0 Concentrated Loads (lb) Vert: 12=166(F)13=166(F) 13) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 ®WARNING -Vent, neaten parameters Sail NOTES ON TTUSAND INCLUDEDAUTEKREFERENOEPAGEMI-W3 m. 1d0341015BEFORE USE - Design valid torus¢ only wM Mrek®cannectors. We design is based a* upon parameters shown, and is far an individual building mmponeM, not ��®® a truss system. Before use, the building designermust venrythe applicabilty ordesign parameters and property inrnmoate Nis design inlothe overall buildingdesign.EmcinginOc edistopmwntWu fingofindMdualWssweban&uraoNmembersony. Additional temporaryand permanentbracing MiTek' s always required for stability and to prevent wllapse with passible personal Injury and prepeny damage. For general guidance regarding Me fabnradan, Menage. delivery, erection and bracing of misses and buss Systems, see ANSVTPH Quality amend, DSB49 and BOSt Building Component 6904 Parke East Blvd. SAerylnrarmHlon available ham Tmss Plate InstitOe, 218 N. Lee Street, Su4e 312. Alexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T17598045 1952051-GROZA-ROHAN C07 Half Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32556. - 8.240 s Jun 82019 Miek Industries, Inc. Mon Jul 15 11:04:41 2019 Page •ID:$RNDIk uFgVuVYAL75snbmON2-yW1YkhVDTohu2Vtl(z__SzMfPSSZ6k?_Jszuw3W5a LOAD CASE(S) Standard Uniform Loads (pit) Vert: 1-2=15, 2-12=33(F=60), 4-12=22(F=49), 4-13=-22(F=-49), 6-13=27. 2-7=-10 Horz: 1-2=24, 2-4=35 Drag: 4-5=0 Concentrated Loads (lb) Vert: 12=75(F)13=75(F) 14) Dead +0.6 MVJFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=36, 2-12=13(F=60), 4-12=12(F=35), 4-13=-8(F=35), 6-13=27, 2-7=-10 Horz: 1-2=-44, 2-4=56 Drag: 4-5=0 Concentrated Loads (Ib) Vert:. 12=_166(F).13a166(F) 15) Dead +0.6 MWFRS Wind (Pos. Internal) 4lh Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=15, 2-12=-33(F=60), 4-12=22(F=-49), 4-13=-22(F=49), 6-13=27, 2-7=10 Horz: 1-2=24, 2-4=35 Drag: 4-5=0 Concentrated Loads (lb) Vert: 12=75(F) 13=75(F) 16) Dead +0.6 MWFRS Wind (Neg. Internal) tat Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pi) Vert: 1-2=14, 2-12=57(F=60), 4-12=98(F=101), 4-13=119(F=101). 6-13=18, 2-7=20 Horz: 1-2=44, 2-4=33 Drag: 4-5-0 Concentrated Loads (lb) Vert: 12=273(F) 13=273(F) 17) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pll) Vert: 1-2=E, 2-12=78(F=60), 4-12=119(F=101), 4-13=119(F=101), 6-13=18, 2-7=20 Hoe: 1-2=24, 2-4=12 Drag: 4-5=0 Concentrated Loads (lb) Vert: 12=273(F) 13=273(F) 18) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pit) Vert: 1-2=30, 2-12=90(F=-60), 4-12=123(F=93), 4-13=123(F=-93), 6-13=30, 2-7=20 Concentrated Loads (lb) Vert: 12=222(F) 13=222(F) 19) Dead +0.75 Roof Live (bat.)+0.75(0.6 MVVFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Undorn Loads (plf) Vert: 1-2=38, 2-12=107(F=60), 4-12=166(F=119), 4-13=155(F=119), 6-13=35, 2-7=-20 Horz: 1-2=22, 24=13 Drag: 4.5=0 Concentrated Loads (lb) Vert: 12=-394(F) 13=394(F) 20) Dead +0.75 Roof Live (bat.)+0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Inuease=1.60, Plate Increase=1.60 Uniform Loads (pil) Vert: 1-2=-38, 2-12=106(F=60), 4-12=165(F=119), 4-13=-055(F=119), 6-13=35, 2-7=20 Hors: 1-2=22, 2-4=14 Drag: 4-5=0 Concentrated Loads (Its) Vert: 12=394(F) 13=394(F) 21) Dead +0.75 Roof Live (bal.) +0.75(0.6 MWFRS Wind (Neg. lint) tat Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 1-2=-27, 2-12=95(F=60), 4-12=-155(F=-119), 4-13=-170(F=119), 6-13=51, 2-7=20 Horz: 1-2=-33, 24=25 Drag: 4-5=0 Concentrated Loads (lb) Vert: 12=-394(F) 13=394(F) 22) Dead +0.75 Roof Live (ba1J+0.75(0.6 MWFRS Wind (Neg., Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 2-12=111(F=60), 4-12=170(F=-119), 4-13=-170(F=-119), 6-13=51, 2-7=20 Horz: 1-2=1 S. 2-4=9 Drag: 4-5--0 Concentrated Loads (lb) Vert: 12=394(F) 13�394(F) 23) 1st Dead +Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Umforn Loads (pIt) Vert: 1-2=-70, 2-12=130(F=60), 4-12=-190(F=-120), 4-13=190(F=120), 6-13=70, 2-7=-20 Concentrated Loads (Ib) Vert: 12=400(F) 13=400(F) 24) 2nd Dead +Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2�30, 2-12=90(1`=60), 4-12=-150(F=120), 4-13=190(F=-120), 6-13=70, 2-7=20 Continued an e ®WARNING- Veinydesignparameters andREAD NOTES ON TMSANDINCLUDED511TE1( ERENCEPAGEWI-7d70 rev. 1W=015BEFORE USE. Design valid for use onlywdh smash, connedars_ Tbis design is based only upon parameters shown, and is for an individual building component not a buss system. Before use, the building designer mustverify the applicability of design pammears and properly Ncmporate this design into the overall buildingdesgn. B2cingindiutedistopm�ntbuWngof Ndmdual WsswebanWwOoNmembemony.Additional temporary and permanent bracing MiTek' is always required for stablliyand to prevent collapse with posaible personal Injury and property damage. Forgenemigumancetegardingnle fabrication, storage,delivery,eredion andmauig ofbusaes and husssystems.see ANSDTP11 Duality Crrtene, DSB489 and BCSIBuilding Componem seed Parke East Blvd. SafeylMarmation available from Truss Plate Institute, 218 N. Lee SbeeL Suite 312, Alexandria, VA22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply T17598045 1952051-GROZA-ROHAN C07 Half Hip 1 1 Jab Reference (optional) Builders First Source, Plant City, FL-32566, 1 8.24Os Jun 82019 MTek Industries, Inc. Mon Jul 1511:04412019 Page 1D:?Rr,V01kAvFgVUVYAL75snbmON2-yVY1 YkhVDTchu2VlKz_SzMfPsSZ6k?_JszUw3y r5a LOAD CASE(S) Standard Concentrated Loads (to) Vert: 12=400(F) 13=400(F) 25) 3rd Dead +0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-12=120(F=60), 4-12=173(F=-113), 4-13=173(F=113), 6-13=60, 2-7=-20 Concentrated Loads (Ib) Vert: 12=356(F) 13=356(F) 26) 4th Dead +0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-12=SO(F=60), 4-12=-143(F=113), 4-13=-173(F=-113), 6-13=60, 2-7=20 Concentrated Loads (lb) Vert: 12=356(F) 13=356(F) ®wAstri vedrydawvOparemeten and READ NOTES ON THIS AND INCLUDEDSSTEKREFEBENCE PAGE ASI-7473i-O, 141000015 BEFORE USE. Design valid for use only win MTelo0connectors. This design is based only upon parameters Shawn, and is for an individual building component not a truss system. Before use, the building designer must venfy ne applicability of design parameters and property incorporate Nis design intone Overall building design. Bracingindirated is to of indreduatbuss web aroor Cord members Only. Addocrattemporary and pefmanentbracing WOW preventbuclding u always required for stability and to prevent collapse win possible personal injury and pmpeMdanage. For general guidance regarding the faUncaton,Storage,Server, emotion and bating oftmsses and truss Systems, See ANSIRPN Quality Criteria, DSB49 and Best Building Component 0904 Pade East BNd. Sa/etylnformation available from Truss Plate Institute, 218 N. Lee Sueet Suite 312. Aleundna, VA 22314. Tampa, FL 36610 Job Truss Type Oy Ply T17598046 1952051-GROZA-ROHAN P085" Roof Special Gilder 1 1 � Job Reference (optional) Builders First Source, Plant City, FL-32566, it k)••18 7x10 = 2x4 8.240 s Jun 82019 MRek Industries, Inc. Man Jul 15 11:04:43 2019 7x10 = 10 A 3x4 = Scale -1:34.6 3x4 II 5x6 = Plate Offsets (X Y)- f3:0-5-00-1-1 tI I4:03-12 0-4-01 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) Ildefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.13 2-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.25 2-9 >929 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.88 Hom(CT) 0.08 6 Na Na BCDL 10.0 Code FBC2017rFP12014 Mai Weight: 106 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Exmpt- TOP CHORD 3-4: 2x8 SP 240OF 2.OE, 4-5: 2x6 SP No.2 BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/sae) 6=1511/0-3-0,2=1641/0-8-0 Max Hoe 2=188(LC 8) Max Uplift 6=431(LC 5), 2=414(LC 8) FORCES. (Ib)-Max. Comp./Max. Ten. -All forms 250(lb) or less exceptwhen shown. TOP CHORD 2-3=3220/722, 3-4=2976/773 BOT CHORD 2-9=705/2860, 7-9=707/2852, 6-7=758/2954 WEBS M=0/255, 4fi=31331804, 3-7=97/270 Structural wood sheathing directly applied or 3.6.8 cc purlins, except end vedicals. Rigid ceiling directly applied or 7-2-6 cc bracing. 2 Rows at 113 pts 4-6 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. Ik Exp C; Encl.. GCpi=D.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift aljoint(s) except (jt=1b) 6=431, 2=414. 7) Load weals) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12. 13. 14, 15. 16, 17, 18.19. 20, 21, 22 hasihave been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4001to down and 1661b up at 7-8-0, and 4001b down and 1661b up at 11-8-0 on top chord. The desigNselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (5). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Inaease=1.25 Uniform Loads (pl1) Vert: 1-3=70, 3-4=190(F=120), 4.5=-70, 2-6=-20 Concentrated Loads (Ib) Vert: 3=-400(F) 10=400(F) 2) Dead +0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 `OMPSI A11 q4e%,, 9 No 39380 �41j� i '�T�• . O R 10P.���,. e"'41.S/0-NA1 E?�` /1111111fils" Thomas A Aftiml PE No.39380 M7ek USA, Inc. FL Cart 6634 6904 Padre East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING- Verilydesignponmeren antl READ NOTES ON TNISANDINCLUDEDOMKREFERENCEPAGEMI-7Q3mx. Isomers BEFORE USE. assess Design valid for use only sits Milano connectors. This design is based only upon pammelere shown, and is for an Individual building component, not a truss system Before use, the building designer must very the applicability of design carzmeters and properly Incorporate this design into the overall bulldingdesgn. Braung indicated is to buckling of Individual truss web andlwchord members only. Mdilbnaltemponryandpemianenibracing MiTek' prevent Is always refusal for stabiliy and to pmver4 collapse with possible personal injury and pmpedy damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of busses and truss systems, see ANSU7PI1 Quality Qlteda, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Tmss Plate Institute, 218 N. Lee Street. Suue 312 Alexandra, VA22314. Tampa. R 3E910 Job Oty Ply T17598046 1952051-GROZA-ROHAN P08 RDot Spedal Girtler 1 7 Job Reference (optional) Builders First Source, Plant City, FL-32566. - 8,240 s Jun 82019 MRek Industries, Inc Mon Jul 15 11:04.43 2019 Page 2 , ID:?RrVplkAUFgVuVYAUSsnbmON2-wgnzOjml42P78Cu?IOSYOSOOg9gaaHHmASb?xyxrSY LOAD CASE(S) Standard r Uniform Loads (plf) Vert: 1-3=60, 3-4=173(F=113), 4.5=-60, 2-6=20 Concentrated Loads (lb) Vert: 3=-356(F) 10=356(l 3) Dead +Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Inaease=1.25 Uniform Loads (plp Vert: 1-3=30, 3.4=137(fi 07), 4-5=30, 2£=40 Concentrated Loads (lb) Vert: 3=31l(F) 10=31l(F) 4) Dead +0.6 MWFRS Wind (Pos. Internet) Left: Lumber Inuease=1.60, Plate Inuease=1.60 Uniform Loads (pIl) Vert: 1-2=59, 2-3=32, 3-4=18(F=45), 4-5=27, 2£=10 Hem: 1-2=67, 2-3=-41, 3-4=35 Drag: 4-5=0 Concentrated Loads (lb) Vert: 3=99(F) 10-99(F) 5) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=33, 3-4=12(F=35), 4-5=47, 2-6=10 Harz: 1-2=30, 23=41, 3-4=56 Drag: 4-5=0 Concentrated Loads (lb) Vert: 3=166(F) 10=166(F) 6) Dead +0.6 MWFRS Wind (Neg. Internet) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pip Vert: 1-2=1, 2-3=12, 3-4=119(F=101), 4.5=18, 2-6=20 Horz: 1-2=29, 2-3=18, 3-4=12 Drag: 4-5=0 Concentrated Loads (lb) Vert: 3=273(F) 10=273(F) 7) Dead +0.6 MWFRS Wind (Neg. Internal) Right Lumber Inuease=1.60, Plate Increase=1.60 Unform Loads(plp Vert: 1-2=-0, 2-3=12, 34=98(F=101), 4.5=3, 2-6=20 Hoe: 1-2=30, 2-3=18, 3-4=33 Drag: 4.5=0 Concentrated Loads (lb) Vert: 3=273(F) 10=273(F) 8) Dead +0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Inuease=1.60, Plate Increase=1.60 Uniform Loads (pg) Vert: 1-2=36, 23=47, 3-4=8(F=35), 4.5=27, 2-6=10 Horz: 1-2=-44, 2-3=56, 3-4=35 Drag: 4.5=0 Concentrated Loads (lb) Vert: 3=166(F)10=166(F) 9) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 UnBorm Loads (pll) Vert: 1-2=15. 2-3=27, 3-4=12(F=35), 4-5=47, 2-6=10 Hoa: 1-2=24, 2-3=35, 3.4=56 Drag: 4.5=0 Concentrated Loads (lb) Vert: 3=166(F) 10=166(F) 10) Dead +0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Inuease=1.60 Uniform Loads (pit) Vert: 1-2=36, 2-3=47, 3-4=8(F=35), 4-5=27, 2-6=10 Horz: 1-2=-44, 2-3=56, 34=35 Drag: 4-5=0 Concentrated Loads (lb) Vert: 3=166(F)10=166(F) 11) Dead +0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-3=27, 3-4=12(F=-35), 4-5=47, 2-6=10 Hoe: 1-2=24, 2-3=35, 3-4=56 Drag: 4-5=0 Concentrated Loads (lb) Vert: 3=166(F)10=166(F) 12) Dead +0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1.2=14, 2-3=3, 3-4=119(F=-101), 4-5=18, 2-6=20 Horz: 1-2=44, 2-3-33. 3.4=12 Drag: 4-5=0 Concentrated Loads (lb) Vert: 3=273(F) 10=273(F) 13) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 ®WARNIND - Verl y deelgn paramelef s and READ NOTES ON THIS AND INCLUDED MITEK BEFEAENCE PAGE 4g1-74At re+. 1W=o l5 BEFDa£ USE. Design valid Ionise onywNs Mires® connectors. We desgo Is based only upon parameters shown, and Is for an Individual building component not Val a husssystem. Before use, the buldingdesigner must very he apptiwhnay of designparameters and p perry lncorporstelhis design into he overall buildingdesgn. Bracing indicated is to bucking W ndNkual bass web andlorshord members ony.A➢dillonal temporary and permanent bracing MOW prevent Is always required for stability and to prermrd collapse wish possible personal injury and property damage. For general guidance regarding the fabrication, storage, salivary, Implant and bracing of tresses and base systems, see ANSYnel Quality Criteria, DSB-99 awfBCSI Building Component 6904 Palle East Blvd. Safeylnformanon available fain Truss Plate Institute, 218 N. Lee Street. Suite 31Z Nexandria, VA 22314. Tampa, FL 36610 Job Truss pry Ply T17598046 1952051-GROZA-ROHAN COB LRM-sf5STFg..IGirder 1 1 Job Reference (oatonal) Builders First Source, Plant City, FL-32565, d24as Jun t,zula ml le6 mausrnes, me man dul,a 1.,6 mro rages ID:?RryDIk uFgVuVYAL758nbmON2 uugnzplml42P78Cu?IOSYOSOpgggaaHHmASb?xyzrSY LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=£, 2-3=18, 3-4=98(F=101), 4-5=3, 2-6-20 Ham 1-2=24, 2-3=12, 3-4=33 Drag: 4-5=0 Concentrated Loads (lb) Vert: 3=273(F) 10=273(F) 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pit) Vert: 1-3=-30, 3-4=123(F=93), 4-5=30, 2-6=20 Concentrated Loads (Ib) Vert: 3=222(F)10=222(F) 15) Dead +0.75 Roof Live (bat.) +0.75(0.6 MWFRS Wind (Neg. Int) Lei Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads(plp Vert: 1-2=-38, 2-3=47, 3-4=170(F=119), 4-5=-51, 2-6=-20 Holz: 1-2=22, 2-3=13, 3-4=9 Drag: 4-5-0 Concentrated Loads (Ib) Vert: 3=394(F) 10--394(F) 16) Dead +0.75 Roof Live (bal.) +0.75(0.6 MWFRS Wind (Neg. Intl Right): Lumber Inuease=1.60, Plate Increase=1.60 Uniform Loads (plp Vert: 1-2=-38, 2-3=46, 34=155(F=l 19), 4-5=-35, 2-6=-20 Holz: 1-2=22, 2-3=14, 3-4=25 Drag: 4-5--0 Concentrated Loads (lb) Vert: 3=394(F) 10=-394(F) 17) Dead +0.75 Roof Live (bal.) +0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pip Vert: 1-2=-27, 2-3=-35, 3-4=170(F=119), 4-5-51, 2-6=20 Hom 1-2=33, 2-3=25, 3-4=9 Drag: 4-5=0 Concentrated Loads (Ib) Vert: 3=394(F) 10=394(F) 18) Dead + 0.75 Roof Live (bal.) +0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Inuease=1.60, Plate Increase=1.60 Uniform Loads (plp Vert: 1-2=42, 2-3=51, 34=155(F=119), 4-5=-35, 2-6=20 Holz: 1-2=18, 2-3=9, 3-4=25 Drag: 4-5=0 Concentrated Loads (11b) Vert: 3=394(F) 10=394(F) 19) 1st Dead + Roof Live (unbalanced): Lumber Inuease=1.25, Plate Inuease=1.25 Uniform Loads (pit) Vert: 1-3=-70, 3-4=150(F=-120), 4-5=-30, 2-6=20 Concentrated Loads (lb) Vert: 3=-400(F) 10-400(F) 20) 2nd Dead +Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plp Vert: 1-3=30, 3-4=190(F=120), 4-5=-70, 2-6=-20 Concentrated Loads (Ib) Vert: 3=400(F) 10�400(F) 21) 3rd Dead +0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Inuease=1.25 Uniform Loads(plp Vert: 1-3=60, 3-4=143(F=113), 4-5-30, 2-6=20 Concentrated Loads (Ib) Vert: 3=356(F) 10=356(F) 22) 4th Dead +0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-30, 3-4=173(1`=113). 4-5=60, 2-6=20 Concentrated Loads (to) Vert: 3=-356(F)1 D=356(F) ®WARNING - Verify Cesfgn pommel. and READ NOTES ON TNIS AND INCLUDED MT EK REFERENCE PAGE MII-Wti rev. 1810=015 BEFORE USE Design valid bruse only win MTek® connections. This deslgn Is based only upon paremeters shown, and is bran IndiVdual building cont mpone, not anuss system. Before use, Me building designermust verify the applicability of design parameters and pmpeM bwryorale this design intone overall• building design. Bracing indicated is to budding ofmd'Mdual Miss web and/orcbord members any. Addrional temporary and Permanent bracbg MiTek- prevent Isalwaysrequired for stachh, and to prewin collapse writ passible personal Injury and property damage. For generalg (dance regaNing ne fabdcadon, storege,delivery, attention and temcing of Uusses andtrusssystems,see ANSLTPH Quality Canada, DS849 and BCSI Building Component 6904 Padm East Blvd. a Saf.gronem con available from Truss Plate Institute, 218 N. Lee greet, Suite 312 Alexandria, VA22aI4. Tampa, FL 36610 Job Truss Truss Type Oy Ply r T17598047 1952051-GROZA-ROHAN C09 Roof Special Girder 1 1 Jab Reference (optional) Builders First Source, Plant City, FL-32566, - 8.240a Jun 82019 MTek Industries, Inc. Mon Jul 1511:04:442019 Paget ID:7RrVDIMuFgVUVYAL75snbmON2-M4E98mkOWOAGIln4YSXh4b_7A4V6J7 R7gBSXNyxr5X -14}0 543-0 �10G 138-0 140.13 19-M 426. , 19.10 o-0-1 5.7.3 5x8 = NAILED NAILED NAILED 44 = NAILED 8x8 = Scale =1:34.9 4x12 = ... -... - 6x8 = .-. -_., _..._.... __..- - .....___ Special 4xl2 = axe I site i NAILED NAILED Plate Offsets(XY)- 12'0-1-130-1-8] [3:D-4-00-2-2115:0-400314) [8:G-2-0D-2-0] [10:0.3-80-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) IldeO IJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(-L) 0.26 8-10 >900 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.61 B-10 >379 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress ]nor NO WB 0.99 Horz(CT) 0.07 7 Tire Na BCDL 10.0 Code FBC20177rP12014 Matrix-SH Weight: 1101b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-5: 2x8 SP 240OF 2.OE, 5-6: 2x6 SP No.2 BOTCHORD 2x4 SP M 31 WEBS 2x4 SP No.3*Except* 6-8: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/sae) 7=1906/D-3-0, 2=2078/0-8-0 Max Horz 2=142(LC 8) Max Uplift 7=937(LC 5), 2=996(LC 4) BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied or 4-11-13 cc bracing. WEBS 1Row at midpt 6-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=4493/2093, 3-4=3965/1929, 4-5=4128/2022, 5-6=4082/1984, 6-7=1909/951 BOTCHORD 2-10=1944/4033,8-10=-2358/4483 WEBS 3-10=393/1183, 5-8=659/495, 6-8=2113/4365, 4-10=6641505, l-8=-4071432 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=l7Gmph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; M WFRS (envelope); cantilever left and night exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pondin9. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ob arid lateca able of withstanding 1001bu lift at joints except =lb 7) Provide mechanical connection (by others) of truss t bearing p p g p ) ()U ) 7=937,2=996. 8) "NAILED" indicates 3.1 Od (0.148"x2r) or 3-12d IDA48"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 251 Ib down and 2461b up at 5-8-0, and 2231b down and 246 lb up at 13-8.0 on top chord, and 588 to down and 273 Is up at 5.8-0. and 588 Ib down and 273 lb up at 13-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-6=70, 2-7=20 ,OMPS�A121`14 92. GENSF. ice: No 39380 ' WF ' 4uc: S1�NA11 E?C��. Thomas A. Albani PE No.39380 MiTek USA, Inc. R. Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 e ®ted-G. Verdydeslgnparamerem and READ NOTES ON ITIISAND INCLUDEDARTEKRFFERENCE PAGE 017473rrr. 14(wad15BEFORE USE. Deslgn valid for use onvan Mrrek®connectmz. This design 6 based ony upon parameters shown, and is for an Individual budding component, not �- a truss system. Before use, the building designer must very Pe appliezbicy of design parameters and proper, Incoipomte Ibis design imothe m'¢rad buildingdesgn.BmcingindiwtedlstopreenlbucMVg MNEMdual Wsswebm&d roNmembemany. AdddioaltemporayandpesmaneNbmcing MiTek• IsN,v.ys,eguimd for stabiliyand to prevent collapse wild possible personal Injury and property damage. Forgeneral guidance regarding vie febdaacn, storage, delivery, erected and bracng oftmsses and thus systems.see ANSUTPI1Guoliry Cdreda,DSB49and BCSrBWIGng Campanenf e904 Parke East Blvd. Sorely Inromh00n available ham Truss Plate InstOute, 218 N. Lee Btreel, au0e 312. Plexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T17598047 1952051-GROZA-ROHAN COS Roof Special Girder t 1 Job Reference o lional Builders First Source, Plant City, FL - 32566. 8.240 s Jun 8 2019 MTek Industries, Inc. Mon Jul 1511:04:44 2019 Page 2 r ID.?RrVCJkAuFgVuVYAL75snbznON2M4E9BmkOWOAGIIn4YSXh4b_7A4V6J?wR?gB8XNyxr5X LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-223(8) 10=588(1]1) l l=-102(B) 12=102(B) 13=102(B) 14=102(B) 15=223(121) 16=33(B) 17=33(B) 18=-33(B) 19=33(1!1) 20=588(8) ®WARNING- Veiflydeslga Parmuc em and REAM NOTES ON iMS AND INCLUDED MITEK REFERENCE PAGE NSI.7473 m. f0edrz015 BEFORE USE. wwww Design valid on use only web MTe4® Connectors. Tbis design is based any upon parameters shown. and is for an individual bulling component. Dial a buss system. Before use, 0e building designer must very the appOwbiNy of design parameters and property incorporate Nis design into me overall buildingdeli Bracing Indicated is to budJNgofirdwCualmen web andlorchordmembers only. Addltionallempomr,anEpermanentbracing MiTek' prevent is always required for slabll➢y and to prevent collapse with possible personal injury and pmpeM damage. Forgenerel guidance regarding Me fabrication. storage,delivery. erection and bracing oftmsses and truss systems. see ANSUTPII Quality Criteria, DSB419 and SCSI Building Component 6904 Parke East Blvd. Saleylnfomrellon available from Tress Plata Institute, 218 N. Lee Street. Suite 312. Alexandria, VA22314. Tampa FL 36610 Job Truss Truss Type Oty Ply T17598048 1952051-GROZA-ROHAN CJ1 Comer Jack 24 t Job Reference (optional) Builders First Source, Plant City, FL-32566. 8.240 s Jun 8 2019 MiTek Industries, Inc. Mon Jul 1511:04:45 2019 Page 1 ID:?RfVDIk uFgVUVVAL75snbmON2.gGoXO6kOGhl7MSMG692wdpXUOT0a2hZaEUxi3gyxr5W Scale =1.6.7 214 = ST1.5x8 STP = 00 1-o-D Plate Offsets (X Y)— 12:0-1-6 0-0E1 LOADING per) SPACING- 2-0.0 CSI. DEFL, in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0,DO 2 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 *99 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hom(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC2017rFPI2014 Matrix-P Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc putting. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=16/Mechanica1, 2=168/0-8-0, 4=9/Mechanical Max Horz 2=44(LC 8) Max Uplift 3=16(LO 1).2-116(LC 8) Max Grav 3=25(LC 8), 2=168(LC 1). 4=18(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forms 250(lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; M WFRS (envelope) and C-C Exledor(2) zone; Cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift atjoint(s) 3 except 6t=lb) ``,01111111111111j.. 11 ��.•��� ....... ' • eq '��� No 39380 * w. : 0.� ��z' P= % E?�``� Thomas A Albans PE No.39380 MiTek USA, Inc. EL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: July 15,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI.7473 m 1WOM015 BEFORE USE. ��®® Design valid far use any with MMOOD chnnMcrs. This design is based only upon parameters shown, and is for an individual building component not a truss system Before use, the building designer must verRy, me appliralifty of design parameters and properly mcaryorate Nis Design into the overall buildingdesyn. Bracing indicated is to prevent budding oflndivulualtruss web andlorrlmN members any. AddeionaltemporaryaMpmmanentbracing �NY� MiTek• is always required for stablliy antl to prevent conapse with possible personal injury and property damage. For general guide= regarding Me therewith, storage, delNery, erection and trading of busses and truss systems,see ANSUTPI1 Quality Criteria, DSB49 andRC5l Building Component Safe,ratermaflan awnable from Truss Plate Institute. 218 N. Lee Street Sotle 31ZAlexandda, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Oty Ply T17598049 1952051-GROZA-ROHAN CJ3 Comer Jack 11 1 =�(optlonal) Builders First Source, Plant City, FL-32566. 8.240 s Jun 8 2019 MTek Industries, Inc. Mon Jul 1511:04:46 2019 Page 1 Ip:?RrVOikAuFgVuVYAL75snbmON2-1TLwbRlel?O_cxTgtZ9904eftL6n8pjT8gFbGpx V 24 = ST1.5oil UP = 3-0-0 34040 Scale =111.0 Plate Offsets (X Y)- [2:0.1-6 0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) gdeff L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 24 >999 240 MT20 2441190 TCOL 15.0 Lumber COL. 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Ina YES W3 0.00 Harz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017lrP12014 Mabt(-P Weight: 11 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=65/Mechanical, 2=240/0-M, 4=26/10echanical Max Horz 2=88(LC 12) Max Uplift 3=65(LC 12), 2=121(LC 8) Max Grew 3-65(LC 1), 2=240(LC 1), 4=52(LC 3) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(Ib) or less except when shown. BRACING - 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. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Ops1; h=150; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever tell and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift atjoint(s) 3 except at -lb) 2=121. 011 S 1 A , � S • q �'i No 39330 _ 3t :� ' A44f '.Ocl OR%DP'C?N Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®wAa-m - VenrydisiBnpanmetera and READNOTES ON THIS AND 111MUDEOMITEKREFERENCE PAGE WP7473rw. W0:020156EFORE USE. ��e® Design valid for use only wah MTek connedors. This design Is based only upon paametem shown, and Is for an islividual bullding component not a Ines system Before use, the building designer must very Me appBoabil ly of design parameters and property mcorporale Nis design into the overall buildingdesign. Bracing Instated is to prevent buiuding of mcmduai buss web andlormoN members only. Mclitionallemp^rarylm andpeanentbracing �VY� MiTek• Is ewaya required for stability and to prevent collapse wilt possible personal Injury and property damage.Forgenenlguida ceregardingthe fabritatgn,Morose, deGvery, eredion and trading oftmssas and Muss systems,see AN5VTP11 Duably Criteria, DSB49 and SCSI auildIng Component Safeylnf asinsU n available hom Truss Plate Institute. 218 N. Lee Street, Suite 31Z Alexandra, VA22814. 6904 Parke East Blvd. Tampa, FL 36810 Job Truss Truss Type Oty Ply T17598050 1952051-GROZA-RO14AN CJ4 Comer Je<k 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32555. 2x4 = ST1.5x8 SrP = 8.240 s Jun 82019 MTek Industries, Inc Mon Jul 15 11:04:48 2019 Pagel ID:?RfVDIkAaFgVaVYAL75snb=ON2-FrTgO7nuZcgiDw5mlbdER9tdh hF210wS9Mg9yxr5T Sole=117.0 Plate Offsets (X,Y)— 11:0.1-6,0-0-61 LOADING (psQ SPACING- 2-0-0 CSL DEFL. in (loc) Vast) Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Ven(LL) -0.03 1-3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 1-3 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(CT) -0.00 2 Na n/a BCDL 10.0 Code FBC201717PI2014 Matrix-P Weight: 16 Its FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=207/0-8-0, 2=161/Mechanical, 3=46/Mechanical Max Harz 1=119(LC 12) Max Uplift 1=59(LC 12), 2=136(LC 12) Max Grew 1=207(LC 1). 2=161(LC 1). 3=92(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shaven. BRACING - TOP CHORD Structural wood sheathing directly applied ors-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES. 1) Wind: ASCE 7-10; Vuh=170mph (3-sewnd gust) Vasd=132mph; TCDL=4.2psY BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-D-0 wide Will fit between the bottom chard and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 10016 uplift at joint(s) 1 except at=lb) 2=136. ``O PS4 Aft��e''', GE No 39380 Ir O: F :�441Z IW 0 N Al11111111110, Thomas A Albans PE No.39380 MTek USA, Inc. FL Cart 6634 69D4 Parke East Blvd.Tampa FL 3361 D Date: July 15,2019 ®WARNING - Vedly design parameters an d REAO NOTES ON THIS AND INCLUDED AmEK REFERENCE PAGE AVI.7473 .10S3a0f 5 BEFORE USE Designvalid Cr use onywith MRek®oannMms. This design Is based only parameterssh upon parameters own, and Is for an individual building component, not etr ss ayslem. Before use, 0e building designer must ved"e applicability of design parameters and properlywth inr,ondo Nis design Into e overall buildingdesgn. Bracing indicated is to prevent budding of individual truss web Miller chord members only. AUdalUnal temporary and permanent bracing MiTek' is always required for innerly and to prevent ogapse wM possible personal injury and propeM damage. For geneal guidance regarding 0e fabnaMon,storage, delvery,e,eaion and bmdng of trusses and truss systems,see ANSIRPI1 Quality Ontario, DS"9 and Best Building Component 6904 Pade East BIM. SaleWhotormation available form Truss Plate Institute, 218 N. Lee Street, Suite 31Z Atni ndda, VA nalk Tampa, FL 3fifi10 Job Truss Truss Type Oty ply T17598051 1952051-GROZA-ROHAN CJ5 Comer Jack 6 t Job Reference (optional) Builders Fiat Source, Plant Uly, FL-32556, axe = ST1.5xa STP = 8,240 s Jun 820191 Industries, Inc. Mon Jul 15 11:04:49 2019 Pagel gVuVYAL75snbmON2j212ETnXKwpYF3gl L?7snf13u5Kw VYA96wCbyxr5S Stale: 314'=l' Plate Offsets(XY)- 12:0-0-60-0-101 LOADING (fist) SPACING. 2-D-0 CSI. DEFL. in (loc) 0de0 L/d PLATES GRIP TOLL 20.0 Plate Grip DOL L25 TC 0.60 Vert(LL) -0,03 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 24 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(CT) -0.00 3 Iva Na BCDL 10.0 Code FBC20171TPI2014 Matra-P Weight: 17 to FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/e¢e) 3=146/Mechanical, 2=319/D-8-0, 4=46/Mechanical Max Hoa 2=135(LC 12) Max Uplift 3=128(LC 12), 2=126(LC 8) Max Great 3=146(LC 1), 2=319(LC 1), 4=92(LC 3) FORCES. (to) - Max. Comp.1Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied ors-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 104)-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exist C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcufrent with any,other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom Chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joint(s) except (jt=lb) 3=128, 2=126, IIIIIIIIII ,`,%0O?S� A 4 .••%CENS• •9ij ��i No 39380 IX Z =41 11 �O N Ali 40N,`:' Thomas A. Alban! PE No.39380 Milk I.Sq Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; July 15,2019 ®WARNING • Vedfydeslgnparameters and READ NOTES ON TIOS AND INCLUOEDMITEKREFERENCEPAGEMII-74I3rev. 1N031015BEFORE USE. Design valid for use onywith Miek®cormadors. This design is based only upon parameters shown, and is for an individual budding component, not a truss system. game use, the building designer must verify be apphaabilky otdesign parameters and properly incorporate this design iota the overall leAdingdesigo. Bracing Indicated is to prevent bacNbg M bdMdual truss web andlarNdrd member only. Additional temporary and permanent brzeing MiTek' A always regained far slabifty and to prevent collapse wdh possible personal Injury and property damage, For general guidance regarding be fabliesmon. storage, delivery. erection and among of tresses and truss systems,see ANSUPif Quality COteda, DSO49 and SCSI Buffering Component 6904 Parke East Blvd. Satelylnrormation avolable from Truss Plate Institute, 2181L Lee Street, Suite 31ZAexandria, VA 22314. Tampa. R 361310 Job Truss Truss Type Oty ply T17598052 1952051-GROZA-ROHAN CJ31 Jack -Open 1 1 Job Reference (optional) Build.. First Source, Plant City, FL-32566, ' . 8.240 s Jun 82019 MTek Industries, Inc. Mon Jul 1511:04:47 2019 Pagel 1D:?RrVDlkAmF9VuVYAL75snbmON2nfvlpnmGoJYrcmMa4OiEmHHhG Wb2mo0oBiyxr5U 143-0 3-0-0 143-0 I 14i-0 � Scale = 1:10.9 Plate Offsets (X,Y)— (3:0-2-8 0-2-01 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. N (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.00 3-5 >999 240 MT20 244/190 TOOL 15.0 Lumber DOL 1.25 Be 0.08 Vert(CT) -0.01 3-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0,00 4 file Na BCDL 10.0 Code FBC20177TPI2014 Matrix-R Weight: 16 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 3=374/0-3-0, 4=311/Mechanical, 5=34/Mechanist Max Horz 3=87(LC 12) Max Uplift 3=1 SO(LC 12), 4=177(LC 12) Max Grav 3=374(LC 1). 4=311(LC 1), 5=53(LC 3) FORCES. (Ib)-Max. CompJMax.Ten.-All forces 250(Ib) or less except when shown Structural wood sheathing directly applied or 3-40 oc purling, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cal. it; Exp C; Encl., GCpi=0.18; M WFRS (envelope) and C-C Extenor(2) 0-1-12 to 2-11-14, Interiar(l) 0-1-12 to 3-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip 1301_=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) except 0=1b) 3=150, 4=177. 7) Graphical puffin representation does not depict the see or the orientation of the Pullin along the tap and/or bottom chord. S1A11III It, A(e�Itt, :���Z•��OEN F'Ii No 39380 =_ It 411, O 4(j C? e��'SS�ONA� %% Thomas A A than PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ® wARNI NO - Verify design po mmemrs and READ NOTES ON THIS AND INCL UDED NTEK REFERENCE PAGE 11111.7471 rev. 1410=01S BEFORE USE Design valid for use onywM MT0,10connecters. lines design is based only upon parameters shown, and is for an imiimdual building component, not a Wes system. Before use, the building designer must verily the appfoabllay of design parameters and properly incorpo me this design intothe owmall T bulldingdeegn. Bracing indicated is to prevent buckling of mdMdual truss web andfm diem members only. Addatonal temporary and Mannesmann bracing MOW Is always required for stebiliyand to prevent collapse with possible personal injury and property damage. Forgeneralguidancere aucingthe fabricatian, storage,delivery. erection and breung oftrusses and buss systems, see ANSUFF11 Quality Canada, DSB49 and SCSI Sullding Component 6904 Parke East Blvd. Saferylnhrmaflon awmable from Truss Plate Mature, 218 rL Lee street, Sube 312. Assemble, VA=314, Tampa. FL 36610 Job Truss Truss Type Oty Ply T17598053 1952051-GROZA-RONAN CJ5f Jack -Open 1 1 Jab Reference (optional) Builders First Source, Plant City, FL-32566. 8.240 s Jun 82019 MiTek Industries. Inc. Mon Jul 151 4xtnsaronue It 44 = 24 -0 5-4-0 24a-0 2-8-0 I Scale = 1:15.8 Plate Offsets(XXY— 13:0.2-70-2-121 LOADING (psq SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.02 3-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -OZ5 3S >999 180 MT20HS 187/143 BOLL 0.0 Rep Stress Ina YES WB 0.00 Hom(CT) -0.00 4 nfa file BCDL 10.0 Code FBC2017frP12014 Matrbr-R Weight: 26 Is FT=20% LUMBER - TOP CHORD 2x4 SP No.2 _ BOT CHORD 2z4 SP Non WEBS 2x4 SP No.2 BRACING- - TOP_CHORD _Structural wood sheathing directly -applied or 5:40 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. REACTIONS. (lb/size) 3=614/0-3-0, 4=532/Mechanical, 5=53/Mechanical Max Hoa 3=143(LC 12) Max Uplift 3=246(LC 12), 4=302(LC 12) Max Grav 3=614(LC 1), 4=532(LC 1), 5=85(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. -All forms 250 iti) Or less except when shown. TOP CHORD 1-3=344/377, 1-2=288252, 2-0=-411/366 NOTES- 1) Wind: ASCE 7-10; VUK=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Erie C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-1-12 to 4-11-14. Interior(1) G-1-12 to 5-3-4 zone; cantilever left and right exposed ;C-C for members and forces & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcumenl with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Td between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jl=lb) 3=246, 4=302. 8) Graphical purlin representation does not depict the size Or the orientation of the purlin along the top and/or bottom chord. o NS1 Af�.1 No 39380 ir ,o N Al Thomas A. Albani PE ND.39380 MITek USA Inc. A. Can 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 15,2019 ®WARNING- VWfydeelgnpenewtersantl READNOTES ONTMSANDINCLUDEOWTE EFERENCEPAGEM147471mv. 1GMY1nf5BEF0RE USE Design valid Mr use only wan MTett® connection. This design is based ony upon parameters shown, and is for an Individual buJ6rlg component, net a moss system. Before use, the building designer must vent' the appfcahilty of design parameters and property Incorporate this design into the overall butdingdesgn. Bracing indicated is to prevent buckling of individual truss web andlrr chord members ony.Mifigonaltemporalyand,whaneNb2cing MiTek' he always required far stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding me fabdcation,storage. delivery, erection and bracing ofbusses and miss Systems, see ANSImPll Quality Crlted, DSB49 and SCSI Building Component 6904 Parke East BIW. Saletyln/ormation available fmm Truss Plate Inatute, 218 N. Lee Street, Suite 312 Alexandda, VAZb l4. Tahoe. FL 36610 T17598054 I Jun Still = 4 2c4 II 5 1516 Inc. 6 ST1.6x86TP = 4xe = ffi4 = axO — ii = axis II 3x6 II LOADING (psi SPACING- 2-0-0 CS]. DEFL. in (lac) Vde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.08 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(C-f) -0.15 7-8 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.53 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matr6r-SH Weight: 1511b FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except' BOT CHORD Rigid ceiling directly applied or 5-0.11 oc bracing. 2-12:2x6 SP No.2 WEBS 1 Row at midpt 441, 6-8 REACTIONS. (lb/s¢e) 7=1130/Mechanical, 12=123110-7-0 Max Horz 12=271(LC 12) Max Uplift 7=-459(LC 9), 12=406(LC 12) FORCES. (Ire) -Max. CompJMax.Ten.-All forces 250(Its) or less except when shown. TOP CHORD 2-3=1796/1154, 3-4=1487/983, 4-5=1118/787, 56=11177788, 6-7=1067/826, 2-12=1171/900 BOT CHORD 11-12=5871387, 10-11=1361/1587, 8-10=997/1308 WEBS 3-10=363/423, 4-10=152/374, 4-8=261/264, 5-8=568/567, 6-8=983/1396, 2-11=784/1379 NOTES- 1) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C EMerior(2) -1-i-11 to 4-10-5. Inledor(1) 4.10-5 to 11-3-13, Exterior(2) 11313 to 19.9-10, Interior(1) 19-9-10 to 25-4-12 zone; cantilever left and right exposed ;end vertical left exposed;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water porting. 3) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except (jt=1b) 7=459.12=406. J�%"Op,S 1 A 414e'''' No 39380 i 41 Thomas A. Albani PE ND 39380 MiTek USA, Inc. FL Ced 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING-Verltydesignparemerers ands EAD NOTES ON TNISAND INCLUDED agTEd( ERENCEPAGEh91-747a rev. 1a'D3/sl5BEFUNE USE Design valid for use onlywgh MITeMparecims. This design is based only upon parameters shown, and Is for an IndiNdual building Component not a Coss system. Before use, 0e building designer must wanly the applicabii6y of design parameters and property Importable this design Wo 0e overall build imidesign. Mai indicated is to budding of individual truss web andler Chose members only. Mongered temporary and permanent bracing MiTek• prevent is always required for stability and to prevent w8apse with possible personal Injury and Property damage. For general guidance regarding Me fabricator, storage, Cegvery, erection and bracing of musesand truss systems. see ANS17111 Gualtl,cribbing, DSB49 and BCSI Bu(ming component 6904 Parke East Blvd. Soferylnlithat on avagabl.fmm Tmss Plata1nsldule.218N.Leestreet,aube312,A..dda,VA22314. Tampa, FL goals Job Truss Truss Type Qty Ply T7]598055 1952051-GROZA-ROHAN D02 HaH Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, r 8.240 s Jun 82019 MiTek Industries, Inc. Mon Jul 1511.04:532019 Page l -2-0I 9313 ID:7RrV DIkAaFgVUVYAL75snbm20O43N423 bpHZ4rg109J_IOssparBo2x-VsiMiXRVWGWjt7LMyxr50 6Y13 I 8-0-1-027-0510 410.0 5-01-1-0 uit -— Scale =1:46R 5xS = 2x4 It Sx6 = 3x6 =. 5 6 19 20 7 8 ST1.5x8 STP = 3x4 = 2x4 11 6x8 = 3xfi II axe II ME II 2-7-0 2-]-0 N-133 I 1654-i101-18 _{ 24-0 245-1-H Plate Offsets(X)O— l3:0-SEO-1-10] 1S:0-5-40-2-4] [TO-0-00-3-0] [12:0-3-40-2-4] [14:0-1-120-3-8] [15:Edge0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.23 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.33 13A4 >916 180 BCLL 0.0 Rep Stress [nor YES Wil 0.72 Horz(CT) 0.18 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 1551b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2'Except* TOP CHORD 1-5: 2x4 SP No.1 BOTCHORD 2x4 SP No.2*Except* BOTCHORD 1415,E-11: 2x4 SP N0.3 WEBS WEBS 2x4 SP No.3 *Except' 2-17: 2x6 SP No.2 REACTIONS. (lb/size) 9=1130/Mechanical, 17=1231/0-7-0 Max Horz 17=237(LC 12) Max Uplift 9=-463(LC 9), 17=423(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=541/245, 3-4=3096/2477, 45=2105/1370, 5-6=1878/1297, 6-7=1837/1264, 7-8=953/643, 8-9=1086/788, 2-17=891/707 BOTCHORD 16-17=376/302, 15-16=-376/302, 314=2307/2660, 13.14=-2678/2913, 12-13=138011870, 6-12=-412/431 WEBS 4-13=1139/1310, 5-13=112/416, 10-12=-595/9D4, 7-12=797/1096, 7-10=-1026/819, 8-10=892/1324, 316=-069/425 Structural wood sheathing directly applied or 2-2-0 oc parting, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at mil 4-13 NOTES. 1) Wnd: ASCE 7-10; Vult=170mph (3second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-1-11 to 4-10-5, Interior(1) 4-10.5 to 9-313, Exterior(2) 9-3-13 to 17-9-10, Iaterior(1) 17-9-10 to 25-4-12 zone; cantilever left and right exposed ;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ut=1b) 9=463, 17=423. °p�? S� Afq<6J.'',, No 39380 7 �••' • 4e, - , WOR % 'D -rc, N Thomas A Alban! PE ND.39380 MTTek USA, Inc. FL Cert 66M 6904 Parke Fast Blvd. Tampa R-33610 Date: July 15,2019 ®WARNING- Verirydesignpanmalera and READ NOTES ON THISANOINCCUOED MITEKREFERENCE PAGE MII-7473m. 10031015B£FORE US£ Design valid (Or use only wim MTevS connectors. This design is based only upon parameters shown. and is for an individual building component, not atrass system. Before uad. the building designer must very the applicability of design parameters and property incorporate this design into the overall buildingdesgn. Bracing indicated is to buciong of individual truss web andvirchord members ony. Additional temporary and pemlanent bracing WOW prevent 9 always required for stabil"mil to prevent collapsewllh possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing ofbusses and truss system, see ANSUTT41 Oualdy Criteria, DSS-69 and SCSI Building Component 6904 Pals East Blvd. Sorely DdormaGon available from Tmss Ptate Institute, 218 N. Lee g met. Sude 3lZ Me ndda. VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T17598056 1952051-GROZA-RORAN D03 HALF HIP 1 1 Job Reference (optional)_ bunters rasf course, I-lanrclry, rlv AIxb, 4x6 = 3x4 = 6 5x6 = 7 Scale=145.7 5x8 = 2x4 II 20 8 9 ST1.5x8 STP = 3x4 It 2,4 II 3x4 = bXe = sore II 3x6 0-94i 2-7-0 7-3-13 ibio-8 zo-69 z568 4a� f� 4A.fA AB.ff 41P0 410.0 i Plate Offsets(XY)- (3:G-5-40-1-10] f7:0-3-00.30] 113:0-4-BEdge] I15:0-1-120.3A1 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Udell LId PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.58 Vert(LL) -0.19 13-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Verl(CT) -0.4613-14 >650 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Hoa(CT) 0.19 10 n/a Na BCDL 10.0 Code FBC20177TP12014 Matra-SH Weight: 1491b FT=20% LUMBER. BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'Exmpf' 15-16,7-12: 2x4 SP No.3 BOT CHORD WEBS Zx4 SP No.3'Except' WEBS 2-18: 2x6 SP No.2 REACTIONS. (lb/sae) 10=1130/Mechanical, 18=1231/0-7-0 Max Horz 18=178(LC 12) Max Uplift 10=-467(LC 9), 18=449(LC 8) FORCES. Qb) - Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=549/277, 34=2907/2258, 4-5-2328/1508. 56=2119/1477, 6-7=2393/1583, 7-8=2351/1563, 2-18=-852/699 BOT CHORD 17-18=350/313, 16-17=350/313, 3-15=-1989/2422, 14-15=2341/2700, 13-14=1771/2484, 7-13=298/286, 10.11=-766/1173 WEBS 414=678/887, 5-14=-270/544, 6-14=439/362, 11-13=688/1117, 8-13=-949/1376, 8-10=1494/974, 3-17=517/443 Structural wood sheathing directly applied or 3-2-3 oc purlins, except end verOcals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 8-10 NOTES- 1) Wind: ASCE 7-10; VuI1=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst. BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-1-11 to 4-10-5, Intannor(1) 4-10.5 to 7-3-13, Exterior(2) 7-3-13 to 15-11-13, Interior(1) 15.11-13 to 254-12 zone; Cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MNIFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 pod bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Ql=1b) 10=467,18=449. ,o PS1ApI111 44 3 .'9 No 39380 : W: Off' P, ' ��i�CCsi '•. C R � �• C'J\ _ Thomas A. Albans PE No.39380 M7ek USA, Inc. EL Cart 6634 6904 Parke East Blvd. Tampa R. 33610 Date: July 15,2019 ®WARNING-Vergydestgo scramblers and READ NOTES ON NESANDINCLUDEU MnEx REFERENCE PAGE M P7479rbv. 1010=015BEFOBE USE. Design vote for use orywth Mfek® connectors. Tbls design Is based only upon parameters shown, and Is for an Individual bolding component not HTbuildingdeslgn. a truss rystem. Before use.the building designer must verify lye apptcobllhy of design parameters and pmpery Inotiabrale Nis design intolye overall Bracing indicated is to budding of Individual truss web and/or Nord members only. A6ditia I temporary and permanebt bracing MiTek' prevent is always required for stabirRyand to prevent collapse with passable personal injury and property damage. For general guidance regarding the fAffidcatim, alumina, delivery. erection and bracing of trusses and truss systems.see ANSVFPH Quality Cdfeda, DSB49 and BCS1 Building Component 6904 Palo, East Blvd. Soterylnformanon available imm Truss Plate Institute, 218 N. Lee Sales, Sure 313,Afexmadda, VA22314. Tampa, FL 36610 l Job Truss Truss Type pry Ply T775980.57 1952051-GROZA-ROHAN DD4 HALF HIP GIRDER 1 xl L Job Reference o tidal Builders First source, Pleat URy, rL-32bbb, -1-1-0 2 A 6.24U a Jun.[tile mu enrol sub, nth, worn au„o 11.04.50 aa,a rage, ID:?RrVDIkAuFgVluVYAL75snb=ON2.yrAS7Yu hxHOSsmNOnzeYaWujGHbOyVD?aul Zyxr5J 205-02 G1-Al2 1-1-0 a SS2 I 5.1 4251d Scale=1:45] NAILED NAILED NAILED 2x4 11 NAILED 5a0 - NAILED NAILED U4 = see = NAILED NAILED 4x12 _ 2x4 II -NAILED NAILED BOO 12 5 23 24 25 6 28 27 7 8 W 29 9 30 31 10 NAILED NAILED U4 i 214 36 I z 1 6 = 4 rII 9 34 18 35 36 3] 15 3B 39 7x10 -0 nn 1 M18 7alo = 4x6 = NAILED NAILED NAILED 13 '10 61 12 42 43 2U 19 NAILED 11 ST1ax8 STP = 3.4 II NAILED NAILED 2x4 I NAILED 3x6 = NAILED NAILED 6x6 = card II NAILED NAILED NAILED 2xa It pit 2-71 5313 10-8-14 1510 2o-612 z568 T1n 9_R_s9 I ss7 Sttn I aBA 4-11-12 Plate Offsets MY)- [3'0-3-130-1-13] [5'0-5-120-2-81 f14'0.3-12Edge] [17'0380-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Odell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.35 14-15 a861 240 MT20 2441190 TCDL 15.0 Lumber DOL 125 BC 0.82 Vert(CT) -0.51 14-15 >589 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.76 Horz(CT) 0.22 11 n/a nra BCDL 10.0 Cade FBC2017rTP12014 Matrix-SH Weight: 2871b FT as 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 •ExcepP 17-18,8-13: 2x4 SP No.3, 3-14: 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 *Except' 2-20: 2x6 SP No.2 REACTIONS. (lb/size) 11=2335/Mechanical, 20=2398/0-7-0 Max Hom 20=136(LC 5) Max Uplift 11=1090(1_C 5), 20=-1110(LC 4) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1148/500, 3.4=5911/2843, 4-5=5338/2569, 5-6=7408/3625, 6.8=7070/3404, 8-9=685313304, 10-11=-268/200, 2-20=15991752 BOT CHORD 19-20=350/621, 18-19=-350/821, 17-18=224/470, 3-17=2326/4809, 16-17=2680/5433, 15-16=2429/4969, 14-15=3626f7408,8-14=-601/450,12-13=189/413, 11-12=1510/3211 WEBS 4.16=5271329, 5-16=-224/615, 5-15=1282/2599, E75=575/426, 6-14=362/244, 12-14=1353/2866,9-14=-1960/3979,9.12=-381/424,9-11=3712/1747,3-19=1110/573 Structural wood sheathing directly applied or3-1-0 oc purlins, except end verticals. Rigid ceiling directly applied or7-1-12 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 Go, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except ff noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply Connections have been provided to distribute only loads noted as (F) or(B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; M WFRS (envelope); Cantilever left and right exposed ; and vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live load a. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss Connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 11=1090,20=1110. 9) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guldlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 441b down and 241b up at 0-G-12 on top chord. The design/selection of such Connection device(s) is the responsibility of others. LOAD CASE(S) Standard `%plOPS1A 1 AGe��i. CENSF No 39380 -13 '��tC '•. O R1.P. ",FillI Ill 11t\\\ Thomas A Albani PE Nc.39380 MITek USA, Inc. FL Cart 6534 6904 Parke East Blvd. Tampa FL 33610 Date: 0 AWARVING. Vedfy Casignpaamelers and READ NOTES ON TNIS AND INCLUDED Na7FJr REFERENCE PAGE 1,1II.7473rev. 14/0311015BEFORE USE. Design valid or use only wdh Miele®comedoes This design is based any upon parameters shown, and Is bran individual building component not .buss system. Before use, the building designer muslveny 0e applicability of design parameters and property incoPoate Nis design ado Me overall buildingdeslgn. Bracing marketed is to prevent bucurg of individual truss web andlar Nand members only. Motor temporary and permanent bracing MiTelt B lwmys required for debility and to prevem collapse with possible personal Injury and property damage. Forgermaiguidancaregardinglhe Inclusion. storage. derwery, erection and bracing ofbusses and truss systems,see ANSU7PIf OuaOry Mirada, DSB49 and BCSI Building Component 6904 Parke East Blvd. Saferylefornalion mailable truth Truss Plate tall 218 N Lee good. Suee 31Z Alexvmdmb VA21314. Tampa, FL 36610 July 15,2019 Job Truss Truss Type Oty Ply T17598057 1952051-GROZA-ROMN o04 HALF HIP GIRDER 1 n ' G Job Reference (optionap Builders First Source, Plant City, FL-32566. ' I 8.240sJun 82019MiTeklndusMes, Inc, mon Jul1J11:D:be2e19 vagez ID:?RrVDIW1uFgVuVYAL75snb ON2-yn4S7VuADn HOSsmNOnzeYaVd4GHbOyVDPaul Zyn5J LOAD CASE(5) Standard , 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 2-5=70, 5-10=70, 18-20=-20, 14-17=20, 11-13=20 Concentrated Loads (Ib) Vert: 8=-136(B) 14=61(13) 2=8 21=82(13) 22=-24(B) 23=-112(8) 24=112(13) 25=112(13) 26=-112(B) 27=112(B) 28=-136(B) 29=-136(B) 30=136(13) 31=136(6) 32=115(B) 34=173(B) 35=85(13) 36=85(B) 37=85(13) 38=-85(B) 39=85(B) 40=-61(B) 41=61(B) 42=61(B) 43=61(13) ®WARNING. Venryrledgnparamemins and READNOTES ON TMSANDIMUUDEDWTE1(R ZF MCEPAGEM67Q9 nit 100=01SBEFORT! ME �■�- Design wilq for use only wits MTeMm nnedom This design is owed only upon parameters stgxm, and Is for an Individual building component, not 7 a truss system. Before use, 0e building designer must vedy Me apptubily of design parameters and property incorporate Nis design his Me overdl buildmgdesign. Bracing indicated is to prevent bualing of lndrAdual muss, web andrpr NON members only.Additional temporary and permanent braung ��Yp MiTek' is always required for stabilly and to prevent Wh se with possible personal injury and property, damage. For general guidance regarding Me fabrication, storage. delivery, erection and trading of trusses and bass systems, see ANSITPil Qualify criteria, DSB49 and BCSl Building Component Saleylnlorma ion a flable from Tmss Plate Instdute, 218 N. Lee Street Sube 3lZAlexandria. VA 22314. 6904 Parke East Blvd. Tampa FL 36610 Job mss Truss Type Oty Ply 58 T175 1952051-GROZA-ROHAN EJ1 Jack -Open 2 7 Jab Reference (optionaq980 _ Builders First Source, Plant City, FL-32568, 8,240 s Jun 82019 MnTek lndustnes, Inc. Mon Jul 15 11:0,1:59 2019 Page •ID;7RrVDIkAuFgVuVYAL75snbmON2-OzegKwoz7382c0yx61CBm6uh7ovK00eSfKRZOyxr51 -t-09 iR0 Scale =1:8.2 1A-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lee) I/deg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Hom(CT) -0.00 3 ma n/a BCDL 10.0 Cade FBC20171TPI2014 Matrix-P Weight 7lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=33/Mechanical,2=173/0-1-8,4=16/MechanimI Max Hort 2=59(LC 12) Max Uplift 3=34(LC 12), 2=97(LC 8) Max Grav 3=33(LC 1).2=173(LC 1).4=33(LC 3) FORCES. (Ib)-Max. Comp/Max. Ten. -All forces 250(Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever leg and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcti ent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. ```IAL11111111/j/' ,% ONS A. q4 i.49 �le No 39380 .33 ' <(1 �? %% ��gmm�llll Thomas A Alban][ PE No.39380 MTek USA, Inc. FL Cart Mill 6904 Padre East Blvd. Tampa FL 33610 Date: July 15,2019 Job Truss Truss Type Ory Ply T17598059 1952051-GROZA-ROHAN EJ2 Jack -Open 5 1 Job Reference (optional) Builders First Source, Plant City, FL-32566. 2a4 = B.240 s Jun 82019 MmiTek Industries, Inc Mon Jul 1511:05C52019 Boils=1:10.3 Plate Offsets (X Y)— 12:0-1-6 0-0-61 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 2-4 >999 240 MT20 244119D TCDL 15.0 Lumber DOL 1.25 BC 0.06 Ven(CT) -0.00 2-4 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a file BCDL 10.0 Code FBC2017rTP12014 Matrix-P Weight: 101b FT=20% LUMBER- TOPCHORD 2x4SPNo.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=50/1ilechanical, 2=22910-8-0, 4=231Mechanical Max Horz 2=81(LC 12) Max Uplift 3=54(LC 12), 2=122(LC 8) Max Grav 3=50(LC 1), 2=229(LC 1), 4=45(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(I1p) or less except when shown. BRACING. TOPCHORD Structural wood sheathing directly applied or 2-8-0oc purling. BOT CHORD Rigid ceiling directly applied or 10-D-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=122. J�If ,p�Ps'A No 39380 ' 7:9 F :441` 41 ��i CCS • . O FI � �• C1\��� 96NA1 Thomas A Alban] PE ND.39380 Mirek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING. Verily design parameters addREAD NOTES ON MSAND INCL UOEO MITEK REFEFENGE PAGE NId4T9 rev. 100=015 BEFORE USE. Design valid for use ontywith MTeI® connMore. This design is based only upon parameters shown, and is fat an individual building component not ounce system. Berore use, the bulking designer must var ythe applirabihy of design parameters and properly impersonate Nis design bdothe overall buildingdesign. Bradngindiratedictoprewntbucklmg ofhdMdualtesswebdndl Ooe membemw0/. Addilional temporary and permanent bracing MiTek' S always requiredfor stabiliH and to prevent collapse win possible personal injury and pmpeM damage. For general guidance regaMing she fabrication. stamps. delivery, erection and bracing of messes and "as systems, see ANSI/i Quality Catena,D5B-89 and SCSI Building Component 6904 Parke East Blvd. Sarerylnformabon avallable from Tess Plate Inalilms, 218 N. Lee street, Suite 312,Alexandda, VA22314. Tampa, FL 3s610 Job Truss Truss Type Oty Ply T17598060 1952051-GROZA-ROHAN EJ3 Jack -Open 3 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 2x4 = 8.240 s Jun 8 2019 MITek Industries, Inc. Mon Jul 1511:05:06 2019 Page 1 '10:?RrVDIkApFgVuVYAL75snbmON2jJZUoH?BK8y8OhTJr4w Ev3exAoTBIg3FWJJ6yxr5B Scale = 1:11.0 Plate Offsets (X Y)— j2:0-1-60-0-6i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) .0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Hom(CT) -0.00 3 n/a n1a BCDL 10.0 Code FBC20171FP12014 Matnx-P Weight: ll Ile FT=20% LUMBER - TOP CHORD 2z4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/sae) 3=65/Mechanical, 2=24010.8-0, 4=26/Mechanical Max Horz 2=88(LC 12) Max Uplift 3=-65(LC 12), 2=121(LC 8) Max Grav 3=65(LC 1). 2=240(LC 1), 4=52(LC 3) FORCES. (lb) -Max. CompJMax.Ten.-Allforces 250(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-M oc purling. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VDII=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; M WFRS (envelope) and C-C Extertor(2) zone; Cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonwncurrenl with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3 except Qt=lb) 2=121. No 39380 •44(l 13 Thomas A Albani PE ND.39380 MFTek USA, Inc. EL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®wARIJMG- werllydesign parameters end READ NOTPS ONTMSANDINCLUDEDMITEKREFERENCEPAGEMl674T3rw. 1010320159EF(V E USE Design vafd for use onlywilh MiTex&connectors. IDis design is based onlyupon pammelers shown, and is for an individual bulding cemponent not ��®® atruss system. Before use, me budding designer must ve* Pe appecebitdy of design Par metem and pmpedy mceryomte mis design info the overall buildingdesign. Bracing Indicated is to prevent suckling of NaMdual trun web and/ordlord members only. Additional temporary and pemlanent bracing M!Tek• S abvays regv'ved farstabildy and to prevent ceeapsawith possible personal Injury and property damage. For general guidance regarding the fabrication, Storage, delivery, eretlion and bracing oftmsses and Miss systems,see ANSVTPI1 Quality Criteria, D5849 and BC51 aullding Component 6904 Parke East Blvd. Saferylnformslon available Wm Truss Plate lnataute,218N. Lee Street, SuI0312,Alexandda, VA22314. Tampa. FL 36610 Job Truss Truss Type Oly Ply T17598061 1952051-GROZA-ROHAN EJS Jack -Open 3 1 Job Reference (optional) Build.. First Source, Plant City, FL - 32566, 4x6 = ST1.5x8 STP = ' 18,240 s Jun 82019 MITek Industries, Inc. Mon Jul 1511:012019 Paget ID:?RNDlkAuFgVuVYAL75snbznON2-7uEcQJ14d3KF8BtWCTYbtXTN8cgYV6IDI RyxrSS Scale = 1:15.1 Plate Offsets (X Y)— [2:0-0-6 0-0-10] LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Verhl -0.03 2-0 >999 240 MT20 244/190 TCOL 15.0 Lumber COL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES Wit 0.00 Hom(CT) -0.00 3 Na i BCDL 10.0 Code FBC2017rrPI2014 Mail Weight: 171b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (Ib/sae) 3=146/Mechanical,2=319/0-8-0,4=46/Mechanical Max Ho¢ 2=135(LC 12) Max Uplift 3=128(LC 12), 2=126(LC 8) Max Grav 3=146(LC 1), 2=319(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=1701 (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will f6 between the bottom chord and any other members. 4) Refer to girder(s) for truss to "as connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (A=1b) 3=128,2=126. .`pMPS1 A 'Si Ile No 39380 ' P. Thomas A. Alhanl PE No.39380 M7ek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING-Vedfy Ceslgnparmneters antl READ NOTES ON TNISAND INCLUOEOMITEKREFERENCE PAGEMII-7473 rev. kill]@015 BEFORE USE Design valid for use bnywdh Mmeltdoconnectom. This design is based only upon parameters shown, and Is foran individual building component, not a truss system. Before use, the building designer must vedy, the applicability of design parameters and proper"corporate this design into Me overall buitdingdesign.Bracing indicated is to prevent counsel nflodMdual Was Web aadlorchord members only, Moo anal temporary, and permanent bracing ¢ always required for stability and to prevent collapse win possible personal Injury and property damage. Forgeneon guidance rega ding the MiTek• rabdction,storage, delivery, direction and baring oftmsces and truss systems, see ANSUTPIf Quality Corona, DSB49 and BCSI Building component 6904 Parke East Blvd. aa/etylefonnation available horn Truss Plate instead, 218 N. Lee street, Suite 31Z Alexandria. VA22314. Tampa, FL 3W10 T'as Truss Type Ply T17598062 FJOb 11, GOAROAN 10 1 JbRt(optional) Builders First Source, Plant City, FL-32566, 4x6 = ST1.Sx8 STP = 8.240 s Jun 820191 Industries, Inc. Mon Jul 15 11:05:10 2019 Pagel ID:7RNDIkAuFgVuVYAL75snbznON24 o ef2iONSastm44v?n8432DYShP?IG tUWStyxr57 6-0-0 8-0-0 Scale = 120.0 Plate Offsets (X,Y)— 12:0-0-6,0-0-101 LOADING (pslJ SPACING- 2-0-0 CS]. DEFL. In (loc) I/de9 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.06 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.12 2-4 >568 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 We file BCDL 10.0 Code FBC2017frP12014 Mai Weight: 20111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/sze) 3=184/Mechanica1, 2=362/0-a- .4=56/Mechanical Max Horz 2=158(LC 12) Max Uplift 3=158(LC 12), 2=132(LC 8) Max Gray 3=184(LC i), 2=362(LC 1), 4=112(LC 3) FORCES. (lb) -Max. CompJMax.Ten. -All forces 250(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0Q oc purlins. BOTCHORD Rigid ceiling directly applied or 10.0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vuk=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCOL=5.Opsf, h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-0-11 to 4-115, Interior(i) 4-11-5 to 5-114 zone; cantilever left and night exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except T=lb) 3=158, 2=132. No 39380 Ir 33 44�-OnZ lieo� N A� ��G Iee ` � q��nnlnn" Thomas A. Albans PE ND.39380 M7ek USA Inc. R. Cert 6634 6904 Parke East Blvd. Tampa R.33610 Date: July 15,2019 ® WARNING -gang, design paramerva and READ NOTES ON THIS AND INCLUDEQUITEK REFERENCE PAGE Iffl arev. fossuit 18 BEFORE USE. Design valid for use only with MRelt® connectors. This design Is based only upon parameters shown, and is for an individual building component, not �® m� a Mass system Before use. the building designer must vent' me appGoabirdy or design parameters and property Inmmorate Nis design into the overall buiidingdesgn. BncinglndiwtedistoprewntbutidngorhdMduallmasweb MNardloNmembemanty.Add'dimal temporary and permanent bracing MiTek' is always required for stability and to pmvand collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. deliveryry erection and Orating of trusses and buss systems. see ANSVFPlf Qualify Cdteds, DS249 and BCS1 Building Component e904 Parke East BIM. Safefylnrm roadon avoid is from Truss Plate InsRute. 218 N Lee Eased. Suds 31aidexandrle, VA22314. Tampa, FL 36610 T17598063 4x6 = ST1.5x8 STP = NFO FDV9yiM47WEYRBzdWmyxr55 Scale = 121.3 Plate Offsets (X Y)- 12:0-0-6 o-D-101 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (lac) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(L-) 0.14 2-4 >562 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.20 2-4 >397 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 rda nya BCDL 10.0 Code FBC20171TP12014 Matrw-SH Weight 23 Be FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0.0 cc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (Ib/sae) 3=206/Mechanical, 2=405/0-8-0, 4=81/Mechanical Max Horz 2=181(LC 12) Max Uplift 3=-163(LC 12), 2=142(LC 12) Max Grav 3=206(LC 1), 2=405(LC 1), 4=125(LC 3) FORCES. (Ib) - Max. Camp./Max. Ten. - All farces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft: Cat. It: Exp C; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-0-11 to 4-115, Interior(1) 4-11-5 to 6-11-4 zone; cantilever left and right expased;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip 0OL=1.60 2) This truss has been designed for a 10.0 pal bottom chord live load nonconcurtent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide m; mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (t=lb) f 2 �� PS1 A q1, `0��'\ No 39380 : � •. 14// ORI'D=%�� 'oNA, ``% `�� Thomas A. Albani PE No.39380 Mires USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa R.33610 Date: July 15,2019 AWANNING. veritytlnagnparameters and READ NOTES ON TIW AND INCLUDED MITEKFEFERENCE PAGE MIL7473mv. 10011?015 B£FORE USE Design valid for use only with MBelf connectors. This design is based only upon parameters shaven, and is for an Indrod ual buJNng Semponent, iwl a toss system Before use, Pe building designer must venytM applicability of design parameters and properly imxWomte Nis design no me overall bulldingnesign. Bractngtndtratedistoprevent Wu bk gdfindividual WsswebanNwNONmembersany. Addle.ndtempararyandpenrommbracing MiTek' Is always required for Stability and to prevent Collapse with possible personal injury and property damage. For general guidance regarding Me fabdcatlon, Storage. delivery. erection and bmdng of trusses and truss Systems. see ANSWPIf Quality Orders, DSB49 and BCS1 Building Componenf 6904 P.M. East Blvd. Safeylnformaflon available tram Truss Plate Institute, 218 N Lee Street, Suite 31Z Alexandra, VA22314. Tampa, FL 36610 Job Truss Tmss Type Oty Ply T175980134 1952051-GROZA-ROHAN EJ11 Jack -Open 1 1 Job Reference (opt onap Builders First Source, Plant City, FL-32566, 8,240 s Jun B 2019 M7ek Industries, Inc. Mon Jul 10 Tuuo:ul zuiw rage i ID.?RNDIkADFgVUVYAL75snbmDN2-MLlblax2VcJrHvaL2WKgGB BEOwUNowWxvzpYduyxrSG 1-&0 Scale =18.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lox) Well lid PLATES GRIP TCLL 20.0 Plate Grip DOL t.25 TC 0.07 Vert(LL) -0.00 1 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -ODD 1 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOM(CT) -0.00 2 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-0 cc purlins. BOT CHORD 2x4 SP NO2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/sae) 1=74/0.1-8, 2=57/Mechanical, 3=16/MechanimI Max Hoe 1=42(LC 12) Max Uplift 1=21(LC 12), 2=49(LC 12) Max Grad, 1=74(LC 1), 2=57(LC 1). 3=33(LC 3) FORCES. (III)-Max.Comp./Max. Ten. -Aft forces 250(lb) or less except when shown. NOTES. 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18; M WFRS (envelope) and C-C Exledor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonosncumenl with any other live loads. 3) • This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3�6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 1. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. J%%pOp,S' A No 39380 Ohs•;0R10P Thomas A. Albanl PE ND.39380 MRek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING. Verilytlesign pamnedws and READ NOTES ON THIS AND INCLUDED ATTEKREFERENCE PAGE W-7473 my. lddela0I56EFO1?E USE. Design valid brute only wan MRedIcannedod. This design Is based only upon parameters shown, and Is for an Individual butting component not Irmo, a truss system. Estate use, Me building designer must verily Pe apVgcabillry of design parameters antl prepedy1moryadte this design Into the Mnarall buildingdesigo. Bracing indicated is to buclding of lndvldual bass web andlrc rued members only. Adddional tempoay and permanent bracing MiTek• prevent Is aNdys required for stabildy and to prevent collapse with possible poradral injury and Papery damage. For general guidance regarding the fabrication, stodge, delivery, erection and bracing of tresses and bass systems, see ANSIRPN Guerly creeds, DS649 and BCSI Suffering Gomponanf 6904 Parke East BIM. Soleylnlormation available fmm Truss Plate InstmAe, 218 N. Lee Street Suite 31Z saekanaa, VA 22314. Tampa, FL 36610 Job Tmss orb Truss Type pry Ply T17598065 EJ12 Jack -Open 2 1 _ Jab Relerenceo tional Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MTek Industries, Inc Mon Jul 1511:05:02 2019 Page i IDi?RrVDIkAuFgVuVYAL75snbmON2-qYJzywxgGwRiv39XcENpOkOoKpaXNm48dY5ALyxr5F -1-0-0 al0-109oe ' LOADING (psl) SPACING- 2-0-0 CS'. DEFL. in (loc) Udell L/d TOLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 4 -999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 4 ,999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 ' n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matroc-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=9/Mechanical, 2=160/0-1-8 Max Hoa 2=42(LC 8) Max Uplift 3=-9(LC 1), 2=-113(LC 8) Max Grav 3=31(LC 8), 2=160(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. F Scale =1:6.5 PLATES GRIP MT20 244/190 Weight 5lb FT=20% BRACING. TOP CHORD Structural wood sheathing directly applied orO-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Fxp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noncencument with any other live loads. 3) - This truss has been designed for a live load of 20.Ops/ on the bottom chord in all areas where a rectangle 3-6-0 tall by 24)-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=113. ```,o'oPS1 At9�4e',', No 39380 10 =41 SS10NA� E?Ca% IIIIIIIThomas A. Abaft PE No.39380 MlTek USA. Inc. FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date; July 15,2019 ®wARMNG - Venn desrgnpanmemes andREAD NOTES ON MSAND INCLUDEVAUTEKREFERENLEPAGE MI-7att er, 141012015 BEFORE USE. Casign vadd for use onlywbh MTekIDconnecton. This design is based only upon parameters shown, and is for an iremdual budding component, not �- alfues system Before use, Me bwUing designer mustvedfythe applicabil"Nesign parameters and pmpedy meomorme this design Into 0e overall buildogdesign. Bracmgindicatedistopmv nlbuchlingofNdMdualtmsswebW&ort oNmembemonq. Additional temporeryand "pranentbracing MiTek' Is ays required for stability and to prevent collapse wN, possible personal Injury and property damage. For general guidance regard, 0e fabdcaton, storage, delivery, erection and bntlng of Mosses and Mass systems, see ANSIOPI1 Oualiy Cdfee, DSB49 end BCSI Beaco, Componenf 6904 Parke East BIW. Safefylnfonnaflon av flable fmm Tmse Plata Institute, 218 N. Lee Street. Suite 312.Nexandda, VA22314. Tampa. FL 36610 Job Truss Truss Type 0ty Ply T17598066 1952051-GROZA-ROHAN EJ21 Diagonal Hip Girder 2 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, dMIB LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.32 TCDL 15.0 Lumber DOL 1.25 BC 0.07 BCLL 0.0 Rep Stress Incr NO NB 0.00 BCDL 10.0 Code FBC2017rrP12014 Matritc-P LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=2/Mechanicel, 2=22010-5.5, 4=24/Mechanical Max Hoa 2=77(LC 4) Max Uplift 3=63(LC 19), 2=157(LC 4) Max Grav 3=82(LC 22), 2=220(LC 1), 4=48(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -Aft forces 250 (lb) or less except when shown. 8.240 a Jun 8 2019 MiTek Industries, Mo. Mon jut w i'?11HN:S: DEFL. in (roc) Well L/d PLATES GRIP Vert(LL) -0.00 2-4 *99 240 MT20 244/190 Vert(CT) -0.00 2-4 >999 180 HOR(CT) -0.00 3 n/a Na Weight: 111b FT=20% BRACING. TOP CHORD Structural mod sheathing directly applied or 2-8-7 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope); cantilever left and night exposed; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will in between the bottom chord and any other members. 4) Referto girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at Joints) 3 except Ut=lb) 2=157. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 2-4=20 Concentrated Loads (lb) Vert: 5=93(F=46,B=46) ``,,o NS1Aef q4 fl,,' S • q ��� `•,��, �.�GEN R ••2i No 39380 Off. F ' 41 i NACE?Ca`. Thomas A Albani PE No.39380 MITek USA Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2019 ®WARNING-Vedry daslgapammehrs and READ NOTES ON TMS AND INCLUDED 69TEKREF£RENCE PAGE MII-7473rw, 100170156EFORE USE Design valid far use only with MITeMoonnectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system Beside use, the building designer must very Me applimbiGly of design parameters and propeM incaRomte this design into me aWdall buildingdeslgn. gracing Indicated is to budding of individual Wss web Motor MOM members only. AddIlionaltemporaryaodpmmanembracing Mffek' prevent is always required for stability and to prevent oaeapse with possible personal Injury and property damage. For gemmil guidance regarding the fabrication. storage, delivery,eredion and trading ofbusses and Wss systems, see ANSPIT11 Qualify Cdteda, DS849 and 9=1 Building component 6904 Page East Blvd. Safetylnlormation availablefrom Tress Plate Institute,218 N. Lee Street. Suite 312. Nexandda, VA22314. Tampa. FL 36610 Job Truss Truss Type pry Ply T17598067 1952051-GROZA-ROHAN EJ31 Monopitch Girder 1 1 __. Job Reference (optional) Builders First Source, Plant City, FL-32566, S240 s Jun 8 2019 MTek Industries, Inc Mon Jul 1511:05:08 2019 Page 1 (D:�RNDIMUFgVUVYAL75snbmON2-flhEDzORsmCsd_chyVyJ2F_QElnbx5FzWZ?QNyxr59 a4 = 2x4 II STP = Scale = 1:11.0 Plate Offsets (X Y)— (1:G-1-6,0-0-61 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.01 1-3 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 SC 0.44 Ved(CT) -0.02 1-3 >999 180 BCLL 0.0 ' Rep Stress Inch NO WE 0.00 Hom(CT) 0.00 rile me BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 11 lb FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (fib/sae) 1=342/G-8-0,3=206Av1echanical Max Hom 1=70(LCB) Max Uplift 1=122(LC 8), 3=102(LC 8) FORCES. (lb) -Max. Comp./Max. Ten- -All forces 250(to) or less except when shown Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 ad bracing. NOTES- 1) Wind: ASCE 7-10; VuR=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=5.Opsf; h=15fl; Cat. II; Exp Q Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 1=122,3=102. 6) Use Simpson Strong -Tie LUS24 (4-1 Od Girder, 2-1 Cd Truss, Single Ply Girder) or equivalent at 1-0-12 from the left end to conned trusses) to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 1-3=20 Concentrated Loads (lb) Vert: 4=321(B) ````o111 OPSiA JA<@���. S • q ��i No 39380 1 O: %%% Thomas A. Alhani PE No.39380 MTek USA, Inc. FL ORrt 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING- wiliydeslgnparzmeters and READ NOTES ON MIS ANDINUUDEDMITEKNEFERENCE PAGEMI1.74I3rev. tdeY18f5 BEFORE USE Design valid for use orlywan Mielet, connectors. This design is based only upon parameters shown, and is for an individual building component not a truss system. Before use, the building designer must vent' Dle appgoabilay of design parameters and property inra aprels Nis design into the overall buidingdesign. Bracing indicated Is to prevent buckling ofindividueltruss web andforchommembemonty. Addeio Itemporaryandpemanerdadding MiTek' is always required for stability and to prevent collapse with possible personal injury and propeM damage. Far general guidance regaraing the fabrication, storage, delivery, exclaim and bracing ofhusses and mass systems, see ANSVfP/r Oualdy CMeda,DSB49and BCSIButlIng Compo mf 6904 Parke East Blvd Safefylnformation avalable hornTruss Plate Ins8lute, 218 N. Lee Street, suite 3IZ Alexandria. VA22314. Tampa. R 36310 Job Truss Truss Type Oty Ply T77598068 1952051-GROZA-ROHAN EJ61 Jack -Open 4 1 Job Reference (optional Builders First Source, Plant City, FL.32566, 4.6 = ST1.5x8STP = 8.240 s Jun 82019 MTek Industries, Inc. Mon Jul 15 11:u5:Tl au1B Page 1 ID:?PrVDIkAuFgVuVYAL75snbwON24HMNr?2K9haRUSLGedWDglcmuyph8S?PCXE4_Jyxr56 Stale =1:182 Plate Offsets (X Y),- 12'0-0-6 0-0-101 LOADING (psQ SPACING. 2-0.0 CSI. DEFL. in (loc) VdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.05 24 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.09 24 >683 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017lTPI2014 Matra-P Weight: 19 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ilosize) 3=172/Mechanical,2=34710-8-0,4=53/Mechanical Max Hom 2=150(LC 12) Max Uplift 3=148(LC 12), 2=130(1_C 8) Max Grav 3=172(LC 1), 2=347(LC 1), 4=105(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 5-2-14 cc Furtive. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; M WFRS (envelope) and C-C Exterior(2)-1-0-11 to 4-11-5, Interior(1) 4-115 to 5-74 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle &6-0 tall by 2-0.0 wide will (d between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100Ito uplift at joint(s) except Qt=lb) 3=148,2=130. OMNS! A f' 9 �``�` No 39380luz ' jr 14, '.O�Fs.<OR�OP�cI�• Thomas A. Albani PE No.39380 MTek USA, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa R.33610 Date: July 15,2019 ®WARNING- Venfydaslgapammetern and READNOTES ON MS AND INCLUDED MITEKREFERENCE PAGE MII-741r3new 1000=015BEFORE USE Design valid for use any with This design is based ony upon parameters shown, and Is for an Individual building component, not aeaw 131, a Mass system. Befare use, the building designer must very Me applicability of design parameters and pmpedy in=Momte this design into Me overall building design. Bachg indicated is to buckling of Individual Wss web anmarmem members only. Additional temporary and permanent Orating MiTek' pmwm is always required for Moody and to prevent collapse with possible personal injury and properly damage. Forgenemlguidanceregardingthe labrlcatioe,storage, delivery, Grecian and bracing ofbusses and buss systems, see ANS11711 Quality Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd. SafetylnfoDnadon evaiWDlefmm Truss Plate lnslaNe, 21a N.Lee Street, BuaeaII. Alexandria, VAYYa16. Tampa, 11 seem T17598069 I 4x6 = ur ST1.5x8 STP = Scale= 121.3 Plate Offsets (X Y)— f2:0-G-6,0-0-101.13:0-6-0,Edgel LOADING (psf) SPACING. 2-0-0 Cal. DEFL. in (too) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.30 3-5 >264 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.28 3-5 >280 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.15 5 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-R Weight: 25 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Excepl' 3-6: 2x4 SP No.3 REACTIONS. (Ib/size) 4-182/Mechanical, 2=40510-8-0, 5=105M1echanical Max Horz 2=181(LC 12) Max Uplift 4=131(LC 12), 2=142(LC 12), 5=23(LC 12) Max Grav 4=182(LC 1), 2=405(LC 1). 5=124(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(Its) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=1.2pst BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exlerior(2)-1-0-11 to 4-11-5, Interia(1) 4-11-5 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noncuncurtent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except 6t=lb) 4=131, 2=142. ,O j. PS7A. q4e,,,, No 39380 = 7t = = 131 Pr'$. Thomas A. Albans PE No.39380 MTek USA, Inc. FL Gen 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 AWARNING. Verily dulgn parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE M111I-7473 nv.1 10142015 BEFORE USE. Design valid for use only well MTelseconnedors. This design is based any upon parametersshava and Is for an 4Niv aiial building component, not I a truss system. Before use, the building designer must venyttie appnrabidy of maign parameters and property Ncomoate this design into the overall buildingdesign. Bracing Indicate! is to Willing of individual truss web andrortlmrd members only. Adddianaltemporeryandpeornanentbracing v MiTek' prevent Is always required for stability and to prevard conapse with possible personal Injury and property damage. For general guidance regarding to fabrication, storage, delivery. erection and bracing ormsses and truss systems, see ANSPIP11 Gustily coulda, DSB49end BCSl Building Component 8904 Parke East Mire. Saretylntormatlon aw noble from Truss Plale tnatibute, 218 N. Lee Street, Suite 312. Ateurdtu. VA22314. Tampa, FL 36310 Jab Truss Truss Type Oty Ply T17598070 1952051-GROZA-ROHAN EJ73 Jack -Open 1 1 _ ,_ Job Reference (optional) Builders First Source, Plant City, FL-32566, - 8.240 S Jun 82019 MITek Industries, Inc. Mon Ju11511:05:142019 Paget 10:?RrVDIkADFgVDVYAL75snbznON2-Us2 VU05CRcy7Lv4rJ13jIwEGMAnKLoYmUSkbeyxr53 -1-40 2-9.0 5-8-3 7- 0 M 2-8-0 ~ , 3.0-3 1-3:13 ST1.5x8 STP = 44 = 4x6 = 2-8-0 SB-3i 7 C-0 Scale= 1202 Plate Offsets (X Y) - f3:0312 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.30 3-7 >265 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.28 3.7 >279 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.08 Horz(CT) -0.15 6 Wa We BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 26 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 •Except• 3-8: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=94/1viechanical, 2=4051030, 6=193/1,11echanical Max Hom 2=153(LC 12) Max Uplift 5=42(LC 9), 2=-151(LC 12), 6=-87(LC 12) FORCES. (lb) -Max. CcmpJMax.Ten. -All forces 250(lb) or less except when shown. WEBS 4-7=1541256 BRACING - TOP CHORD Structural woad sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; M WFRS (envelope) and C-C Exterior(2) A-& 11 to 4-11-5, Inledor(1) 4-11-5 to 5-8-3, Extenor(2) 5-8-3 to 6-114 zone; cantilever left and fight exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift atjoint(s) S. 6 except 0t=1b) 2=151. fill `,OMPS L Af 2 q4e �.` �,�� ��.• �C E N S q2��. V, J No 39380 :O F O R 1 O N0,41 I/ONA� 00%%% Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING- Verity design parameters and READ NOTES ON MS AND INCLUDED ANTEK REFERENCE PAGE MI-7472 rev. 16'012015 BEFORE USE. Design valid gar use any will Mmek® connectors. This design is based only upon parameters shown, and is for an individual building component net * �e a ours system. Before use, the building designer must very the applicability of design parameters and property Incorporate this design We Me overall butdingdesgn. Bracing indicated is to prevent buckling of intlMdual tress web andfor choral members entry. Additional temporary and permanent bracing M!Tek' is alwaysm,ired for stabilityand to prevent collapse with pcssiblepersonal injury and property damage. For general guidance regaining me labtlraeon.storage, tlelivery, eredian and bmGng otlmsses antl Waz systems,see ANSOrPH Quality Comna, DSB49 and SCSI Building Component eggs Parke East BIM. Sateylntarmagon awlable from Truss Plate Mrduta.21a N. Lee Street, Sube 312 Alexandra, VA22314. Tampa, FL 26610 Truss Truss Type Oty Ply Tt]598071 �.b 952051-GROZA-ROHAN EJ74 Jack -Open 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32556. area = ST1.5%B STP = 3x4 = 8.240 s Jun 82019 MiTek Industries, Inc. Mon Jul 15 11:05:17 2019 Pagel Scale = 1162 Plate Offsets (X Y)— (2:0-0-2 Edoej LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Ven(LL) 0.27 6 >290 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.28 6 >280 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.09 Horz(CT) 0.13 4 mat n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 25 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/sae) 4=152/Mechanical, 2=405/0-6-0, 5=135/Mechanical Max Horz 2=106(LC 12) Max Uplift 4=-87(LC 9), 2=-169(LC 8), 5=29(LC 9) Max Grant 4=152(LC 1), 2=405(LC 1), 5=141(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 3-6=145/288 BRACING - TOP CHORD Stmctuml wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 1000 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuk=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpf=0AS; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This lmss has been designed for a 10.0 psf bottom chord live load nonconcuffent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of tmss to bearing plate Capable of withstanding 100111 uplift at joint(s) 4, 5 except (p=11b) 2=169. I °PS1A '44& o,Oeo q •� V�GENS F•..?i No 39380 Cr SS10NA� ?- -%' Thamas A Alban! PE No.39380 M ck USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING- Verflydesignpammelas and READNOTES ON TNISANDINCLUDEDMITEKREFERENCEPAGEMlld473 rev. IWO, O15 BEFORE USE Design valid for use arty wM MTettta connectors. Tris design is based only upon parameters shown, and is for an individual building component, not a tress system. Before use, the building designer must verity the a,ilAubiliry of design parameters and property examorad Iris assign into the overall buildingdesign. Bracing indicated is to prevent buckling of individual tress web andlor chord members only. Additional temporary and permanent bracing MiTek' Is arsays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fabrication, storage, delivery. weceon and bratlng oftneses and Voss systems. see ANSImPN Duality Crueda, DS"9 and BCSI Building Component 6904 Parka East BIM. Safety Information available from Tress Plate Instable. 218 N. Lee Street, Suite 312. Alexandra, VA Y2314. Tampa, FL 36610 Job Truss Truss Type pry Pty T77598072 1952051-GROZA-ROHAN EJ75 GABLE 1 1 Jab Reference (optional) Builders First Source, Plant City, FL-32566, 5.00 12 4x6 = 8.240 s Jun 82019 MTek Industries, Inc. Man Jul 15 11:05.17 2019 Pagel ID:?RrVDIk uFgVuVYAL75snbznON2uQIe6275k%KaCNpQ_udQwZsxONxdVBVIbShOCzyxr50 2x4 It 4 2x4 II 6 44 = 2x4 II 2x4 II 2x4 II zx4 II LOADING (pso SPACING- 2-0-0 CSI. TCLL 20.0 Piale Grip DOL 1.25 TC 0.20 TCDL 15.0 Lumber DOL 1.25 BC 0.06 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 BCDL 10.0 Code FBC20177TPI2014 Matrix -Sit Scale = 1:15.3 DEFL. in ([cc) Udell L/d PLATES GRIP Vert(LL) 0.00 1 1 120 MT20 244/190 Vert(CT) 0.00 1 n/r 120 Hort(CT) -0.00 7 Na n/a Weight 261b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-0-0. (lb)- Max Horz 2=60(LC 12) Max Uplift All uplift 100 Ib or less al joints) 7, 10, 8, 9 except 2=-102(LC 8) Maxi All reactions 250 to or less al joinl(s) 7, 2, 10.8, 9 FORCES. (lb) -Max. CompJMax. Ten. -All forces 260 (lb) or less except when shown. WEBS 5-8=1501340,4-9=122/279 Structural wood sheathing directly applied or 6-D-0 cc purlins, except end verticals. Rigid cailing directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=170mph (3-sewnd gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft: Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever [attend right exposed ;G-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (name[ to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designeras per ANSI?PI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chard bearing. 5) Gable studs spaced at 2-0-0 cc. 6) This truss has been designed fora 10.0 psf bottom chord live load nonconwient with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 7, 10, 8, 9 except T=1b) 2=102. ```,oOPS1A. q4e,,,, No 39380 ..OR%•` Thomas A Albani PE ND.39380 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Temps FL 33610 Date: July 15,2019 ®WARNING- Vemirdesignparsmerers and READNOTES ON TMSAND INCLUDED07EKREFERENCEPAGEM11.7470rev. 1MOM015BEFORE USE Design valid for use only with Miele® connectors. This design Is based only upon parameters shown, and is for an Individual belong componi net a truss system. Before use, the building designer must verify the appticabilhy of design parameters and property Incorporate this design into Me overall buildingdeslgn.Bracingfira distopreventheadingofMcmdualtrusswebandlorrlwNmembersonly.Addilbnaltemporaryandpennaneatbraring MiTek' Is always reituhad for stability and to prevent collapse wM possible personal injury and pmpeMdamags. Forgeneral Widanceregamingthe fabdcotion, storage, delivery, erection and Eradng illnesses and truss systems, see ANS1i Duality ceded., DSB49 and BCS/ Building Component 6904 Parke East Bivd. Sofetylnformation available flam Truss Plata Institute, 21a N. Lee Street. Sude 31Z Alexandria, VA2YJ14. Tampa, Fi 36610 Job Truss Truss Type Oty Ply T17598073 1952051-GROZA-ROHAN EJ76 Jack -Open 4 1 - Jab Reference (ootionall Builders First Source, Plant City, FL-32566. 3x6 = 8.240 s Jun 8 2019 MTek Industries, Inc Mon Jul 1511:05:18 2019 Scale = 1:19.1 Plate Offsets KY)— (1:Edge 0-1-8) LOADING (psf) SPACING- 2-0-0 C51. DEFL. in (loc) OdeO Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.19 1-3 >435 240 MT20 2441190 TCDL 1&0 Lumber COL 1.25 BC 0.81 Vert(CT) -0.24 1-3 >337 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a i BCDL 10.0 Code FBC2017rTP12014 Matrix-SH Weight: 221b FT=20% LUMBER - TOP CHORD 2x4 SP No.1 BOTCHORD 2x4SPNo.2 REACTIONS. (lb/sae) 1=309/Mechaniral, 2=220/Mechanical, 3=89/1VIechanical Max Hort 1=165(LC 12) Max uplift 1=93(LC 12). 2=170(1_0 12) Max Grav 1=309(LC 1), 2=220(LC 1), 3=132(LC 3) FORCES. (III) -Max. Comp./Max.Ten.-All forces 250(lb) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 3.2-14 cc purlins. BOT CHORD Rigid ceiling directly applied or 8-1-8 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TC DL=4.2pst; BCDL=5.Opsf; h=1511; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-12 to 6-0-12, Interior(1) 6-0-12 to 6.11-4 zone; Cantilever left and right exposed ;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joint(s) 1 except Ut=lb) 2=170. No 39380 -13 fir 10. N A%EC���� Thomas A. Albans PE No.39380 MITek USA, Inc. N. Can 6634 6904 Parke Fast Blvd. Tampa FL 33610 [rate: July 15,2019 ®WARNING-Vedtydeslgn Pa .I. end READ NOTES ON rhuS AND INCLUDED MITEJ(REFERENCE PAGE Ml47479rw. 1GaMOI9BE£01i USE. Design valid tar use only wdh MBek® connectors. wis design Is based only upon parameters shown, and is for an Individual budding component net �- a "so system Belpre use, the budding designer must worry Me applicMiny of design parameters and properly Incorporate this design Into the overall hwldingdesign. Bracing Insetted is to preventbuckdngofindividualtrueswebandmrchordmembersant,.Addiianaltemporaryandpermanentbracing Mffek' iealway.qui2dforstabilityandtoprtveNco1lap.e Mpossihtepersonalinju wdpmperydamage. For general guidance regarding the Iabrcatioo.storage, delivery, erection and bracing oftmsses and Wss sitcoms, see ANSVTPII Duality Christie, DSB49 and BCS: Building Component 6904 Parke East Blvd. Sevetylnrormdlfon available from Truss Plate lnstaute,218 N. Lee Street, Suite 31Z Alexandra, VA22314. Tampa. FL 30610 Job Truss Truss Type Oty Ply T17598074 1952051-GROZA-ROHAN G01 Monapitch Girder 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, i1 8.240 s Jun 82019 MiTek Industries, Inc. Mon Jul 15 11:05:20 2019 Pagel as 24 II 6x8 = -----'- 7x10 = "'-"' &8 _ HTU20 LUS26 39-12 7-0.12 10.108 14114 19-12 33-0 39-10 4-t-2 Scala =137.3 Plate Offsets (X,Y)- 14:D.3-0 0.3-0I 17:0-4-0 0-0-4j 18:0-3-804-81 19:0.3-804-8j LOADING (psf) SPACING. 2.0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 VerhLL) 0.09 B-9 -999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.15 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.89 HoR(CT) 0.04 7 nits n1a BCDL 10.0 Code FBC2017frP12014 Maldx-SH Weight: 2121b FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOPCHORD BOT CHORD 2x6 SP No.2 WEBS. 2x4 SP No.3 *Except* BOT CHORD 6-7:2x6 SP No.2 REACTIONS. (lb/size) 7=4363/0.3.0, 2=2954/0-8-0 Max Hoe 2=361(LC 23) Max Uplift 7=1953(LC 8), 2=1232(1_C 8) FORCES. (Ib)-Max. CompJMax.Ten.-All forces 250(I1a) or less except when shown. TOP CHORD 2-3=6274/2573, 3-0=-6405/2685, 4.5=3483/1402 BOT CHORD 2-10=2632/5662, 9-10=263215662, 8-9=-2651/5793, 7-8=-1426/3176 WEBS 3-9=361/425, 4-9=131212982, 4-8=3351/1568, 5.8=1990/4673, 5-7=4814/2161 Structural wood sheathing directly applied or 4-9-10 cc puffins, Except end verticals. Rigid ceiling directly applied or 9-7-6 cc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - i row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords Connected as follows: 2x6 - 2 rows staggered at 04-0 cc. Webs connected as follows: 2x4 - 1 raw at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front go) or back (B) face in the LOAD CASE(S) section. Ply to ply Connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10: Vult=170mph (&second gust) Vasd=132mph; TCDL-0.2psf, BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=11b) 7=1953,2=1232. 7) Use Simpson Strong -Tie HTU26 (20.1Od Girder, 14-1Cdx1 1/2 Truss) or equivalent at 7-0-12 from the left end to connect tmss(es) to front face of bottom chord. 8) Use Simpson Strong -Tie LUS26 (4-SD9112 Girder, 4-SD9212 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 9.0-121rom the left end to 11-0-12 to connect truss(es) to front face of bottom chord. 9) Use Simpson Strong -Tie LUS26 (4-1Od Girder, 4-1 Od Truss) or equivalent at 13-0-12 from the left end to Connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 oPS1AfJq�e,,,, No 39380 IS, • ; O R S�ONA�'N� % Thomas A Alban! PE No.39380 MIT& USA Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING- Verlly Eealgapmammers and READ NOTES ON TMSANDINCLUDEDM KREFERENCEPAGEMl47413 rev, 10103,2015B£FORE USE. Design valid for use onywdh MTeldfconneclms. This design Is based any upon parameters shown, and is for an isellodual bulding component. not truss system_ Before use, Pe building designer must vent' the appgcability of design parameters and properly inamomate this design into the oeerall buildingdefign.ErasinglndiratedistopreventbucklingofNdMdual!rusewebandlorchordmembersonly.Addlionallempa2ryand"emanenlbracing WeK Is aevays readned for stabi4yand to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fabrication, storage,delivery, erection and basting oftrusees and tmsssyslems.see ANSI?Plf Quality Cateda, DS949 and BOSl Building Component 6904 Parke East BIW. Sntetylnformadon available Gam Truss Plate Moline, 218 N. Lee 3ireet, Sula 312. Alexandria, VA 22314. Tampa, FL 36310 Job Truss Truss Type pry Ply T17598074 1952051-GROZA-ROHAN GO1 Monopitch Girder 1 q L Jab Reference o tional Builders First Source, Plant City, FL-32566, LOADCASE(S) Standard Uniform Loads (pli Vert: 1-6=70, 2-7=20 Concentrated Loads (lb) Vert: 9=2432(F) 8=1160(F) 11=-1177(F) 12=-1155(F) 8.240 s Jun 8 2019 MTek Industries, Inc Mon Jul 15 11:05:20 2019 Page 2 ID:7RrVDIkAuFgVuWAL75snbwON2J7Pmk4gzl Si93qX7fOA7XBURramllJJkHOv2nlyxr4z ,&WARNING-Vertly deslgnpenmefere and READ NOTES ON THIS AND INCLUDED WTEKREFERENCE PAGE 11111-7073ra.. 1D'O.V1015 BEFORE USE. Design valid tar use ony with MTek®conneclors. Tbis design is based only upon parameters shown, and Is for an individual building component, net a truss system. Belpre use, the buiWing designer must vedy Ne applitabilty cldeargo parameters and pmpeM moor com. Nis design into me overall Iva I' buildingdesign. Bracing indicated is to present bucldng of humdual buss web soothe chord members Only. Additional temporary and parnaneN bracing MiTek' Is always required for stability and to prevent Wilapse with possible personal injury and property damage. For general guidance regarding the labtlrabon, storage, delivery, erection and bracing oibusses and buss systems,see AN517TPI1 Quality Catania, DS849 and BCSl Building Component 6904 Parke East Blvd. SAety Ddgnnotlon available from Truss Plate institute, 218 N. Lee street, Suite 31ZNexandna, VA22314. Tampa, FL 36610 Job Truss Truss Type Cry Ply T17598075 1952051-GROZA-ROHAN G02 Monopilch 3 1 Job Reference (optional) 6udaers First Source, Plant City, FL-32566, 8.240 s Jun 82019 M1Tek Industries, Inc. Man Jul 15 11:05:22 2019 Pagel lD:?RrVDIkAuFgVuVYAL75snbmON2-FOXX9IBDZ3ztl8hNnRCbdcZgzOV8DLH kk09sAyxr4x -1-0-0 7-76 14-1141 1-0-0 7-7E e r 74-2 —' 31 44 = 2x4 II Us = Scale=1.37.6 Plate Offsets (X,Y)- I3:0-4-0 03.01 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (]cc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.10 2-6 >999 240 MT20 2441190 TCDL 1&0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.16 2-6 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.32 Horz(CT) 0.02 5 We We BCDL 10.0 Code FBC2017TTP12014 Matrc(-SH _ Weight: 731b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (lb/size) 5-647/0-9-0, 2=753/0.8-0 Max Horz 2=364(LC 12) Max Uplift 5=343(LC 12), 2=248(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1044/337, 4-5=-198/297 BOT CHORD 2-6=676/872, 5-6=678/866 WEBS 3-6=0/344, 3-5=935l724 Structural wood sheathing directly applied or 4-8-7 cc purlins, except end verticals. Rigid ceiling directly applied or 6-10-14 oc bracing. 1 Row at midpt 3-5 NOTES- 1) Wind: ASCE 7-10; Vufl=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2)-1-0-11 to 4.11-5. Intedor(1) 4-11-5 to 14-9-12 zone; cantilever left and right exposed ;C-C for members and farces 8. M WFRS for reactions shaven; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 lost bottom chord live load nanconwment with any other live loads. 3)' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chard and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joint(s) except Qt=1b) 5=343, 2=248. .``'pM?S�AI14 -*, i No 39380 3 ' T' Thomas A Albanl PE No.39380 MITek USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ® WARNING. Verily deatri eaameleaend READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MI61473rev. 1er03fdd15 BEFORE USE. Design vapd for use only with MRek® connectors. This design is based only upon parameters shown, and Is for an indiudual building component, not �yBy a truss system. Before use, me building designer must verily the appGrability Cf design parameters and papery lampoons this design into the Ma all ��-��•YYY® buildingdesgn. Bracing indicated is to prevent buckling ofindmdual truss web andfor chord members only. Mature! tempdary and permanent bracing MiTek- is always required for stability and to prownt collapse with possible personal Injury and import, damage. Forgenealguidanceagaidinglhe labdrzdon, storage, delivery, erection and bracing Cleanses and truss systems, see ANSUFPIIQuality CMeda,DS"9ond BCSIBullding Component 6904 Parke East filed. Saletylydonnatlon evalable finm Tress Plate Institute, 218 N. Lee Street, Suae 31ZAIexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T77598076 1952051-GROZA-ROHAN G04 Had Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Jun 82019 MTek Industries, Inc. Mon Jul 15 11:05:24 2019 Pagel 1p:9RrVD1kAufgVuVYAL75snbznON2-BneHaRCU5gDbYSrmusF3il eOHCBShACJC2tGw3yxr4v -1-0-0 6941 1aA 14-11-8 r 1-I-0 l 6941 , ~ s-2-t0 1-ra 31 ado = a2-o 14-1" 8-2-0 6-9-8 6-se 54 = 2x4 II goals =1:36.9 fire = Plate Offsets(XY)— (4:D-3-00-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.D9 2-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.20 2-7 >B57 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.64 Hoa(CT) 0.01 6 We We BCDL 10.0 Code FBC2017frPI2014 Matruc-SH Weight: 791b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 Ste No.2 WEBS 2x4 Ste No.3 BOT CHORD REACTIONS. (Ib/size) 6=647/0-3-0, 2=753/0.8-0 Max Hom 2=323(LC 12) Max Uplift 6=291(LC 12), 2=262(LC 12) FORCES. (Ib)-Max. CompJMax.Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=1066/572, 3-4=856/556 BOT CHORD 2-7=883/901 WEBS 3-7=443/596,4-7=613/772,4-6=-611/671 Structural wood sheathing directly applied or 4-11-13 cc punins, except end verticals. Rigid ceiling directly applied or 6.1-7 cc bracing. NOTES. 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-0-11 to 4-11-5. Interior(1) 4-11-5 to 13-", Extedor(2) 13-0-0 to 14-9-12 zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water Fording. 3) This truss has been designed fora 10.0 psf bottom chord live load nonwncument with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift aljoint(s) except (jl=lb) 6=291, 2=262. GENS�. Z No 39380 irz �NA� 1111.�` Thomas A. Alberti PE No.39380 MITek USA, Inc. FL Cart 6634 ii Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING - Venry design paramelers and READ NOTES ON 1I99 AND INCLUDED AUTEK REFERENCE PAGE 01-7473 rev.1 NQbe015 BEFOI tE USE. Qeslgn valid truss onfywdb Mifekdbconnectors.TMs design Is based only upon parameters shown, and is for an Individual budding component, not a truss system. Before use, the building designer must very the appflo6blay ordesanpammeters and property IncuTomt this design into me overall builiingdesgn. BrzdnginQtatetl is toprevembuckf gd(indMdualbuss weband/or cnordmembers ��ry.Additional temporary and permanent bracing M!Tek' Is always required roar stability and to prevent collapse with possible personal Injury and property damage. For general guidance resenting Me fabrratldgstorage, delivery erection and bracing of busses and buss systems,see ANSDIPI1 QmuiyCrfferla, DSB419 end BCSl Building Component 6904 Parka East BIM. SereylnfornuuMe available 0mn Tmsa Plate Instants, 21a N. Lee Street, dada T2 Nexandda. VA2231 a. Tampa. FL 36510 Job Truss Truss Type Oty Ply T17598077 TODReference 1952051-GROZA-ROHAN GOS Half Hip 1 1 optional Builders First Source, Plant City, FL-32566, 8.240 s Jun 8 2019 M7ek Industries, Inc Mon Jul 15 5a8 = 2r4 II Scale =1:33.5 4x6 = 6a8 = LOADING (pal) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017fTP12014 CSI. TC 0.52 BC 0.59 WB 0.42 Matrix-SH DEFL. in Vert(LL) -0.07 Vert(CT) -0.14 Hom(CT) 0.02 (loc) Well L/d 6-7 >999 240 6.7 1999 180 6 Na trial PLATES GRIP MT20 244/190 Weight: 7511, FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied ors-10-5 oc bracing. REACTIONS. (lb/sae) 6=647/0.30, 2=753/0-8.0 Max Hoa 2=276(LC 12) Max Uplift 6=-244(LC 9), 2=270(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=1119/729, 3-4=-869/610 BOTCHORD 2-7=977/957, 6-7=397/393 WEBS 3-7=375/533, 4-7=425/582, 4-6=-601/622 NOTES- 1) Wind: ASCE 7-10; VuR=170mph (3-second gust) Vasd=132mph; TCDL-0.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2)-1-0-11 to 4.11-5, Intedor(1) 4-11-5 to 11-0-0, Exterior(2) 11-0-0 to 14.9-12 zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 equate ainage to vent water ponding. rdesigned t J 1111 JF-*i,� ora 10.0 psf bottom chord live load nonconcument with any other live loads. 3) This truss sdhas been 4) ' This truss has been designed for live load 20.Opsf the bottom in a rectangle 3-6-0 tall by 2-0.0 wide ,` Ps A, q4 a of on chord all areas where will fit between the bottom chord and any other members. E N •' "9iL �� 5) Provide mechanical connection (by others) of truss to bearing Capable of withstanding 1001b uplift at joint(s) except (jt=lb) ,���� .••�G vj` V F•••• �� plate 6=244,2=270. ZINo 39380 %� :41j �T�s • . 0 R 1 P' C?N Thomas A. Albani PE No.39380 M7ek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING. Vedy, design parameters and READ NOTES ON TFOS ANDINCLUDED MITEK REFERENCE PAGE MI-7473 rev, UVO=015 BEFORE USE. Design vand or use any wM MlreM connectors. TIJs design is based only upon parameters shown, and Is for an indivlCual building Component not a tmss system. Safe. use, 0. bt ildiag designer must venythe applicabildy of design parameters and property incorporate 0is design into the overall buildingdesign. Bracing indicaud is to buciang of merrdual eussw0b andforelbord members only, Additional temporary and permanent bracing WeW prevent B always required for stabildy and to prevent Cogapse with possible personal Injury and pmpeM damage. For general gukance regarding the fabdWlOq storage,delivery, erection and bnXing oftnusses and Wse systems, see ANSUTPU Quality Criteria, DSB49 an d BCSI Building Component 6904 Parke East Blvd. Saleyrnlarmadon available Nam Truss Plate Instrute, 218 N. Lee Sleet Suae 312,,umandda, VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T17598078 1952051-GROZA-ROHAN G06 HaH Hip 1 1 � Job Reference (optional) Builders First Source, Plant City, Ft. -325W, - 8.240 s Jun 82019 MiTek Industries, Inc. Mon Jul 15 11:05.27 2019 Pagel ID:?RrVDIkAuF9VuVYAL75snbmON2cMKQCTFMNbbgPvZLa omKgGZ2PC5uZVmuO6wXOyxr4s -1.60 5-9.1 9-0-0 1411-8 m i-0-0 5-9-1 r 3-2-15 ~ 5-11-8 — 44 = ST1.5xe STP = 3a8 = 44 = axis = ME Scale =129] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (too) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.14 2-7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.30 2-7 >573 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.64 Horz(CT) 0.01 6 We Na BCDL 10.0 Code FBC2017/TP12014 Matrbr-SH Weight: 73 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-14 0o pudins, BOT CHORD 2x4 SO No.2 except end verticals. WEBS 2x4 SIG No.3 BOT CHORD Rigid ceiling directly applied or5-9-14 oc bracing. REACTIONS. (lb/sae) 6=647/0-3-0, 2=75310-8-0 Max Hom 2=230(LC 12) Max Uplift 6=253(LC 9), 2=270(1_0 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=10527TBO, 3-4=7361538, 4-5=6291543, 5-6=-609/577 BOT CHORD 2-7=945/909 WEBS 3-7=356/478, 5-7=6231`726 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.1& MWFRS (envelope) and C-C Extenor(2) -1-0.11 to 4-11-5. Intenor(1) 4-11-5 to 9-0-0, Extenor(2) 9-" to 14-9.12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water porting. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoim(s) except at -lb) 6=253,2=270. No 39380 it Thomas A Alban) PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING-Veriy Eeslpnpaamefersantl REAR NOTES ON THISANBINCLUOEOMITEKREFERENCE PAGE MII.7473rw. i&MO15BEFORE USE. Design valid br use coy with Mireld,connectors. This design is based only upon parameters shown, and is for an individual building component, not ��- a Miss system. Before use, Pe building designermust verilyvie appliwblidy of designparamelers and property Inoorpmate Me design Into 0e O'emll builiingdesgn. Bracing indicated is to prevent buckling ofmdixldual truss web endlm NON members only. Addlional tempomy and permanent bracing MiTek' Is always required for stability and to prevent collapse wait possible personal injury and property damage. For general guidance regarding the fabniagon, stdmge, def erection and brecing oftneses and Miss systems, see ANSVTPH Quality creeds, OSGAe and Goal Building component 6904 Parke East Blvd. Sztetylntormaflon aialable"in Truss Plate Institute. 218 N.Lee street, Suite 312.Alexandda. VAM314. Tampa, FL 3661O Job Truss Truss Type Oty Ply T17598079 1952051-GROZA-ROHAN G07 Half Hip Girder 1 1 Job Reference o tional Builders First Source, Plant City, FL- 325%, 21 J11'bxe SlP = US 6.240 s Jun 8 2019 MTek Industries, Inc. Mon Jul 1511:05:28 2019 Page 1 Scale = 127.6 4x6 = NAILED NAILED 3x6 = NAILED Zul It ads = Plate Offsets (XY)- [7:D-3-8 0-3-01 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (too) Odell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.17 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.39 6-7 >450 180 SCLL 0.0 ' Rep Stress ]nor NO WB 0.80 Horz(CT) 0.03 6 n/a rda BCDL 10.0 Code FBC2017/TPI2014 Mafrer-SH Weight: 69 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* - TOP CHORD 3.5: 2x4 SP No.2 BOTCHORD 2x4 SP No.1 BOTCHORD WEBS 2x4 SP No.3 REACTIONS. (lb/sae) 6=1382/0-3-0, 2=1229/0-8-0 Max Horz 2=183(LC 8) Max Uplift 6=625(LC 5). 2=535(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 2-3=22291892, 3-4-1954/877 BOTCHORD 2-7=683/1942, 6-7=719/1384 WEBS 3-7=0/407, 4-7=233/740, 4-6=1683/917 Structural wood sheathing directly applied or 2-9.7 oC purling, except end verticals. Rigid ceiling directly applied or 6-5-8 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vutt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=5.0psf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed fora 10.0 pat bottom chord live load nonconcument with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 to uplift at joints) except (jl=1b) 6=625,2=535. 6) "NAILED" indicates 3-1 Cd (0.148'W") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 2251b down and 3281b up at 7-0-0 on top chord, and 378 lb down and 144 lb up at 7-0.0 on bottom chord. The design/selection of such Connection devices) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Inomase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-5=70, 2-6=20 Concentrated Loads (Ib) Vert: 3=211(B) 7=378(B) 4=141(B) 8=141(B) 9=141(B) 10=66(1]) 11=66(B) 12=66(8) ♦'oPS7Af�A<'�'',, O . • i No 39380 r �••. ••(Viij� ss,O N A� 11 E��� ♦ Thomas A Alban! PE No.39380 M7ek USA Inc. FL Cert 6634 6904 Padre East Blvd. Tampa FL 33610 Date: July 16,2019 ,&WARNING - Verifydesign parameters and READ NOTES ON THISANO INCLUDED MITEKREI1RENCEPAG9eVI.7473rw, 1WM015 BEFORE USE. Design valid for use onywM MRel,acamedtam. This design is based any upon pars ecters shown, and is for an individual bugUing worriment not a"Ca system. Sefum use, me building designer must very Pe applirabiiiy of design parameters and property incorporate Nis design Into 0e overall buitdingdesgn. Bracing indicated is to prevent burping of individual truss web angler Novi members only.Additional temporary and pemment bracing MOW is Cwiys required for stability and to prevent collapse wbh posdbte personal Injury and property damage. Far general guidance regammg 0e fabdwtion,storage,delivery, erection and bracing of trusses and buss systems, See ANSOTPII Qualify Ceded., DSB49 Sad SCSI Building Component 69o4 Parke East BIA. Sarelylnformadon available tram Truss Plate Ingests, 218 N. Lee Street, SuOe 312, Nexandda, VA 22014. Tampa, FL 36610 Job Truss Truss Type pry, Ply T7]598080 1952051GROZA-ROHAN HJ2 Diagonal Hip Gilder 1 1 Jab Reference (optimal) Builders First Source, Plant City, FL-32566, "M 8.240 s Jun 82019 Milek Industries, Inc Mon Jul 1511:05:302019 Page A ID:?R VDIkA6FgVuVYAL75snb ON2. OYrUHFgWzkGNIwF6MTxlu6NcLO52iCa KaBjyxr4p Scale=1:10.1 3-8-8 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in (lac) Odefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.01 2-4 >999 240 MT20 2441190 TCOL 15.0 Lumber COL 1.25 BC 0.14 Vert(GT) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Inv NO WE 0.00 Horz(CT) -0.00 3 n/a n1a BCDL 10.0 Code FBC2017/FPI2014 Matrix-P Weight: 14 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or3-8.8 0o purling. BOT CHORD 204 SP No.2 I BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/s¢e) 3=50/Mechanical,2=242/0-10-15,4=33/Mechanical Max Ho¢ 2=93(LC 4) Max Uplift 3=41(LC 8). 2=-148(LC 4) Max Gran, 3=66(LC 35), 2=242(LC 1), 4=6613) FORCES. (lb) -Max. CompJMax.Ten.-Allforces 250(I1a) or less except when shown. NOTES. 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with any other live loads. _ 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lid between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) 3 except (jt=lb) 2=148. indicatesor 2-12d oe-nails per NDS l ' 44 �I�e 7) In the the LOADCASE( )1section, oads)app applied totheface of thetW truss are noted asfront (F) or back (B). ♦♦♦♦MPSA. LOAD CASE(S) Standard ♦•�� •• p E N S • e'9.t,'.� V F••• 1)Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 ` �� Uniform Loads(plf) No 39380 Vert: 1-3=70, 2-4=20 - Concentrated Loads (Ib) Vert: 5=98(F=49, 13=49) - ' ��� A, Wkv 0 - , N % i `SRO N Al EN%,ii Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING - Venry desrgn parameters and READ NO TEM ON 1MIg AND INCLUDED sli REFERENCE PAGE MII-74 Arev.141 BEFORE USE. aaaw Design valid far use only wait MTti connectors. This design is based only upon parameters shown, and is for an individual building component, not my 21' a truss system. Before use, the building designer must venWbe applicability of design parameters and property incorporate fair design into the overall buildingdesign. Bracfag indicated is to prevent beading of individual truss web and/orNprd members only. Addaicnaltemporary and permanent bating MiTek• Is always required for stability and to prevent collapse web possible personal Injury and papedy damage. For general guidance regarding 0e fabrication, storage,delivery. erection and bracing ofhusses and truss systems, see ANSImPll Duality Crrfeda, OSB49md2CSl Building Component 6904 Parke East Blvd. Salerylnrormetion available from Truss Plate Insti ute, 21a N. Lee Street, Suite 312, Niva idda, VA 22314. Tampa, FL 36610 Job Truss TyppPlyT17598M F.,Sw.1Hip 7952051-GR07A-ROHAN HJ3 Girder 7 1 Job Reference o banal Builders First Source, Plant City, FL-32566. 2x4 = 8240 s Jun 8 2019 MTek Industries, Inc. Mon Jul 1511:05:31 2019 State =1:11A 4-23 LOADING fast) SPACING. 2-0.0 CSI. DEFL. in ([cc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.01 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 Be 0.19 Vert(CT) -0.02 2-4 >999 180 BCLL 0.0 ' Rep Stress Ina NO WE 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matra-P Weight: 15 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/sae) 3=75/Mechanical, 2=255/0-10-15,4=38/Mechanical Max Horz 2=101(LC 4) Max Uplift 3=59(LC 8). 2=147(LC 4) Max Grant 3=80(LC 35), 2=255(LC 1), 4=76(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (I s) or less except when shown. NOTES. 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=S.Opsf, h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and night exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 Pat bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 vide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3 except at=lb) 2=147. 6) "NAILED" indicates 3-10d (0.148"xW) or 2-12d (0.148"x3.26) toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plt) Vert: 1-3=70, 24=20 Concentrated Loads (Ib) Vert: 5=98(F=49,B=49) A'IA�9'���i �. .• �GENS' No 39380 eel O N AL E�illso"�� ` Thomas A. Albanl PE ND.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: July 15,2019 ®WARNING- Vsnlydaelgnp rxmsfem and READ NOTES OMTNISANDINCLUDEDMITERREFERENCEPAGEMII-705m, 11YOM015BEFORE USE. Design valid br use Dory wth MTrs ek®cannetto. This design is based Dory upan parameters shown, and is axan IndiNduat building component, pal a Wss system. Before use, the building designer must verily the epPUMNIN, of design parameters and pmperly IncoRorate this design bta the overall buildingdaugn. gracing indiwledisto prevent buWing of b4Mdualims5 web andla TON members Dory. AdatlauiTtempamryandpevnanembraeing Mffek' is aWays required for stability and as prevent ettlapse with possible personal injury and property damage. Forgeneral guidance regarding the fabdca4on, storage, delivery, eremon and bradng aftmsses and truss systems,see ANSImPll Quality CMeda, DSB49 and BCS1 Building Component 6904 Parke East Blvd. Safetylarusnation avalable bam Trues Plate InsitNe, 21a N. Lee Sbeel, Suite 012 Alexantlda, VA 22314. Tampa. FL 35610 Job Truss Truss Type Oty Ply T17598082 1952051-GROZA-ROHAN HJS Diagonal Hip Girder 2 1 Job Reference (optional) Builders First Source, Plant City, FL-32566. 8.240 s Jun 82019 MTek Industries. Inc. Mon Jul 151 V05:322019 Paget LOADING (psl) SPACING- 2-0-0 CSL DEFL. in (too) Udell Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.08 2-4 >975 240 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.17 21 >457 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 Horz(CT) -0.00 3 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/s¢e) 3=192/Mechanical, 2=35710-10-15, 4=73/Mechanical Max Horz 2=147(LC 4) Max Uplift 3=138(1_C 8). 2=168(1_C 4) Max Grav 3=192(LC 1), 2=357(LC 1), 4=119(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -AB forces 250(lb) or less except when shown. Scale: 3/4'=1' PLATES GRIP MT20 2441190 Weight: 24 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 60-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-10; VuB=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15fl; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noncuncument with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.60 tall by 2-D-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=138,2=168. 6) "NAILED" indicates 3-1Cd (0.148'W") or2-12d (0.148"x3.25") toe -nails per NOS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOADCASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=125 Uniform Loads (ion Vert: 1-3=70, 2-4=20 Concentrated Loads (lb) Vert: 5=98(F=49,B=49) .��% NSaA 2q4 e,,', rE No 39380 = -33 11 Thomas A. Albani PE No.39380 M7ek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®watem-G-Verrly Eeelgrepanm eters and READ NOTES OM MS AND INCLUDED M TEK REFERENCE PAGE MD-747G rev. 1G'03/ rdI S BEFORE USE Design valid truss ontywah MNebDconnedols. This design Is based any upon parmelels shown, and is loran Individual building component, not atruss system. Before use, Pe building designer must verify the applicability of design parameter and properly Incorporate Pis design inlothe ovetali buildingdesign. Bracing Indicated is to bucKing of PdiNdualhuss weband/orraord members only. Additional temporary and permanent bracing MiTek' prevent Is always huluved for stability and P prevent collapse win possible personal injury and property damage. For general guidance regarding Pe fabrication. storage. delivery, erection and bracing ofUusses and truss systems, we ANSVTPN canary chains, DSB49 and BC51 Building Component 69D4 Parke East BIvJ. Sareaylatmmaaion available hem Truss Plate in9tute. 218 N. Lee SmeL Sute 3lZAlexandd; VA22314. Tampa, R 3661a Jab Truss Type Oty Ply F T17598083 1952051-GROZA-ROHAN Diagonal Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8,240 s Jun 82019 MTp: eK Industries, Inc. Mon Jul 1511:uaJ 20IN Pagel ID;7RrVDIMAuFBVuVYAL75snb=ON2-0VhhTWJ7zRLJ7gl VWFVAZXWofgDKINYeGyZEl2yxf4m -1-5-D 45-11 &10-2 P 8.5.1 75-0 4' 5 . 1-0 14 2815 LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 TCDL 15.0 Lumber DOL 1.25 BC 0.83 BCLL 0.0 ' Rep Stress Ina NO WE 0.12 BCDL 10.0 Code FBC20171TPI2014 Matra-SH LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/sae) 4=88/Mechanica1, 2=435/0-10-15, 6=368/Mechanical Max Hat 2=171(LC 4) Max Uplift 4=110(LC 4), 2=202(LC 4). 6=143(LC 8) FORCES. (Ito) - Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=436/225 BOTCHORD 2-6=2881402 WEBS 3-6=484/346 Scale = 1-18.5 3x4 = DEFL. in floc) Vdeft Lid PLATES GRIP Vert(LL) -0.18 2-6 o531 240 MT20 2441190 Vert(CT) -0.35 2-6 o275 180 Hoa(CT) 0.01 6 n/a n/a Weight: 32 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Ops1; h=15ft; Cat. II; Fxp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) WA 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) `This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will Td between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 4=110,2=202,6=143. 7) "NAILED" indicates 3-1 Od (0.148"x3") or2-12d (0.148'W.25") ice -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CABBIE) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(pli) Vert: 1-4=70, 2-5=20 Concentrated Loads (lb) Vert: 7=98(F=49, B=49) 9=-104(F=52, B=52) 12=37(F=18, 13=18) ``,,o PS1A1114e,.. No 39380 i .CDR •,s,O N A' Thomas A. Albans PE No.39380 MRek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING- Waydesignparemofem end READ NOTES ON TNISAND INCLUDED NJ7EKREFEFENCE PAGE sAcc-7473rm, 10,031015 BEFORE USE Design vard for use only with MTeM connectors. This design is based only upon panhandlers shown, and Is for an individual buiding component, not a truss s,,aenL Before use, the building designer must vent' the appGwblOy of design parameters and property mcorpomte this design Into he overall buildingdesgn.Bracing indicated is to prevent bucking of MolMduai truss web water chord members only. Addaional temporary and permanent bracing MiTek' is always required far stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage. Eelivery,erection and bracing offrvsses and truss ryslems, see ANSYTPII Qualityaeds, DS8419 and BCS1 Building Cmponeof Safetylnrormanan available hom Truss Plate Insltule. 218 N. Lee Street, Suite 312.Nexandda, VA22314. 6904 Palle East Blvd. Tampa, FL 36610 Job Truss Tmss Type pry ply T17598084 1952051-GROZA-ROHAN HJ7 Diagonal Hip Girtler 1 7 Jab Reference (optional) Builders First Source, Plant City, FL-32566, - 8.240 s Jun 82019 MTek Industries, Inc. Mon Jul 15 11:05:36 2019 Page �ID:7RNDIkAuFgVuVYAL75snbmON244Np5YM7GMju 114bNStBZ86ilJOVfi5yvouMMyxr4j .1-5-0 6-1-12 9-101 1-5-0 5-1-12 -� 4$ Scale= 121.4 19 G 11 5 3x4 = NAILED NAILED NAILED 3x6 - 5.1-12 4-" LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) VdeO Vd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.03 6-7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.07 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.42 Hoa(CT) 0.01 6 Na Na BCDL 10.0 Code FBC20177rP12014 Matrbr-SH Weight: 41 lb FT=20% LUMBER. BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP ND.2 BOT CHORD Rigid ceiling directly applied orb-11-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=168/Mechanical, 2=514/0-10-15, 6=340/A4echanical Max Ho¢ 2=194(LC 22) Max Uplift 4=142(LC 4), 2=236(LC 4), 6=-128(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=878/336 BOT CHORD 2-7=423/814. 6-7=-423/814 WEBS 3.7=0/259, 3.6=862/448 NOTES- 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psV, BCDL=S.Opsf; h=15fl; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle &6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) far truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joinl(s) except 0t=lb) 4=142, 2=236, 6=128. 6) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied t0 the face Of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=125 Uniform Loads (plf) Vert: 1-4=70, 2-5=20 Concentrated Loads (lb) Vert: 8=98(F=49, 8=49) 10=-110(F=-47, 13=62) 13=36(1`=18, B=18) S 9 I� No 39380 S.<p R�OPC?��,. %%%% ;fill p N P 1 `�� Thomas A. Albani PE No.39380 MTTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING- Wrifyrrdalrnpan 1creend READ NOM ON 7NISANDINCLUDEDMEEKFEFERENCE PAGEASI-7473rov. 14'0.12tlf5 BEFORE USE �e Design vagd for use onlren MTek s conneMrs. TLis design is basellonty upon paameers shovn, and is bran Imiv.Guai building component net a truss system Before use, the building designermust verity the applicability of design parameters and properly moo Aerate this design Into the overall ��-��•YYY buildingdesign. Bracing indicated is to proven buckling of indMtlual Muss web andlorchord members only. Addiao Itempararyandlammentbracing MiTek' is always retured for stability and to prevent scrapes with possible personal injury and property damage, For general guidance regarding the fabrication, storage, delivery, ereeicn and bracing of trusses and Muss systems, see ANSg P/f Duesly carbide, DSB49 end BCS1 Building Component 6904 Parke East BIW. Safeylnfonnaflon available from Tmss Plate Insthute, 218 N. Lee street, Suite 312. AMxandda, VAY2314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T17598085 1952051-GROZA-ROHAN P HJ51 Diagonal Hip Girder 2 7 Job Reference (optional) Builders First Source, Plant City, FL-32566. ' 8.240 s Jun 8 2019 MTek Industries, Inc Mon Jul 1511:05:35 2019 Page 1 ID:?RrVf3IkAuFgVuVYAL75snbznON2-NupRuCLNV3b1M8BUfxeeMc odv4mFcakG2LpwyXr4k Scale -1:19A Special �d 3xfi = 3x4 =5 Plate Offsets (X Y)— 16:Edge 0-1-81 LOADING (psf) SPACING. 2-0.0 CSI. DEFL. in floc) I/deg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.14 2-6 ,634 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.28 2-6 >327 180 BCLL 0.0 ' Rep Stress Ina NO WS 0.21 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix-SH Weight: 311b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=322/Meamnical, 2=56410-10-15, 6=617/Mechanical Max Horz 2=163(LC 4) Max Uplift 4=235(LC 7). 2=264(LC 4), 6=245(1_C 8) FORCES. (to) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=812/401 BOTCHORD 2-6=435/742 WEBS 3-6=896/525 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins. BOTCHORD Rigid ceiling directly applied or 8-8-7 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vul1=170mph (3-sewnd gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 Pat bottom chord live load nonwncunent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift atjoint(s) except Qt=lb) 4=235, 2=264, 6=245. 6) "NAILED" indicates 3-1 Old (0.148"xY) or2-12d (0.148'k3.26') toe -nails per NOS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 14=70, 2-5=20 Concentrated Loads (Ib) Vert: 7=98(F=49, B=49) 8=-212(B) 9=522(F=68, 8= 454) 11=7(B) 12=53(F=23, B=-30) OpMPS' A. �,, ��••�kG E N SF•••'!'i �� No 39380 7 O R l p C?�C% ` Thomas A Albmi PE N0.39380 MTek USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33510 Date: July 15,2019 ®WARNING-Vairy Eestonpa amemn end READ NOTES ON THIS AND INCLUDED 01EK REFERENCE PAGE WaT473nv. IWOUQ015 BEFORE USE Design valid for use only wilt Vineag connectors. This design is based only upon parameters shown, and is for an individual building component nor a truss system. Before use, Me building designer must vend, the applicability of design parameters and property lncorpoale this design into the overall buildingdesign Smdng imicated is to evading of lndmdual truss web andlor chord members only. Additional temporary add pemaneN bracing MOW prevent 6 always rebuttal for stabllay and to prevent collapse whin possible personal injury and property damage. For general guidance regarding Me recreation. Coage,delvery, emogon and braung of trustee and truss systems, see ANSUTPII Quality Crrteda, Goal end Ban 8u11ding Component 690A Parke East BIW. Safetytnforma£on avaJable fmm Tmss Plate In6 trte,218N.Lee Street, Sube312Alsemmida, VA22314. Tampa, FL 30610 Job Truss Truss Type Oty Ply T17598086 1952051-GROZA-ROHAN K01 Hip i 1 t Job Reference (optional) Builders First Source, Plant City, FL-32566. 3x4 = 5x8 = 8.240 s Jun 82019 MITek Industries, Inc. Mon Jul 15 11:05.37 2019 Page 1 IID:?RrVDIkAuFgVuWAL75snbmON2JHxCJuNelgslcRKG94 6knhHtRddEBnEBZXSupyxr4i 12 5-e l 1"-I 17-84 5x8 = A2A 1258 1F8-0 4-21 8-M t 421 3x4 = Scale= 1:30.8 Plate Offsets (X Y)— [2:0-2-0 Edge] [3:0-3-0,0-2-4] 14:0-5-4 0-2-4) f5:0-2-0 Edgel LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (Ioc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.10 7-9 -999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Verl(CT) -0.24 7-9 >808 180 BCLL 0.0 ' Rep Stress Ina YES Wa 0.11 Horz(CT) 0.03 5 We We BCDL 10.0 Code FBC20177rP12014 Matra-SH Weight: 701b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except' 3-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=817/0-M, 5=817/0-8-0 Max Horz 2=-45(LC 13) Max Uplift 2=325(LC 8), 5=325(LC 9) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1431/987, 3-4=1265/975, 4-5=1424/984 BOT CHORD 2-9=76511254, 7-9=779/1258, 5-7=785f1247 WEBS 3-9=0/280,4-7=0/280 BRACING. TOP CHORD Structural wood sheathing directly applied or4-6-10 oc purins. BOT CHORD Rigid ceiling directly applied or 6-7.6 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ABC 7-10; Vuk=170mph (3-second gust) Vasd=132mph; TCOL=4.2psf; BCDL=5.OpsF h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=325,5=325. PS6A f `ACe�,'' S•.9 .� No 39380 i /ONAj11 Thomas A. Albert PE No.39380 Mirek USA Inc. FL Celt 6534 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING- Venrydaugnpaamerers and READ NOTES ON TMSAND INCLUDEDWrEKRFF£RENCEPAGEMII.7473 re, 1110=0159EFORE USE. Design valid cruse onlyweh Mi ieWconnedors. This design is based only upon parameters shown, and Is for an IndiNdual buldiig component, not a lmss system. Before use, the building designer must verily the epplicabilry of design parameters and property incorpor4le this design intotbe overall buildingdesgn. Bracing indinned is to prevent buiding of ind'rriEual truss web anNarNaN members only. Additional temporary and Permanent bracing MiTek- balways required for scbillyand to prevent collapse win possible personal injury and property damage. For general guidance regarding me fabrication, storage, delivery, erection and bracing of trusses and buss systems,see ANSVrPrl Oudlib,Cdtetla, DSB49 and BCSI Buildlog Component 6904 Parke East BIW. Saretyrnrermanim evadable faro Truss Plate Instdute, 218 N. Lee StreM. Sule 312, Alexandria. VA 22314. Tampa. FL 36610 Job Truss pry Ply T17598087 1952051-GROZA-ROHAN K02 RopfSp,.,,IG,11, 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, i, 9 44 = 5.to 12 4 4x6 = 8.240 s Jun 8 2019 MTek Industries, Inc. Mon Jul 1511:05:39 2019 Page 1 NAILED 2t4 II NAILED 5k8 = 3x4 = ''x° = 4x6 = 5x8 = NAILED exa 11 3x4 = NAILED NAILED 4-1-0 52-0 1 93-0 118-0 16-8-0 4-1-0 1-0-0 d-id 41 -12 Srale=1:31.3 Plate Offsets(X`)- 16:0-5-120-2-8117:0-1-2Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udeft L/d PLATES GRIP TCLL 20'0 Plate Grip DOL 1.25 TC 0.47 Vert(L-) 0.17 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.2610-12 >730 180 BCLL 0.0 Rep Stress lncr NO WE 0.52 Hom(CT) 0.04 7 n/a We BCDL 10.0 Code FBC20171TPI2014 Matrix-SH Weight: 74 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/soe) 2=919/0-8-0, 7=932N8-0 Max Horz 2=44(LC 27) Max Uplift 2=340(LC 8), 7=-430(LC 5) FORCES. (to) - Max. Comp./Max. Ten. - All forces 250 (to) or less except when shown. TOP CHORD 2-3=1604/641, 3-4=-1519/640, 4-5=2722/1272, 5-6=2722/1272, 6-7=1621/722 BOT CHORD 2-12=-491/1393, 10-12=86212147, 9-10=582/1422, 7-9=589/1414 WEBS 3-12=44(3/1070, 4-12=1192/593, 5-10=312/245, 6-10=646/1358, 4.10=336/652 Structural wood sheathing directly applied or3-2-2 oc purlins. Rigid ceiling directly applied or 6-1-7 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=17Cmph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcurent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ul=lb) 2=340,7=430. 7) "NAILED" Indicates 3.1 Od (0.148"x3") or 3-12d (0.148-4.26') toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 9716 down and 104 lb up at 13-8-0 on top chord, and 40 lb down at 13-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 34=70, 4-6=70, 6-8=70, 2-7=20 Concentrated Loads fib) Vert: 6=2(17) 9=-16(F) 15=186(F) 16=6(F) 17=6(F) .`pMPS l A r A49,, S•,9 ,," .......... G le E N � .,'yam No 39380 111111 Thomas A Albans PE ND 39380 MTek USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING. Wrerdesignpammetem andREAD NOTES ON THISANBINCGUQEDMI7£KREFERENCEPACEMII.7470rev. 101=015BEFORE USE. Design valid fqr use any wet MTek® connectors. This design Is based ony upon parameters shown, and Is for an Individual WIdng component, not a truss system. Before use, the building designer must verify the appecasily ofdesign parameters and properly incoRoate Nis design info the oveall bulldingdesgn.Bacbg indated is to prevent buckling aflndividual truss web andor Nord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication. storage, delivery. erection and bracing of busses and truss systems, See ANSgTPIf Quality Cdtade, OS94m and BCSr Building Component 6904 Parke East Blvd. Semytnlarmatlon available taco Truss Mate Institute, 218 N. Lee street, Sucre 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17598088 1952051-GROZA-ROHAN MO1 Common 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, r 8.240 s Jun 82019 MTek Industries, Inc. Mon Jul 15 11:05.40 2019 Page 1 1D?RrVDIkAuFgVuVYAL75snbmON2jscKxvPW EJTv3rgDXpLPJg6elRRY4gtXm6Veyxr4f Scale = 117.7 Axe = [`e ST1.5,,BSTP = 4x6 = 4x6 = ai-0 avo LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (too) pdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.02 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 ' Rep Stress Ina YES WE 0.07 Horz(CT) 0.01 4 na We BCDL 10.0 Code FBC2017ITP12014 Malnx-SH Weight: 29111 FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-7 oc bracing. WEBS 2x4 SP N0.3 REACTIONS. (Ib/sae) 4=341/Mechanical, 2=456/0-8-0 Max Ho¢ 2=53(LC 16) Max Uplift 4=120(LC 13), 2=177(LC 8) FORCES. (lb) - Max. Camp./Maly. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=518/476, 3-4=-511/467 BOTCHORD 2-5=322/416, 4-5=322/416 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=170mph (&second gust) Vasd=132ni TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; M WFRS (envelope) and C-C Extertor(2) zone; cantilever left and right exposed ;C-C for members and forces 8. MWFRS for reactions show; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 par bottom chord live load nonconcu0ent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joints) except (p=lb) 4=120,2=177. 01111111111111111 Z No 39380 13 ri . p 4ij Thomas A. Alban PE No.39380 MTek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING -Verify design commerers and BEAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF)4T] rev. 10A01l7015 BEFORE USE Design valid far use only with Mimeticconnectors. This design is based only upon parameters shown, and is for an individual buillmg component. no a truss System. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing included is to prevent buckling of individual truss web Solve, chc,E members only. Additional temporary and permanent bracing MTek" is always required for stability and to prevent collapse war possible personal injury are tragedy damage. Forgeneral guidance regarding 0e fabrication, storage, delivery, erection and bracing oftmsees and trusssystem;see ANSM11 Dually Caffeda, OSB49 and SCSI Building Component 604 Parke East Blvd. Safetyinformation available from Truss Plata Institute. 218 N. Lee Street, Suite 312,9exandna, VA 22314. Tampa, R 36610 Job Truss Truss Type Dry Ply T175981189 1952051-GROZA-ROHAN M02 Common 1 1 Jab ReferenraSoptional Builders First Source, Plant City, FL-32566, 4x6 = 8,2405 Jun 82019 MITek limousines. Inc. Mon Jul l b 11:U0:4L 2U1 U Yagel Scale =1:19.2 ST1.w8 UP = ST1.5x8STP = 4x6 = 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdeft L/d TCLL 20.0 Plate Grip DOL , 1.25 TC 0.31 Vert(LL) -0.01 4-6 >999 240 TCDL 15.0 Lumber DOL 1.25 SC 0.17 Vert(CT) -0A2 4-6 >999 180 BCLL 0.0 ' Rep Stress Ina YES WE 0.07 Horz(CT) 0.00 4 Na nla BCDL 10.0 Code FBC2017/TP12014 Matra-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/sae) 2=435/0-8-0, 4=435/0.8-0 Max Harz 2=44(LC 16) Max Uplift 2=171(LC 8), 4=171(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 2-3=-460/389, 3-4= 460/390 BOT CHORD 2-6=204/367, 4-6=204/367 PLATES GRIP MT20 2441190 Weight: 31 It, FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 act purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cal. II; Fxp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; Cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joints) except Gt=1b) 2=171, 4=171. Id No 39380 O: OF �� P 'N 0NAL0%, %%" i�14rn1n1111 Thomas A Alban! PE ND.39380 Mffek USA Inc. FL Geri 6634 6904 Parke East Blvd. Tampa FL 3361D Date: July 15,2019 ®WARNING - VeMy desrgn pammefem antl READ NOTES ON T f 95 AND INCLUDED I MTEK REFERENCE PAGE ANNIV3 rev. 1"Ma1 S B£FORE USE. Design valid for use unlywith MiTexsbconnestors. This design Is based only upon parameters shown, and is for an individual building componi not HT a true system. Before use, me balding designer must vent' the applicability of design pammetem and pmpedy N maturate this design into me most buildingdesign. Bracing indicated is to Welding ofindividual truss web andrarchord members onl Mditional lempomry and permanent bracing MiTek' prevent Is always required for stability and to prevent sell with possible personal injury and property damage. For general guidance reganding the falamodon, storage, delivery, erection and trading ofbuzses and truss systems, see ANSWP11 Quality Citeds, DS"9 and SCSI Building Component 6904 Parke East Blvd. Sofatyinformation available frem Truss Plate Mariana. 218 N. Lee SbeeL Suite 312, Alexandria, VA 22314, Tampa. a 3W0 Job Truss Truss Type Oty PIy T17598090 1952051-GROZA-ROHAN M03 Common Supported Gable 1 1 Job Reference o tional Builders First Source, Plant City, FL-32556, 8.24UsJun a LOttlm11eRmausues, rnc.w raye, ID:?krVDIkAuFgVLVYAL75snbwON2�Rn7cROcWwKMoOWLSW:_1.0c cbev76ZV_m5Tyxr4c Scale =1:192 4x6 = `d, 0 9 8 44 = 2x4 II 2x4 II 2x4 II 44 = B-2-0 LOADING tip" SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.00 7 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 7 nir 120 Br0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 6 n/a Na BCDL 10.0 Code FBC2017rTP12014 Moira-SH Weight: 33 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SIG No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SIG No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SO No.3 REACTIONS. All bearings 8-2-0. (lb)- Max Horz 2=44(LC 13) Max Uplift All uplift 1001b or less at jobli 9, 8 except 2=104(LC 8), 6=106(LC 9), 10=101(1_C 12) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 8 FORCES. (to) -Max. Comp/Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 3.10=1761388, 58=-1771388 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuH=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever [attend right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI7TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate Capable ofwithstanding 1001b uplift at joint(s) 9, 8 except Ut=1b) 2=104, 6=106, 10=101. 9) Beveled plate or shim required to provide full bearing surface with truss choral at joint(s) 2, 6. ?S' A No 39380 C? Thomas A Alban! PE No.39380 MjTek USA, Inc. FL Cart 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: July 15,2019 ® WARNING -Wiry deaf ri paremefam dadREAD NOTES ON THIS AND INCLUDED ALTEKREFERENCE PAGE Milli rev. V11012015 BEFORE USE. Design valid for use anly with MRek®conneotors.This design is based only upon parametersshown, and is far an individual building component, not a tress system. Before use, the building designer must verify the apphsabillly of design parameters and properly incarporad this design nature overall individual tress choral members only. AdddionaltempomgandpemaneMbmcing MiTek' buildingdezign. Bracing indicated is to prevent bucking of weban(Ilor is always required for slabililyand to prevent collapse with possible permnal injury and property damage. Forgenemlgedanceregammi tdbrralmq storage,delivery,eretlion antl bmdng of Wzzesand truss rystems,see ANSUTPrf Duality Cimeda, DSB49 and BCSI Building Component 6904Parce East BIW. Safetylnfonnatlon available fmm Tmss Plate InSdNe, 218 N. Lee Str e, softe 312, Alexandra, VA22814. Tampa, FL 36510 Job Truss Truss Type Cry Ply T17598091 1952051-GROZA-ROHAN N01 Roof Special 1 1 , Job Reference (optional) Builders First Source, Plant City, Ft. -32566. 8.240 s Jun 82019 MTek Industries, Inc. Mon Jul 15 11:05:44 2019 Paget 11; IUiIHNOIk UYgVUVTAL/bsnDMUNZ+ SM"amgpsvvly ZCtVvl'I nwmnMV avevyarYD 1-aa i 7-0.0 i 9-d-0 F— • 13&0 20E-0 2512-0 �6-2-0, 4-4-0 6-10.0 44i-0 i-09' 4M = S.00 12 Scale =1:46A axe — 4x6 _ 3x4 = ST1Bx8STP = 2x4 II 4x6 _ Sxe = Plate Offsets (X Y)— [6:0-5-12 0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) pde8 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.10 2-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.14 2-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017T-P12014 Matra-SH Weight: 11011, FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Iblsae) 2=627/0.8-0, 11=1256/0-8.0, 7=516/0-e-0 Max Horz 2=69(LC 12) Max Uplift 2=242(LC 12), 11=-467(LC 13), 7=232(LC 13) Max Grav 2=627(LC 1), 11=1256(LC 1), 7=526(LC 24) FORCES. 01b) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=723/436, 34=620/491, 4.5=-100/307, 5-6=100/307, 6-7=659/422 BOT CHORD 2-12=217/571, 11-12=238/519, 9-11=227/551, 7-9=231/543 WEBS 4-11=911/602, 5-11=4881466, 6-11=872/570 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-2 oa purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuk=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Ops/; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedar(2)-1-0-11 to 4-11-6, Interior(1) 4-11-5 to 7-0-0, Exterior(2) 7-"to 9-4-0, Interior()) 9-4-0 to 20-6-0, Examtor(2) 20-6-0 to 26-2-11 zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pond ing. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Is uplift atjoint(s) except (A=lb) 2=242,11=467,7=232. .`1:1OMPS1At'q�6 No 39380 ' 'OAF �0 R1aP'N�,. Thomu A Alliml PE No.39380 Milk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING- Vedry deals. panmelen and READ NOTES ON MS AND INCLUDED NTEK REFERENCE PAGE MOJ473 rev. fOq]f1015 BEFORE USE. k® Design valid far use only with MTeemmadme. This design Is based Dory upan parameters shown, and is for an Individual building Component, not a truss sy dem-Below use, the building deslgner must very me apPtirabil try of design parameters and property ecoryomte this design Into Me overall buiidingdesign. Brecuq Indicated is to prevent buckling of NCMdual Wss web murder UloN members only. iul0onal temporary and Partners bracing MiTek' is always required for stability and to prevent Callapse wah possible persanal lawyend property damage. Far generot guidanceregarding the labrtraaon.storage, tlelivery,entlicn antl bracing oftmssesand Wss systems.see ANSWPlf closily Boland, DSB 9 and SCSI Building Component 690l Parke East BIM. Safaylnforrnaffon available Mon Truss Plate Insulate, 218 N. Lee Street. Suite 31Z Alexandra. VA 22316. Tampa, FL 36610 Job Tmss Truss Type Gty Ply T17598092 1952051-GROZA-ROHAN Nf12 Roof Special Girder 1 1 Job Reference (opfonal) builders rust source, Pianttny. rL-64obb, 0.<.u�+u„���,_,.,,,_" -��•,_ �..-..•-.._....,_.____._.___. 1p?RrVDIkAuFgVUWAL75snb=ON24pGD_dTf87scZgyodm7_2SOawfNuBigPlpTtALyxr4a 10.0 ]4)O it." 1330 130.2 224.0 25.2-0 20.2-0 7-0-0 a4-0 ,2-0o aaz as14 I z-a0 1aa Stale= 1.'46A 4x8 = 5.00 12 3 NAILED NAILED NAILED 4x6 = 2x4 II 4x6 = 5xa = 4 5 NAILED 6 NAILED NAILED 2 5 in B 9 �1 Ie a d 14 •1319 12 20 11 10 ST1,5rA STP = 3x6 NAILED STi.Sxa STP = 44 = ST15x8STP = - 4x6 = 2x4 II 3x4 = 3x4 = Sing = NAILED NAILED NAILED NAILED NAILED 7-o-0 n-ao laao 1ao-2 zz-3o F 2'2-0 7-o-0 4-0O z-a0 4-0-2 a514 z-3o Plate Offsets (X Y)- 17:0.5-12 0-2-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IGc) 1/deft Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.09 2-14 >999 240 MT20 244/190 TCOL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.13 2-14 >999 180 BCLL 0.0 ' Rep Stress Incr NO WE 0.56 Hom(CT) 0.02 8 Na ale BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 1111b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins. BOTCHORD 2x4 SP No.2 BOTCHORD Rig id ceiling directly applied or 1G-0-O oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=626/0-8-0, 13=1269/0-8-0, 8=52310-8-0 Max Here 2-69(LC 31) Max Uplift 2=256(1_C 27), 13=-491(LC 9). 8=256(LC 5) Max Grew 2=626(LC 1), 13=1269(LC 1), 8=529(LC 20) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=721/234, 3.4=665/269, 4-5=-254/689, 5.6=254/689, 6-7=710/363, 7-8=745/324 BOT CHORD 2-14 =167/569, 13-14=207/275, 11-13=288/710, 10.11=23D/640, 8.10=235/630 WEBS a14=76/336, 4-13=-1070/442, 5-13=282/186, 6-13=1416/640 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind : ASCE 7-10; Vu11=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15R; Cat. II; Grp C; Encl., GCpi '0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water Fording. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcuffant with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except jt=1b) 2=256,13=491,8=256. 7) "NAILED" indicates 3-1Cd (0.14B"x3") or 3-12d (0-148"x3.25") Ice -nails per NOS guldlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=70, 34=70, 4-7=70, 7-9=70, 2-8=20 Concentrated Loads (to) Vert: 12=.3(F) 11=3(F) 10=8(F) 19=3(F) 20=3(F) °MpSaA.f qC j, GEN9'- i No 39380 ^ O: i� 9 : 4817 i ,< O R P Cj�=% 0 N .. EC�`%% Thomas A Albans PE ND.39380 Mffek US& Inc. FL Celt 6634 6904 Parke East Blvd. Tampa R.33610 Date: July 15,2019 ® wARMNO. Vedlydest isparameren and READ NOTES ON INTS ANDINCLUDED Mi REFERENCE PAGEMII-7413rcv. 10101/2015BEFOREUSE. Design valid bruse only with Manisa connectors. This design is based only upon parameters shown, and is far an IndiNdual building component 00 PYRE, a tr ss system. Before use, the building designermeoverily M.,xieabilityat design,m meters and pmpeM mcolporate mils design Moore overall buildingdesgn. BracingIndicated is to prevent budding ofindMdual truss web andi choM members Only. PdddianaltempoaryandpennaneMbradmg WO_ Is always required for stability arato prevent collapse with possible personal muryand property damage. ForgermadguidanceregaNingthe recreation, deals, dells credion and bracing ofbM ussesatruss systems. see ANSVTPI10ualiy Certain, DSS49endaC5l6olld/n9 Component - 6904 Parka East BIW. 9arety/efermerldd avaAable from Truss Plate Institute. 218 N. Lee Street, Suds 314 A nsmadda, VA 22314. Tampa, FL 38610 Job Truss Oly PlyT175980937952057-GROZA-ROHAN NO3 EG 1 1 Job Reference lontionall Builders First Source, Plant Cdy, FL-32bfiU, a1 AB = NAIIED 8 d.Z4OSdun a4Uaamuetcmausmea,u M... a., 1+1 1.0+.47 2�,_ �av= dx6 = a4 = ar4 = Scale=1:25.9 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor NO Code FBC2017frPI2014 CSI. TC OA7 BC 0.57 WS 0.12 Matra-SH DEFL. in Vert(LL) 0.08 Vert(CT) -0.11 Hor2(CT) 0.03 Doc) Well Ud 5-6 >999 240 5-6 >999 180 5 run n/a PLATES GRIP MT20 2441190 Weight: 501b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-7 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-1 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=886/0-8-0, 2=993/0-8-0 Max Horz 2=61(LC27) Max Uplift 5=388(LC 9), 2=442(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 2-3=1725l753, 3A=-15151709, 4-5=1723/746 BOT CHORD 2-7=633/1502, 6-7=627/1515, 5-6=631/1502 WEBS 3-7=0/324, 4-6-0/323 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=1.2psf; BCDL=5.Opsf; h=15ft; Cat. II: Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=7.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. TTls truss has been for psf bottom chard load ent ve loads. any other ltrectangle hod in a eas Pg1 1q4 lj,fee li a load of 20. ps onlve aO.0 his truss has been designed forgned the bottom all where a3-6-0 tall by 2-D-0 wide 5) A o will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (1=1b).••�� %% Q E N S'•.'9.1, ♦♦ 5=388,2=442. 7) "NAILED" indicates 3-1 Od (0.1 48x3') or 3.12d(0.148"A3.25")toe-nails per NDS guidlines. NO 39380 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 216 to down and 27816 up at 541.0, and 2161b dawn and 278 lb up at 9-0-0 on top chord, and 114lb down at 5-0-0, and 114 lb down at 8-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. the truss front back Ir 9) In the LOAD CASE(S) section, loads applied to the face of are noted as (F) or (B). LOAD CASE(S) Standard i • \�� ♦♦♦'n ' P.' 1) Dead+Roof Live (balanced): Lumber Increase=7.25, Plate Increase=1.25 �` % ♦♦♦;i�s1ON Uniform Loads (pit) 4=70, 4-5=70, 2-5=20 A N %' ConcentratVe a Loads (ib) Vert: 3=169(F) 4=169(F) 7=70(F) 6=70(F) 8=76(F) g=-26(F) Thomas A. Alban[ PE No.39380 MBek USA Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING - Verify design paremarem antl READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MI1d473 rev. 1WOM015 BEFORE ME Design valid torus. any with MITOO..nnettms. This design is based any upon parameters shown, and is for an inc Mdual bulling Component, not 7 a Vuss system. Before use, the holding designer mustveny Me appneabitiy oldedgn pammetem and property incorporate this design Into the overall bultcogdeslgn. Bracing indicated is to prevent budomg oradlMdual lmss web sister chord members ony.Add'Nonai temporary and permanent turn, MiTek' Is allays required for stability and to prevent collapse with possible personal inluryand property damage. For general guidance regarding Me fabrication, slomge,delivery,essebon and bating oftrussesandussssyslems,sae ANSITP11 Ouaity shreds, DSB49 end BCSI Building Component 6904Pm1di5i Blvtl. Safelyladermesion available form Truss Plate Instaute. 218 N. Lee Street, Suxe 312. Pie sindria, VA 22314. Tampa. FL 3( Job Truss Truss Type Qty Ply T17598094 1952051-GROZA-ROHAN N04 Hak Hlp Gimer 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, -' 8,240 a Jun 82019 Miiek Industries, Inc. Mon Jul 15 11:05:43 2019 Paget ,,ID:?RNDIIiAuFgVuVYAL75snbmON2-UO5Mc VXR2EBQ8gNlughg5e7ltPjJ2isjn0(ngyxr4X ST1,5Xe STP = 4x6 = Scale =1:21.1 3x4 = 5x8 = 54id 8-7-0 11-10.0 5b8 3-0-12 i 3-2-12 ST1.5xBSTP = 5.8 II Plate Offsets (X n- (1:0-2-12 0-0.14) I6:0.3-00-4-41 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.06 1-7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.11 1-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.61 Horz(CT) 0.01 5 Na Na BCDL 10.0 Code FBC20171TPI2014 Matra-SH Weight: 661b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x6 SP M 26 WEBS 2x4 SP No.2 *Except' BOTCHORD 4-5: 2x6 SP No.2, 2-7,3-6: 2x4 SP No.3 REACTIONS. (Ib/sae) 1=1499/M-0, 5=2709/0-8-0 Max Hom 1=129(LC8) Max Uplift 1=505(LC 8), 5=921(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(I1a) or less except when shown. TOP CHORD 1-2=2578/839, 2-3=-2333/815, 34=23017794, 4-5=1761/639 BOTCHORD 1-7=80412288, 6.7=-794/2301, WEBS 2-7=196004, 3.6=269/254, 4-6=926/2681 Structural wood sheathing directly applied or 2-11-9 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuk=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 Pat bottom chord live load nonconcument with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001la uplift at joint(s) except (jt=1b) 1=505,5=921. 6) Use Simpson Strang -Tie HHUS26-2 (14-1Old Girder, 6.1 Od Truss, Single Ply Girder) or equivalent at 9-11-8 from the left end to connect truss(es) to front face of bottom chord. 7) Fill all nail holes where hanger is in contact vidh lumber. B) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 289 lb dawn and 113 to up at 1-10-12, 289 la down and 113 Ill up at 3-10-12, and 289 lb down and 113 lb up at 5-10-12, and 289 lb down and 113 lb up at 7-10-12 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (3). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-2=70, 2-4=70, 1-5=20 Concentrated Loads (lb) Vert: 7=-289(F) 8=289(1`) 9=-289(F) 10=289(F) 11=2036(F) MPsLA121111e���� No 39380 '•�0R i N A, �N�` 4, Thomas A Albani PE ND.39380 MRek USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa R. 33610 Date: July 15,2019 ®WARNING.Verily Eev9n parsmelers antl READNOTES ON TMSANU INCLUDED MITEKREFEPENCEPAGEMII.7473 rw. I&OM015BEFORE ME Design valid for use only with MiTeM connectors. This design Is based cry upon parameters shown, and is for an individual butting component, not a truss system Before use. the building designer must verify Pe appliWlvay of design parameter and propedy mwrporate Nis design into the ovemli my buffiingdesgn. BmcinglndiwtedlstoprventbucWhgofindiNdualtmssweb MnOraordmembemony.Additional temporary and permanent bracing Mffek' Is always required for dabirdy antl to prevent collapse with possible pereaml Injury and property damage. For general guidance iegi m rig the fabdradcn, storage. dews, emotion and bred, of Vucces and buss systems, we ANSI/Tilt Quality Giffin, DSB49ead BCSI Building Component 6904 Parke East BIM. Saleylnrormffiran available from Tress Plate Institute.218 N. Lee Street, Suite 312. aexandda, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17598095 1922051-GROZA-RONAN P01 Root Spedal Gider 1 1 Job Reference tonal Builders First Source, Plant City, FL-32551 u.24u s Jun o[ul tl mllerc mo.snes, mu e munu,1 .� , ID:?RrVDIkAUFgVuWAL75snbmON2-QnD61I0(mgUvtRgmQJj9lVtWigAen5aBA5BerZyW4V -1-5-0 2-93 r 5S8 6-11.6 15-0 2-93 r 2-93 1S Scale:&4-=1' NAILED 4x6 = NAILED 3m NAILED I9 2x4 = NAILtU gx4 = NAILED LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vart(LL) -0.02 6 e,999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 SC 0.17 Verl(CT) -0.02 6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.01 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matra-P Weight: 23 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6.6 oc purling. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. WEBS 2x8 SP 240OF 2.0E REACTIONS. (lb/size) 2=195/0-5-5, 4=195/0-5-5 Max Horz 2=32(LC 4) Max Uplift 2=-122(LC 4), 4=122(LC 5) Max Grav 2=327(LC 43), 4=327(LC 42) FORCES. (Ib) - Max. Comp./Maly. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=686/465, 3-0=6851465 BOTCHORD 2-6=415/675, 4.6=415/675 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (&second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat. lk Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) • This truss has been designed for alive load of 20.0psf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It=lb) 2=122,4=122. 6) "NAILED" Indicates 3-10d (0.148"x3') or2-12d (0.148'W.25") toe -nails per NOS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3.5=70, 2-4=20 Concentrated Loads (lb) Vert' 3=114(F=57, B=57) 6=8(F=3, B=4) 751 B=49) 8=98(F=49, 8=49) No 39380 ��nnnnn" Thomas A Alban! PE No.39380 MDek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WAWNO - Vedly Cealgn panmelers and READ NOrES ON TRIS AND INCLUDED MITEK REFERENCE PAGE MII.7V3 rm. l W=015 BEFORE USE. Design valid for use onywdh MTede connectors. TNs design Is based only pan parameters show, and Is for an indMdual building component. net a truss system. Before use, me building designer must very the applicability of design parameters and property inwryorate this design Into me overall Wildingdesign. Bracing indicated is to prevent budding of individual truss web andior NON members any. Additional temporary and permanent tuners MiTek' is always required far stability and to prevent couple with possible personal injury and Oregon, damage. For genera guidance regaNmg line fabdcaton, storage. delivery. ereNOn and bradng Oftmsses and Muss systems. see ANS)i Oual@yCrkedo, DSB49 and Best Building Component 6904 Parke East Blvd. SMeylnrormarion avag "in Truss Plate Institute.218 N. Lee Street, suite all, Alexandria, VA 22314. Tampa, FL 36610 Job russ Truss Type Qty Ply T17598096 Poles 1952051-GROZA-ROHAN V01 Valley 1 1 Job Reference (opfonal) Bullaers rust bounce, "ant ury, rL-bAa00, ID:4RrVDIkAuFgVuWAL75snb=ON2.v UFgXQkzclHbPy_7EOIjGnV4WSWYulPIwBN?yxr4U Sits o Scale=19.4 soo 12 2 3 1 rb d a 2x4 i 2x4 0 - 0 4-0 D - 0 3-114a Plate Offsets (XY)— (2'0-3-0Ed el LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate GNP DOL 1.25 TC 0.07 Ven(LL) n/a - Na 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n1a - file 999 BCLL 0.0 ' Rep Stress Ina YES Wit 0.00 HomiCT) 0.00 3 n/a file BCDL 10.0 Code FBC2017YTPI2014 Matrix-P Weight: 10 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SIG No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. REACTIONS. (Ib/s¢e) 1=112/310-13, 3=112/3-10.13 Max Hoe 1=11(LC 12) Max Uplift 1=39(LC 12), 3=39(LC 13) FORCES. (Ito) -Max. Compmax.Ten.-All forces 250(lb) or less except when shown. NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=l.2psf; BCDL=5.Opsf; h=t5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterjor(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chard bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 3. A liq�e `,,,0`n`PSll �,�' No 39380 OR ID E"C�`. ,J11111� Thomas A Albert PE No.39380 Melt USA Inc, FL Carl 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 15,2019 ®wA U1MG-Veritydesign parametera and READNDTfS ON THIS AND INCLUDED MITEKREFERENCE PAGE MIA7473 rev. 1N034015BEFORE USE. Design valid far use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual buileling component, not a truss system. Mature use, the building designer must vent' 0e applicability of design parameters and prepedy momporate this design me Pe overall individual truss chod! members only. Additional temporaryand permanent bracing MiTek' builiingdesign. Smaing indicated Is to prelvent Welding of web andfor Is always required for liability and to prevent collapse with passible personal injury and property damage. Far general guidance regandilg the fabnestra. storage. delivery, erection and bracing of busses and truss systems,see ANSr/TPH Guallly attend, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Sarerylnformalon available Mom Truss Plate Institute.218 N. Lee Street, Suite 312. Alexandria, VA 4314. Tampa, FL 36610 Job as Truss Type Oty Ply T1]598097 1952051-GROZA-ROHAN V02 Valley 1 7 Job Reference (optional) Builders Forst Jource, nam ury, rL- deaoo, a 2x4 i 2 ad 11 44 = 4 047b"" a ID:?RrVO1kAuFgVuVYAL75snbmON2-N9LsSOY2VHkwl_8%kldgxpxlUrl FURePgfNRyxr4T LOADING (poll SPACING- 2-0-0 CSI. DEFL. in (loc) 1/de0 L/d TCLL 20.0 Plate Grip DOL 1.25 TO 0.16 Vert(L-) We - Na 999 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(CT) Na - We 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(C'T) 0.00 3 nfa nfa BCDL 10.0 Code F8C2017/TPI2014 Matrbc-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ibfsize) 1=127/7-10-13, 3=127/7-10-13, 4=330l7-10-13 Max Hom 1=28(LC 12) Max Uplift 1=56(LC 12), 3=61(LC 13). 4=91(LC 12) Max Grav 1=131(LC 23). 3=131(LC 24), 4=330(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. WEBS 23=218/279 2x4 Scale = 1:14.6 PLATES GRIP MT20 24411SO Weight: 24 to FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15it, Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3.4. No 39380 O : : 1T x 0, yj N: Thomas A Albans PE No.39380 MITek USA, Inc. EL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 AWARMNG- Verhy Caslgnpammefem andREAD NOTES ON THISANDINCLUDED M?£KREPEPENCE PAGEM11.7m rev, 10'lxf/t015BEFORE USE. Design vatid for use only with MPSM connectors: This design is based only upon parameters Shown, and Is for an Individual budding tamperer, not a Wss system. Before ...,the building designer must verily the applicability of design parameters and proper emworte area design into be overall burYJing individual Was chord members only. Additional temporary and loading 1/ MiTek' buildingdesgn. Bracing Indicated is to prevent of webandre pemlanent is always required for Stability and to prevent collapse wM possible personal Npsy and proper damage. ForgenemlguidanceregaNingthe lallcagon, storage,delivery. emotion and branding ofbusses and muss systems, see ANSp PIIQo.IHYCfifeda,DSa89add BC5l Buildi09Componedf 6904 Padre East Blvd. SarerylnPormadon available from Truss Plate Insglute, 218 N. Lee Street, Suite 312, Atexandda, VA22314. Tampa. FL 38610 Job Truss 0ty plyT7759B098 jTm5syTyp_e 1952051-GROZA-ROHAN V03 t 1 Jab Reference (opt'onap Builders First Source, Plant Ully, FL-32566, 2 4 II sets a 8.240 s Jun 82019 MITek Industries, Inc. Mon Jul 15 11:05:53 2019 Pagel 6 Sea i 2x4 11 3x4 Scale= 1:19.4 d Plate Offsets (X Y)— 12:0-3-00-2-4) [4:0-3-0 0-2-41 LOADING (pat) SPACING. 2-0-0 CSI. DEFL. in (loc) Ude6 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 VerhCT) n/a - n/a 999 BCLL 0.0 ' Rep Stress ]nor YES WB 0.11 HOrz(CT) 0.00 5 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrbr-SH Weight: 3716 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=222/11-10-13, 5=222/11-10-13,6=500/11-10.13 Max Hoe 1=41(LC 16) Max Uplift 1=99(1_13 12), 5=107(LC 13), 6=121(LC 12) Max Grav 1=223(LC 23), 5=223(LC 24), 6=500(LC 1) FORCES. (Ib)-Max. Comp./Mal. Ten. -All forces 250(Ib) or less except when shown. WEBS 3�6=329/370 BRACING. TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-secend'gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpl-0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) i except (jt=lb) 5=107,6=121. 1 `,o'.PS A- q4' ,',,i i EMSF No 39380 -01 0• 4441 "III0 N A\- E����, Thomas A. Alban! PE No.39380 MBek USA, Inc. FL Cert 6634 69134 Parke East Blvd. Tmpa FL 33610 Date: July 15,2019 ®WARNING - VerHy deelgn parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE 01.7473 rev. 1WOM015 BEFORE USE Design valid br use ony with MReM conneclora. This design Is based any upon parameters shmvn, and Is far an IMividual bi uding component not a Vuss system. Before use, the building designer must very the applicabily of design parameters and pmpeM Incorporate this design into Me overall buildingdesign. Biracial, indicated is to prevent buoy ing 0 indidual Vuss web andlor chord members ony.Millians temporary and prmaneM bracing MiTek' Is always required for stability and to prevent collapse with possible personal injuryand property damage. Fergeneral guidarra regari ing lha fabdwtion,storage,delivery,erepioa and bracing oltmssesaM buss syrems, see ANSITPH Quality call DSB419 and Beer Building component 6904 Parke East Blvd. Saletylnlorme ton avalabla from Truss Plata lmat , te, 218 N. Lee Street, S Ae312, Alexandra, VA M14. Tampa. R. 38610 T17598099 ID:?RrVDIkAuFgVuVYAL75snbwON24MvFfMZgGbtTWv2L5RGsN8L4Cu9t Ojbt3P IStyxr4S 5841 10-5.8 1&0-0 SbA 4.114) F 5b-8 4x6 = 5.00 FIT 4xe = Scale=1:25.9 Us O 6 5 3x4 C 2x4 II 2x4 II LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (too) Well Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) ma - n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Mahixr SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.2 BOTCHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 15-10-13. (Ib)- Max Hom 1=-41(LC 13) Max Uplift All uplift 1001b or less atjoint(s) 1, 4 excepl5=146(LC 8), 6=-146(LC 9) Max Grav All reactions 2501b or less atjoint(s) 1, 4 except 5=466(LC 24). 6=466(LC 23) FORCES. (Ib)-Max. Comp-IMax.Ten. -All forces 250(Ib) or less except when shown. WEBS 3-5=3421360, 2-6=.342/360 PLATES GRIP MT20 244/190 Weight: 52 lb FT=20% Structural wood sheathing directly applied or 6-0.0 out purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Ops1; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantileverleft and right exposed ;C-C for members and forces & MVUFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Gable requires Continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live leads. 6) • This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift atjoint(s) 1, 4 except (jt=lb) 5=146,6=146. p'OPS 1 A E 4 4 6,,,, .9 'i No 39380 0R�OPG���` j0 N A' Thomas A. Albert PE NQ39380 MITek USA, Inc. FL Cart 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING - Vedry Crsign parsmeters antl READ NOTES ON MS AND INCLUUD MITEK REFERENCE PAGE M A74TJ rev.1 04031a015 BEFORE USE Design valid kr use onVwab MRekglconneatots. This design Is based only upon parameters shown, and is for an Individual balding component, not a truss system. Before use, Use building designer must verify the appicabild, of desyn parameters and property IncoMmete this design into Me ovxran building do slain. Bracing indicated is to buckling of lndwidual truss web andlor chord members ony. MdNonaltempomryaMpetmmentb=hg present is always re,.badfor stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the MiTek' fabdration. storage, delivery, erection and bracing of lushes and truss systems, see AU=Kif Quality Criteria, PS849 and SCSI Building Component 6904 Parke East Blvd. Seretylnformation available Gem Truss Rate Instaute.218 N. Lee Street, Suite 31Z Alexandria, VA22314. Tampa, FL 36610 Truss Type Ory Ply T7759810D rJob 051-GROZA:ROVAN�Valley 1 1 Job Reference o tonal guilders First Source, Plant City, FL-32W6, 8240sJun 82019 MTek Industries, Inc. Mon Jullo Tl:ub:oAzum rages ID:?RrVDIkAuFgVuVYAL75snbmON2JYSdtiallu?Ka38Xf9n5wMuFwlTGjt2k5jgr Kyxr4R 5EE 14.5E 20-0-0 SE-8 8-11-0 5EE 5.00 12 4x6 = 2 10 2x4 11 44 11 4 Scale = 1:32.4 3s4 i 9 8 7 6 3x4 C 2k4 II 3x6 = 2x4 II 2x4 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) Na - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 n/a n1a BCDL 10.0 Code FBC2017TTPI2014 Matra-SH Weight: 66 lb FT=20% LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 19-10-13. (lb)- Max Hone 1=41(LC12) Max Uplift All uplift 100 lb or less aljoint(s) 1, 5 except 7=184(LC 9), 6=133(LC 13112) Max Grav All reactions 2501b or less at joint(s) 1, 5 except 7=412(LC 24), 6=437(LC 1). 9=437(LC 1) FORCES. (Ib)-Mai Comp./Max. Ten. -All forces 250(Ib) or less except when shown. WEBS 3-7=3461346, 4-6=305/320, 2-9=305/320 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=1.2psf; BCDL=5.Opsf; h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(=) 0-9A to 14-D-5, Interior(1) 14-0-5 to 14-5-8, Extedor(2) 14-5E to 19-2-15 zone; Cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pointing. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joinl(s) i, 5 except (lt=lb) 7=184, 6=133, 9=141. 'oPS4A. 4 Q & �. Na 39380 1 0 ' ��� Thomas A. Albans PE No.39380 MiTek USA, Inc. R. Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: July 15,2019 ®WARNING - widly deslgo poramelers antl READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 m. 111`032005 BEFORE USE. aw— Design valid or use ony wan MTek&connecors. This design Is based only upon parameters shown, and Is for an indiodua building component rim my 21 a truss system. Before use, Ns building designer must worry me applicability of design parameters and property ocisTmate the design Into the overall buildingdesign. Bracing Indicated is to prevent buckling pLndiAdual truss web andlor Nord members only. Additions? temporary and permanent bracing M!Tek' In always required for stability and to prevent coi with possible personal injury and Property damage. For general guidance regarding the fabdration. st02ge,delivery, erection and bating of Uusses and buss systems,see ANS14PIi Quality Contra, D5889 and BCS1 Building Component 6904 Parke East Blvd. Salerylneormafion available Man Truss Plate Institute. 218 N. Lee Skeet Suite 31Z Mecepted, VA 22314. Tampa, FL 36610 Job Truss Truss Type Cry Ply T17598101 1952051-GROZA-ROHAN VO6 Valley 1 1 Job Reference (optional) Builders First 50Ufae, Plant Ury, mL-J2a50, ^ 8,240 a Jun 0 ZU19 Mi I ex MCUTAnes, Inc. Man Jul 10111Ub:002U19 Pege1 ID:7RrVDIkAuFgVUVYAL75snbmON2nk0741 awnC7Bm0ijDslKSZRL7hrDSJ WIKNuPXmyxr40 son 12 4x6 = 2 2x4 II 10 3 11 Scale = 1:38.9 3x4 4 9 8 7 6 3x4 a, 2x4 II 2x4 II ass = 2x4 II LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017frPI2014 CST. TC 0.60 BC 0.27 W43 0.15 Matrix-SH DEFL. in ([so) Udeft L/d Vert(LL) Na - Na 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 5 n/a n/a PLATES GRIP MT20 2441190 Weight: 78 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 23-10-13. (lb)- Max Horz 1=41(LC 13) Max UpIA All uplift 100 It, or less at joint(s) 1, 5 except 8=281(LC 9), 6=157(LC 8), 9=157(LC 9) Max Grav All reactions 250 lb or less aljoint(s) 1, 5 except 8=643(LC 23), 6=505(LC 1), 9=505(LC 1) FORCES. (Ie)-Max. Comp./Max. Ten. -Aft forces 250(Ib) or less except when shown. WEBS M8 520/512, 4-6�3611385, 2-9=3611385 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Exterior(2) M-1 to 140.5, Intenor(l) 14-D-5 to 18-5-B, Exterior(2)18-5-8 to 23-2-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Gable requires continuous bottom chard bearing. designed `IIIIII 111IIP,,it, 5) This truss has been fora 10.0 psf bottom chord live load nonconcument with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide �PS A. will fit between the bottom chord and an other members. r `% „�T.•'�CENS'' : V F'••, � 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 5 except (jt=1b) � � 8=281,6=157,9=157. No 39380 i P:'�=�• 0.. R 1 O C? % 0N Thomas A Albans PE No.39380 MTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: July 15,2019 ®wAaNIND- venlydealgn Parameters dud READ NOTES ON THISANDINCLUDEDMITEKREFERENCEPAGEMI-TO3 mv. 10103/1015BEFOI S WE. Design valot for use onlywM MfTek®cmmec(ms.This tlesign is based only upon Parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must vent' the applicability Of design parameters and property Incarocrate this design into the overall burdingdesim. Boeing indicated is to prevent buiding ofindMdual Was web andlor Nord members duty. Additional temporary and penamern bracing 6 always required for stability and to prevent collapse with possible personal injury and property damage. Forgenerelguidanceagadingthe MiTek' fabrication, statute. delivery. erection and among of Woes and muss atems. see ANSVTPI1 Ouolify Cnterlo, DS13419 and aCsl aullding Component 6904 Parke East Blvd. Sorefylnlarmedon available(mm Truss Plate Institute.218 N.Lee Street, auto 31Z Alexandria, VA22314. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 314' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths., Apply plates to both sides of truss and fully embed teeth. 0-/1ii For 4 x 2 orientation, locate plates 0- °+s' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request PLATE SIZE The first dimension is the plate 4 x. 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated symbol shown and/or by textth in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. 'Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIITPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for, Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.: Numbering System 648 I Idimensions shown alixteenths (Drawings not too scale) 1 2 3 TOPCHORDS 0 of O 2 U a 0 F- JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSlrrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camberanon-structural consideration and Is the responsibility lity of Truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that Trusses are designed for wind loads in the plane of the specified. truss unless otherwise shown. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. Lumber design values are in accordance with ANSI/TPI 1 14 Bottom chords require lateral bracing at 10 ft. spacing, section 6.3 These truss designs rely on lumber values or less, if no ceiling Is Installed, unless otherwise noted, established by others. 15. Connections not shown are the responsibility of others. © 2012 MiTek® All Rights Reserved MITek" MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture In accordance with ANSI/rPI 1 Quality Criteria.