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Home My WebLink AboutTRUSS PAPERWORKit - RC., OU/L/ F - RJIVI r f LLlra (r11VCVV000 4 IVIUU.! St Lucie a-U* Site Information: Customer Info: RJM Custom Homes Project Name: Allih Model: .. Lot/Block: .. Subdivision: .. Address: 4705 Elm Ave.,_ City: Fort Pierce State: FL MiTek USAr Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 80 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. INo. Seal# Truss Name Date No. ISeal# JTruss Name Date 1 - T16719978 Al 4/8/19 18 IT16719995 JA18 4/8119 I2 IT16719979 IA2 I4/8/19 I19 IT16719996 IAIs I4/8/19 3 �T16719980 IA3 418/19 20 T16719997 A20 14/8/19 I4 IT16719981 IAa I4/8/19 I21 IT16719998 IA21 1418/19 I5 IT16719982 A5 I418/19 22 IT16719999 A22 I4/8/19 16 IT16719983 IA6 14/8/19 123 IT16720000 IA23 I4/8/19 7 IT16719984 IA7 4/8/19 124 T16720001 A24 4/8/19 8 T16719985 IA8 14/8/19 125 1 16720002 A25 4/8/19 9 - T16719986 A9 - 4/8/19 26 T16720003 B1 4/8/19 l0 T16719987 A10 418/19 27 T16720004 B2 4/8/19 I11 T16719988 IA11 14/8/19 128 IT16720005IB3 14/8/19 I I12 T16719989 Al2 I4/8/19 I29 T167200076 Ba 14/8/19 I13- T16719990 A13 I4/8/19 I30 IT16720007 B5 14/8/19 14 T16719991 IA14 I4/8l19 I31 IT16720008 _ IC1 14/8/19 I15 T16719992 A15 4/8l19 32 T16720009IC2 4/8/19 16 T16719993 IA16 1418/19 133 IT16720010 IC3 14/8/19 I17 T16719994 IA17 14/8/19 134 IT16720011 IC4 14/8/19 I - Thetmss drawing(s) referenced above have been -prepared by MiTek USA, Inc: under my direct supervision based on the parameters provided by Tibbetts Lumber Company-Pahn Bay. Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSlrrPI 1. These designs are based upon p arameters shown (e.g., loads, supports, dimensions, shapes and de signcodes), which were given to MiTek. Any project specific information included is for MiTews customers file reference purpose only, and was not taken into account in the pr eparation of .. these designs. Mi Tek has not indepen dently 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 property incorporate these designs into the overall building design per ANSUTPI 1, Chapter 2. jwO '�c E N No 681 *.4 NA1. 6904 Parke East Blvd. Tampa Fi 33610 Date: April.8,2019 ORegan,Philip lof2 Wrt RE: 507277 - RJM / ALLIH (PINEWOOD 4 MOD.) Site Information: Customer Info: RJM Custom Homes Project Name: Allih Model:.. LoVBlock: Subdivision:.. Address: 4705 Elm Ave. — City: City: Fort Pierce State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 No. Seal# Truss Name Date No: ISeal# Truss Name Date 35 T16720012 CJ1 _ 4/8/19 -78 IT16720065 IV7 - 4/8119 36 T16720013 JCJ1E 4/8/19 179 T16720056 JV8 4/8/19 37 T16720014 JGJ2 4/8/19 180 IT16720057 IV9 4/8/19 38 IT16720015 JCJ3 4/8119 I I I I I 1 1 I I I I 39 T16720016 ICJ3A 4/8/19 40 T16720017 ICJ3E 111114/8/19 41 'IT16720018 ICJ5 14/8/19 IT16720019 ID1 14/8/19 k42 43 IT16720020 ID2 14/8119 44 IT16720021 ID3 418/19 45 T16720022 D4 4/8/19 46 IT16720023 IEJ1 14/8/19 47 IT16720024 IEJ2 14/8/19 48 T16720025 1EJ3 14/8119 49 IT16720026 EJ5 4/8/19 50 IT16720027 EJSE 4/8/19 51 T16720028 JEJ6 4/8119 . 52 T16720029 1EJ6A 4/8/19 53 T16720030 EJ6B 4/8/19 54 T16720031 EJ6C 4/8/19 55 T16720032 EJ7 4/8/19 I56 ITfl 720033 EJ7A 14/8/19 I 172003457 EJ76 14/8/19 _ 58 IT16720035 EJ7c 14/8/19 59 T16720036 EJ7D 4/8119 60 _IT16720037 IEJ7E 14/8/19 11 IT16720038 IERH 14/8/19 62 IT16720039 JEJ7J 4/8/19 63 IT16720040 JERK 4/8/19 64 T16720041 EJ7L 4/8/19 65._._T_16720042_ H1_____ 4/8/]9 I66 IT16720043 1112 14/8/19 67 IT16720044 JHJ2 4/8/19 68 IT16720045 HJ3 4/8/19 69 116720046 H:15 4/8/19 70 T16720047 HJSE 4/8/'19 71 T16720048 HJ7 4/8/19 72 T16720049 K1 4/8119 73 IT16720050 IP81 4/8/19 74 IT16720051 IP82 4/8/19 75 IT16720052 JV1 4/8/19 76 IT16720053 JV2 4/8/19 77 T16720054 V6 4/8/19 2of2 • r. Lumber design values are in accordance with A 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 507277'- RJM /ALLIH (PINEWOOD 4 MOD.) MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: RJM Custom Homes Project Name: Allih Model: .. Tampa, FL 336104115 Lot/Block:.. Subdivision: .. Address: 4705 Elm Ave. — City: City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017ITPI2014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 2 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that Iam the Truss Design Engineer and this index sheet conforms to 6.1 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. Seal# Truss Name Date 1 IT16735618 IEJ5A 4/9/19 12 .IT16735619 IEJ7M 4/9/19 1 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc, under my direct supervision based on the parameters provided by Tibbetts Lumber Company -Palm Bay. Truss Design Engineer's Name: 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 certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs. comply with ANSIrFPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and de sign codes), which were given to MiTek. Any project specific information included is forMiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. Mi Tek has not indepen dently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs .into the overall building design per ANSI/TPI 1, Chapter 2. PG N No 39: --�g1111►H•' Thomas A Man] PE N6 39380. Mrrek USA, Inc FL Cert 6634 6904 Parke East fiNd. TempaFL33610 Date: April 9,2019 Albani, Thomas 1 of 1 Job Truss Truss Type Oty Ply RJM/ ALLIH(PINENOOD 4 MOD.) T16719978 507277 A7 W ROOF SPECIALGIRDER1 ' Job Reference (WConaO ..uuem....ud,..".,."y. rmm ody,r�-maw, o<vua"cecLvioMu ee inouNles, me. Men Apr 6 pS:bb:49Zg19 Page'I ID:OBbyw7VzIWKsO0VJ1 iZM9LtX2haan81W3LgC7V83JwZuA9ubA5KOuWfTrx9rmG¢St?B tsar z-00 3-0O &i< 1I t]88 I�H-idtl-t-1� 1p8B ti3ti z2-bts YrdA 1a80 3aea 4So�t�7L 1%l A a 2-0-0 3-00 Sbd SfS1�-a1d GBL gp2o y.Sp lye Scale=1:88.8 8.00 12 axis ]a = Sx8 = 5x8 = _ 6x6 2x4 II 3x4 II 7x8 = 4x10 = 2x4 11 6x6 = 7x8 = 4x4 = 64 NOPM STP =3 4 085 6 7 839 40 41 9 42 43 ig 10 11 45 46 7 46 12 49 50 51 52 135314 15 5x8 - 34 r'4 55 033 57 58 32 ryI¢1,3 1 1 44-'= 2x4 II 7xB - Bx6. = 27 60 91 28 62 63 64 25 65 72 73 74 20 3x8 113029 28 5x12 i. 2x4 II 7, C 24 '6667 68 23 69 70 71 22 21 extol C 18 6x8 % 3x4 I 10A7 12 axe MT20HS C 12.00 12 19 2x4 I 6a MT20HS axle Q 3x6 II el i 467y LOADING (par) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina NO Code FBC20171TP12014 CSI. TC 0.82 SC 0.93 WB 0.80 Matrix -MS DEFL. Ven(LL) Vert(CT) Horz(CT) Wnd(LL) in (loc) War Vd -0.29 23-24 a999 360 .0.56 23-24 -743 240 0.16 IS n/a n/a 0.4523-24 a918 240 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight 640Is-FT=20% LUMBER. BRACING. TOP CHORD 2x6 SP No.2'Excepr TOP CHORD Structural wood sheathing directly applied or 6-M oc purtins, 1-3:2x4 SP No.2 exceptend verticals, and 2-0-0 ocicudins (5-6-13 max.): 3-14, 15-17. BOT CHORD 2x4 SP No.2 *Except- BOT CHORD Rigid ceiling directly applied or5<-11 ocbracing. Except: 2.31,20-21: 2x4 SP SS 10-0-0 oc bracing: 29.31 WEBS 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 17,31 REACTIONS., (Ib/size) 18=2370/Mechanical, 2=986/0-8-0, 32=5836/0-9-3 Max Hom 2=122(LC 25) Mali Uplift 18=-1403(LC 8), 2=1696(LC 8), 32=4857(LC 8) Max Grav 18=2511(LC 30), 2=999(LC 17), 32=5836(LC 1) FORCES. (1b)-Max. Comp.tillTen. - All forces 250(lb) or less exceptwhen shown. TOP CHORD 2-3=-1857/3254, 3<=-39913103, 4-5=39OM101, 5.6=3556/4749, 6.7=3337/4488, 7-8=438/0,8-9=463/0,9.10=7548/4000,10-11=7550/3999,11-12=-5808)3114, 12-13=47472633, 13-14=601913314, 14-15=61851J371,15-16=2769/1546, 16-17=807/449, 17-18=2536/1428 BOTCHORD 2.34=2847/1617,33-34=2731/1528,32-33=6405/4030,31-32=6131/3830, 6.31=425/449, 27.28=-1135/1051, 26-27=2397/4898, 25-26=239714898. 24-25= 12477791, 2324-3236/6102, 22-23=3236/6102 21-22=352716469, 20-21=380216863.19-20=2553/4624 WEBS 3-34-1261/946,3-33=1725/0,4-33=373/406,5-33-7041/6667. 5.32=435873188, 5.31=.1672396, 28-31= 152011412.7-31-5343/3737. 7-28=18492020, 7-27=-12062566, 8-27=-571/448, 9.27=49952915, 9-26 7/401, 9-25=-1715/2923, 11-25=2386/4642,11-24=50082833,12-24=-384233,12-23=0/525, 12-22=1632f776, 13-22=35292126,1321=1832/3377,14-21=14142561, 15-21=15121917, 15-20=45492505,16-20=3022/5585,16-19=59755317, 17-19=-13262382 NOTES. 1) 2-ply truss to be connected togetherwith 10d (0.131•x3) nails as follows: Top chords connected asfollows: 2x4- 1 row at()-9-0 oc, 2x6.2 rows staggered at 0.9-0oc. Bottom chards connected as follows: 2x4 -1 row at 0." oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) Al loads are considered equally applied to all plies, except if noted as front IF) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to dishibule only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=B.Opsf; h=15ft; B=60ft; L=57ft; eave=7ft; Cal. 11; Exp C; Encl., GCp1=0.18; M WFRS (directional); cantilever left end right exposed ; porch left exposed; 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. Fill�11111111//� ,%Q��P G E N SFC92 No 581213 R;;ski,: ONIA' i�Ca%. Ph18pJ.0'Re9an PE No:58126 MRek USA, Inc. FL Cert6834 6904 Parke East Blvd. Tampa FL=10 Date: April 8,2019 Pa" East 61W. ,FL 36610 L Jab Truss Truss Type- Oty Ply RJM/ ALLIH(PINEVu00D 4 MOD.) A T16719978 507277 Al ROOF SPECGIRDER 1 as 'ono G Job Reference Tibbetts Lumbar Company, Pell Bay, FL-32905, 8.240 s Dee 62018 M7ek Industries, Ina. Mon Apr 8 05.55:49 2019 Paget ID:OBbyw7VzIWKs00YJ1iZM9Uz%2ha-m81W3LgC7V83JwZuA9ubA5KOuVVriTrx9nMGaSl78 NOTES- 7) The Fabrication Tolerance atjoinl 24 =16% 8) This truss has been designed fora 10.0 psf bottom chord live load nonconcurent with any attentive loads. 9) •This truss has been designed fora live load of 20.Opsf on the boftam chord in all areas where a rectangle 3-6-0 tall by 240-0 wide will fit between the bottom chord and any other members: 10) Refer to girder(s) for truss to truss can medians. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1403 to uplift at dint 18. 1696 lb uplift at joint 2 and 4857 to uplift at joint 32. 12) Graphical pudin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 111 He down and 90 He up at 14-0-12, 190 to down and 125 lb up at 1 GO-12. 202 lb down and 161 lb up at 18-0-12. 2021b down and 161 lb up at 20-0-12, 202 He down and 161 to up at 22-0-12, 202 He tlown and 161 Ib up at 24-0-12, 202 to down and 161 lb up at 26-0-12, 201 lb down and 164 He up at 28-0-12, 203 He down and 193 lb up at 30-0-12. 203 lb tlown and 193 lb up at 30.94, 203 lb down and 193 lb up at 32.94. 203 to down and 193 to up at 34-94, 2031b down and 193 Is up at 36-94, and 203 to down. and 193 Be up at 38-94. and 201 lb down and 161 lb up at 40.94 on top chord, and 220 Ib dam and 299lb up at 2-0A 2, 459 lb dawn and 610 lb up at 4-0-12, 459 to down and 610 to up at 6-0-12, 459 Ib down and 610 Ib up at 8-0-12, 459 lb down and 610 Ib up at 10-0-12, 4591b down and 610 He up at 12-0-12. 221 to down and 69lb up at 14-1-6, 851b tlown and 71 He up at 164-1, 66 Ite dam and,35 lb up at 18-0-12, 66 lb down and 35 lb up at 20-0-12, 66 Its dawn an 35 lb up at 22-0-12. 66 lb tlown and 35 He up at 24-0-12, 66 lb dam and 35 lb up at 26-0-12, 67lb down. and 32 lb up at 28-0-12. 81 to tlown at 30.0.12. 81 Ib down at 30-94, 81 Ib down at 32-9<, 81 lb down at 34-94, 81 to tlown at 36-9-0, 81 He down at 38-94, 68 to down and 38 th up at 40-94, 1591b down and 110lb up at 42-94, and 159 lb dawn and 110lb up at 44-94, and 159 th down and 111 Ib up at 46-7-8 onbottomchord. The design/selection of such connection device(s) is the responsibility of others. LOAD.CASE(S) Standard 1) Dead, Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plt) Vert:1-3=54, 3-14=54, 14-15=54,15-17=54, 31-35=20, 29-30=20, 28-29=-20, 27-28=20, 2527=-20, 24-25=20, 22-24=20, 21-22=20, 20-21=20, 19-20=20, 18A9=-20 Concentrated Loads Loatls (th) Vert: 28=74(F) 20=147(F)'33=459(F) 5=13(F) 7=92(F) 39=107(F) 41=A07(F) 42=107(F) 43-107(F) 44=107(F) 45=106(F) 46=109(F) 47=109(F) 48=109(F) 50=109(F) 51=109(F) 52=109(F) 53=105(F) 54=220(F) 55=459(F) 56=459(F) 57=459 fl 58=459(F) 59=189(F) 60=60(F) 61=60(F) 62=60(F) 63 -60(F) 64=60(F) 65=-60(F) 66=-57(F) 67=57(F) 68=57(F) 69=-57(F) 70=57(F) 71=-57(F) 72=61(F) 73=146(F) 74=146(17) ®wARNfNO- WdydeelpwparamaNm sediZEAD NOTES ON TH19AND INCLUMMOT:NNEFERENCEPABEAVA703mu, 1a0Y10180EFORE We Desgnwrd for use o*wM MTeMcannapors. ThS design is Easetl only upon 0aromaten shown, and 5 foran indwkual building component, Me a ass system Before use. Me W'Wilp dagnermustwrdythe applicable, ofde9pn parameters and properly inmmpmte MW design elders awmg ■ Wildogdosgn.-Bmdrgkgi MLtaprewm WWk ofMWualWmbandror MoNmembemont,. AUdlonallempamyeMpmmanentbmdr, MiTek' isallaysmguadforsMbMyar topreventmba ecall Mssm personal N7uryandpmpemydamage. Forgenemlgueancaregvd'mgthe fabriudian,storage, deMa. erection all troche oftmsses and ass Systems. see ANSUrPll Quality Gerede, OSB-09 and Beal sending Componerd 6904 Parke East all. SaleylMormall. ewlable am Truss Plate [reduce. 218 N. Lee Sheet, Sure 312, AlexaMda, VA 22314. Tana. FL 36810 Job Truss Truss Type If Ply RJM I ALLIH(PINEWOOD 4 MOD.) _ _ Ti6719979 507277 A2 ROOF SPECIAL 1 1 Job Reference ions I moens Lumber tympany, warm Day, rL-azew, a4aosueo D al o ran ex mauames, Ina mon „pro UO.00.Ua 4ua rages ID:OBbyv7VzJNMs00YJ1 iZM9LP&2haMr87S?D7N Wm WgDNcNiORSYIULHll rv9KA6UzSt_w 17-5a aL-0 s00 Pau IaM iS160 W 2M-10 i]-0O '1684 s0.iA sa7a as58 ao-z4 z-oa I soa I aat4 an�o&ataa 1112 ruse Imo. a sr< I ss-12 I sloe I s-1a Scale=1:87.1 3xB = 4x8 = 3x8 = 6.00' 12 - 5vt; _ 3x6 = 3x4 11 54 = 34 = 2x4 II 54 33 3 4 fu4 J5 5 8 7 8 38 9 to 11 37 3512 13 NOP2X STP d d 3 - 4x6 = MEN 9xB2524 23 5x10 5x10 � 20 19 18 17 16 3x4 II 6x 6xe -- 3x6 = 4x6 = 3x8 = 3x6 II 10.47 12 12,00 12 15104 1.14 s00�1a-&8 'M R W2 zb64 saS L 714-2 a&14 �500 P9A 1-7-011-1 P0-t2 -0O S7i S&12 5-108P9A 1-7d11-1 Po-12 -00 S7i S&1z S1oE S1d Plate Offsets 0-2-0�[5:0-3-8 0-1-8�f8:0-3.0 0.3.0��12:0-3-0 0.3-0�f13:0-3-0 0-1-8��8:0-3.0 0.3.0��12:0-3-0 0.3-0��13:0-3-0 0-2-0��17:0-3-6 0-1 A,[20:0-2-11 E0Be1�6:0-2-12.0-2-813:0-3-0 0.2-0��17:0-3-6 0.1A,[20:0-2-11 EtlBe�6:0-2-12.0-2-81 LOADING (pst) SPACING. 2-0-0 CSL DEFL. in Doc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) OA2 27-28 >420 240 - MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.67 21-22 -708 240 BOLL 0.0 ' Rep Stress Ina YES WB 0.80 Horz(CT) 0.04 16 n/a Na BCDL 10.0 Code FBC2017/rP12014 MaMx-MS Weight 2911b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SPNo.2 WEBS 2x4 SP No2 BOTCHORD JOINTS REACTIONS. (lb/size) 16=1105/Mectianical, 2=348/0-8-0, 27=2259/0-9-3 Max Hoe 2=168(LC 11) Max Uplift 16=-593(LC 12). 2=-622(LC 12), 27=-1538(LC 12) Max Grav 16=1106(LC 22), 2=366(LC 21), 27=2259(LC 1) FORCES. Qb) -Max.. CompJMax.Ten. - All forces 250(lb) or less except when shown. TOP CHORD 2.3=24111012, 34=1731982.4-5=1100/1723, 5-0=954/1241, 6-7=906/1197, 9-10=4998/1425, 10-11=-1995/1421,11-12=-1659/1264, 12-13=-1845/1419, 13-14=1805/1295,14-15=1783/1323,15-16=-10691793 BOTCHORD 2-28=806/164,27-28=-735/62,26-27=1723/1327,22-23=363/527,21-22=69911202. 20-21=-1368/2302, 19-20=1195/1850,18-19=1019/1546, 17-18=-1399/1867 WEBS 3-28=337/23, 4-28=835f741, 4-27=1350/1522, 5-27=1413/615, 5-26=392/l290, 23.26=-535/680,7-26=-1863/1559,7-23=8861625,7-22=-530/1071,9-22=1444/1104, 9-21=-630/1014, 11-21=-626/1241, 11-20=1407/821,12-20=251223, 13-19=258/494, 14-17=936/836, 13-18=49/302, 14-18=3841393,15-17=15032017 SWctual wood sheathing directly applied or 34-7 oc pudins, except end verticals, and 2,0-0 oc pudins (4-0-1 max.):3-13, 14-15. Rigid ceiling directly applied or4-11.8 oebracing. Except 10-0-0OG bracing: 24-26 1 Brace at Jqs): 26, 15 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mphl TCDL=4.2psf,, BCDL=6.Opst h=15ft; B=60ft; L=57ft; eave=7ft; Cal. II; Exp C; End'., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-OA3 to 3-7-10, Interior(1) 3-7-10 to 54t-0, EMedor(2) 5-0-0 to 104". Intedor(1) I G-8-6 to 39-7-0. Exteiior(2) 39-7-0 to 45-S-8, Intenor(l) 45-5-8 to 48-54 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces 8 M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Previde 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 par bottom chord live load noncorimment with any other live loads. 6) - 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. 7) Refer to girder(s) for truss to truss cennec0ons. 8) Pravda meth anlcal connection (by others) of buss to bearing plate capable of withstanding 5931b. uplift at joint 16, 6221b uplift at joint 2 and 1538lb uplift atjoint 27. 9) Graphical pudin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. ``\�\P `t',.XCEN8F.1,,'00 No .58126 'c rr 4(1 Phlip J. O'Regan PE NaM126 Mlrek USg lnt FL Cert 6634 6904 Parke Fast Blvd. Tames FL SM10 Date: April 8,2019 1 1 f Job Truss Truss Type Oty Ply RJM/ALLIH(PINEWOOD4MOD.) T16719980 507277 A3 HIP 1 1 Job Reference(optional) Tibbetts Lumber Company, Pan Bay, FL-32905, 8.2405 Dec 62018 MTek Industries, Inc. Mon Apr 8 Cb56:132019 Pagel ID:08byw7VzJWKs00YJ1ZM9UzX2haaminYOL01al511BXyxmsfABMh5h4b NSube5JzSt_m 18-7-0 z-0�a i-0�o ts+too i 1«li-Id i1- a zT }r' za�w a AEI s4atz i ° �o- a." scale =1:86.9 2x4 II 3x6 = 2x4 II 5z6 - 3x6 = 4xe = 2.4 11 5x6 = 2x4 11 3%8 = 5se = 6.00 12 22 21 20 41 42 19 5xe /i23 5z16 9 1Z00 112 sad II 10,47 12 Sx16 C 43 44 17 16 5x8 = 2x4 II des = 16.119 18-11-8 7Z 15-11-0 1S11L a. iaJ-0 i9A,0 a]-]L N-7-0 11%4 7-0ll 1-7d- a+] o-11O 400 py , 1-03 o4a .Plate Offsets (X,Y).- [3:04-0,0-2-81,[9:(-3-0,0-3-01,113:030.0-2-01.117: 0,0-3-01. 119:0A-0.D-2-21 121:0-8-0,0-2-31.124:0.7-0,0-141 LOADING (pal) SPACING- 2-0.0 CST. DEFL. in (Ioc) I/den L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Ven(LL) -0.31 19-20 >999 360 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.6819-20 >576 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.65 Hoiz(CT) 0.05 15 n/a n/a BCOL 10.0 Code FBC20177rPT2014 Matix-MS Wnd(LL) 0.2625-26 >727 240 Weight 291 lb FT=20% - LUMBER- BRACING - TOP CHORD 2x4 SP No.2TOP CHORD Structural wood sheathing directly applied or 34-2 oc pur ins, except BOT CHORD . 2x4 SP'No.2 2-0-0 oc pur ins (4-9-3 max.): 3-13. WEBS 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or4-6-14 oc bracing. Except: 6-0-0 oc bmdng: 22-24 WEBS 1Row at mtdpt 9-20 JOINTS 1Brace at Jte: 24 REACTIONS., (lb/size) 15=1050/MechaniW1,2=382/0-8-0,25=228910.9-3 .. Max Hom 2=260(LC 11) Max Uplift 45=583(LC 12). 2=699(LC 12), 25=1526(LC 12) - Max Gmv 15=1156(LC 18), 2=410(LC 21), 25=2289(LC 1) FORCES. (Ib)-Max. CompJMax.Ten. - All forces 250 gb) or less exceplwhen shown. TOPCHORD 2-3=212/977,34=129/1008,4-5=-691/885,5-6=-691/l385,6-7=-514/1000, 8-9=31/263,9-10=1300/1085,10-11=1308/1085,11-12=-1322/1093, 12-13=1453/1201, 13-14=1686/1295, 14-15=2058/1497 .' BOT CHORD 2-26=627/119, 25-26=806/144, 24.25=1028/977, 6.24=582/1523, 20.21=605f667, 19.20=-306/621, 18-19=808/1427, 17-16=B44/1349,16-17=1202/1756, ' 15-16=1202/1756 - 3-26-433/31, WEBS ,'�" &19 537M4 10-19 815/317581- 853013 8,1218 20 272 83-17=37756483 p �'•'� ��I \��P %\ 14-17=545/599 , ` `(`\; •(✓' NOTES- Z No-581'26 •:'* 1) Unbalanced roof live loads have been considered for this design. * :' 2) Wind:ASCE 7-10; Vult=170Mph (3-second gust) Vasd=82mph; TCDL=1.2psf, BCDL=6.Opsf; h=15ft; B=60ft; L=5714 eave=7ft; Cat II;Exp C; Encl., GCpi=0.18; MWFRS(directional) and C-C Exledor(2)-2-0-13to3-7-10,Intedod1)3-7-10to7-(-0, Extedor(2)7-0-0 7 C to 15-0A2, Inter ogl)15.0-12 to 37-7.0, Exterior(2) 37-7-0 to 45-7-12, Interior(1) 45-7-12 to 48-7-0 zone; cantilever left and right - � •9 : � �'� exposed;porch left exposed;C-C for members and forces& MWFRS for reactions shown; Lumber DOL=1:80 plate grip DOL=1.60 �9 •• ST 441Z 3) Provide adequate drainage to preventwater pending. 4)All plates are MT20 plates unless otherwise indicated. r Z 'iO'n•• designed live load live i�Fs •. �R. 5) This truss has been fora 10.0 psiboffom chord nonconcumentwith any other loads. 6)-Thislive thein all areas where a rectangle 3-6-0 tall by 2.0.0 wide trusswill be designed for a hasen Q �� .iOpsf.iS1ONA111 pp fit ottom chord and enyothe�membefao BCDL Ord 0 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 583lb uplift at Joint 15; 6991b uplift at Philip J-O'BBpm PE ND.58126 joint 2 and 15261b uplift at joint 25. MITek USa Inc. FL Cert 6664 9) Graphical pudin representation does not depict the size or the orientation of the punin along the top and/or bottom chord. 6904 PafBe Fast Blvd. Tampa R.S3610 Date: April 8,2019 AL WARN'INO- VasMy d4a1D1 pemmatua andflEAD MOTO ON 7NISAND INCLUOEU 111alREFERENCEPAGE MP1473 rev. 10=016 BEFORE USE. DesOn vard far use only with MTedscenneetdrs.Tha desgn s based only upon parameters shown, and is for an ach sual buNlnp wmpanent, not a Vass system. Before use, the V difiM desinermust wrifythe applioddery Wdesgn paranetere and wapeM incmparale Vas design We rue owner buNhgdefpn. Bracing IndicatedaW awant bucere, ofVWNdual Was web andlnr chord members ony. Addranaltempareryaldparmeneathnchg M!Tek• u aware requi ed fafstadlity and to Perim wAapsawd, possible personal sharynld prepe"damzga. Forgenenl guBance regemuq Ne fntereoion,storage, delivery, eretlkn and braiding otWssw and tress systems,see ANS)W11 Duardy Cneada, DS8-06 andflCSI Goading Component 6904 Parke Eest BIM. SafeylnrormaUw aveHaWe ham Tress Plate tnstme, 218 N. Lee Street, Sune 312, Alexandde, VAU314. Tampa. R 36810 Job Truss Truss Type Cry Pry RJbM / ALUH(PIN EWOOD 4 MOD.) T16719981 507277 A4 HIP 1 1 Job Reference(optional) mums cmnuei wHlp ny, rem oay, rL-.7ewo, 2x4 II Sxe = 3x6 = 4x6 = 5x8 = B.00 12 q 5 6 7 31 8 2x4 \\ 3 NOP2x SIP =30 29 2 �.1 22 21 6x8 = 44 = 5x8 - 5x12 = 17 1918 36 3.4 11 4x8 - e.4w s mac o m ie ran ex inawmes, inc mon apr a uo:x:m m7tl rage 7 2x4 II 5x6 = 339 10 16 37 15 5x8 = 3x6 = Smle= IMA 3x8 H 35 NOP2X SIP = � 12 14 5xe - 44 = 18a15 6aa 174d 17.4122M" VIA iS74 a6]a 000 . 8 s9-7 1111 _ 5&7 60L ] 7-00 Plate Offsets()(,Y)-- 14:D-3-0,0-2-01 tB:0<-0.0-30] 110:0-3-0.0-2-01 f14:0.3-00.3-01 rl6:0-0-00-3-01 122:0-0-003-01 LOADING (pat) SPACING- 2-0-0 CST. DEFL. in Ooc) War Ud PLATES GRIP .' TCLL 2010 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.35 22-25 >577 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Ven(CT) -0.23 22-25 >878 240 BCLL 0.0 Rep Stress Ina YES WB 0.82 HOR(CT) 0.03 12 n/a n/a BCDL 10.0 .Code FBC2017frP12014 Matrix -MS Weight 294 lb FT=20% LUMBER. 'BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP. No.2 BOTCHORD WEBS JOINTS REACTIONS. (lb/size) 2=478/0-&Q21=2219/0-93,12=1136ID48O Max Hcrz. 2=326(LC 11) Max Uplift 2=738(LC 12), 21=1557(LC 12), 12=-736(LC 12) Max Gran 2=519(LC 21), 21=2219(LC 1). 12=1290(LC 18) FORCES. pb) - Max. CompJMax.Ten. - All forces 2500b) orless exceptwhen shown. TOPCHORD2-3=448/1106,3-4=-241/936,4-5=166/849, 5-6=-652/968, 6-7=652/968, 73=489/673,8.9=1165/897,9-10=1165/897,10-11=1515/1052,11-12=-2070/1337 BOT CHORD 2-22=670/362, 21-22=-5791376, 20.21=752/1110, 7-20=382/1074, 16-17=0/524, 15-16=-477/1160,14-15=102111754, 12-14=1021/1754 WEBS 3-22=315/587,4-22=260/44,5-22=-916/631,5-21=94711283. 7-21=-I 2411624, 17-20=0/533, 8-20=1414/1247, 8-16=615/791, 9-16=341/442, 10.15=254/523, 11-15=fief/629, 11-14=0270 Structural wood sheathing directly applied m 3-7-10 oc pudins, except 2-0-0 oe pudins (53-9 max.): 4-10. Rigid ceiling directly applied or 5-8-6 oc bracing. Except. 10-0-0 oc bracing: 18-20 1 Row at midpl 8-20. 10-16 1 Brace at Jt(s): 20 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=6.Opsf; h=15ft; B=60ft; L=57ft; eave-711; Cat. II; Fxp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 3-7-10, Intenor(7) 3.7-10 to 9-M, Exledor(2) 9-" to 17.0-8. Interior(l) 17-0-8.to 35.7-0, Fxtedar(2) 35.7-0 to 43.7-12. Interior(l) 43-7-12 to 50-7-13 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces 8 M WFRS 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 par 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 recian gle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstan ding 738 lb uplift at joint 2, 1557 lb uplift at joint 21 and 7381b uplift atjoinl 12. 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 11111Ilflff/ No 58126 9 F� 0.... •CO R 1 v 4 �` po�s�ONA I,C`,♦ pi904 Parke East Blvd. Tampa FIL33810 Date: April 8,2019 r I letters wmoar sAmpany, raim amy, rl-xxia, d.1 Sx5 = 6.00 12 2x4 11 4 3 /� NOPMSTP = 25 2 18 33 34 17 35 44- ade NOP2XS7 = 6x6 = o.<wv s uec g a I o mu ex muusules, Inc on apr a op:om to xgra r-a,e r ID:OBbyw7VzJWKs00YJ1 iZM9UzX2ha-TLDwASNHJVPguDt6e39UUlogBu72Hv7pBsglezStj 3a741 3q-6$ 4a]-0 467-0 - a7-a 61-10 a 84a -20-o Seats -1.J .1 2x4 II 3x4 II Sx8 = 6 30 8 64 Lzt>r�� 9 31 32 n NOP2X 5 P = 15 16 36 37 0 5xio = 5x12 = 14 13 12 3x4 II 44 44 = 8aa 17-2-a 2666i 34-a0 3468 4 4 t74 Plate Offsets (X,Y)-- 14:0-3-0,0-2-01, 15:0-3-0,03-01. [7:0.",0-2.8],19:0-3-0,0341. 116:0-2-12,0-3.41, f18:D-2-12,Edgel LOADING (p5Q SPACING. 2-0-0 CS]. DEFL. in Qoc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.24 15-16 >999 360 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.51 15-16 >732 240 BOLL 0.0 Rep Stress [nor YES WB 0.80 Horz(CT) 0.04 10 n/a WE BCDL 10.0 Code FBC2017rTP]2014 Matrix -MS Wlnd(LL) 0.34 18-21 >613 240 Weight: 2681b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP Na.2 TOP CHORD BOTCHORD 2a4 SP'No.2 WEBS 2x4 SP No.2 BOTCHORD WEBS REACTIONS. Qb/size) 2=39908-0, 10=108910-8-0, 17=233910-8-0 Max Horz 2=374(LC 11) Max Uplift 2=716(LC 12). 10=715(1-13 12), 17=1609(LC 12) Max Grin, 2=469(LC 21). 10=1242(LC 18), 17=2339(LC 1) FORCES. Qb) - Max. CompJMax.Ten. - All forces 250(lb) or less except when shown. TOP CHORD 2-3=296/970, 3-0=269/1276, 45=590/1031, 5-6=671/462, 6.7=693/494, 7.8=.1726/1251,8.9=1765/1125,9-10=-1903/1188' BOTCHORD 2-18=780/193; 17-18=603/29D, 16-17=1005/1185,15-16=391/1194, 8-15=160/306, 10 12=868/1589 WEBS 3-18=452r711,418=1488/648,417=1044/1354,&17=1481/1260;5-16=1244/1849, 6-16=473/592, 12-15=921/1707, 9-15=2461J62, 9-12=359/356, 7-16=8011638, 7-15=450/997 Structural wood sheathing directly applied or 1-4-12 do pur ins, except 2-0-0 oc pudins (6-0-0 max.): 4-7. Rigid ceiling directly applied or5.6-0 ac baring. Except: 10.0-0 oc bracing: 13-15 1 Row at midpt 4-18,4A7,5-16,7-16 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) fund: ASCE 7-10; Vu I"70mph (3 second gust) Vasd=132mph TCDL=4.2psf,, BCD L=6.0psf; h 15R; B=60ft; L=57ft, eave=76, Cat. It; Exp C. En ct., GCpi=0.18: MWFRS (directional) and C-C Extedor(2)-2-0-13 to 3-7-10. IntehoRl) 34-10 to 11-0-0. Extedor(2) 11-0-0 to 19-OA 2, Interior(7) 19.0-12 to 33.7-0. Exterior(2) 33.7-0 to 41-7-12, Interior(1) 41-7-12 to 50.7-13 zone; cantilever left and right exposed; porch left exposed;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate gdp 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 nonconcument with any other live loads. 6) • This trip as has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7161b uplift at joint 2, 715 to uplift at joint 10 and 16091b uplift at joint 17. 8) Graphical puriin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. �11111111//j \:��C E No 58126 9t OF f .0'n ",iffifill sit," Ph81pJ. Milian PE No.58126 MrIek USA,lna FL Carl 6904 Parka East BNd.Tampa R`33610 Date: April8,2019 ®wANNMD. Vaulty dealD.rp.am and READ NOTES ONT ME MO INCLD?ED.NafER REFERENCE PAGE M67473 m. 10=015 BEFORE WE. valid for use onlywM Minna demanders. This design is based ant, upon parameters shown, and Is foran hi ivdual building component. net Nil' a buss system. Before use, 0e building designer evedvetdythe appiloubaity ofdesign parameters and Papery inaeRorato 1hh design Nothe overall funding design. Bracing indicated is to ptavent budding afindivilual Wss web andindiaN mandate only. Adddianpt temporery ark pemunentbradea WOW is eMays reeuded fordebirM end to Pewm m0apse with Pouible personal Njury aM PaPoMdamape. Far gmerel guEande regarding the fabrication, staraBe,delivery, erection and Wdng ofbusses and buse System.see ANSO 110 .fly CdMda,DS&49-dBC51BWlw-g Compmea 6904 Pads East M. Safery/nfnrmadan ev table hem Tugs Plate Institute, 218 N. Lea Street. Suhe 3lZ Alexandre, VAll314. Tampa, FL 36810 Job Truss Truss Type Oly PIy RJM /ALLIH (PINEVvOOD4MOD.) T16719983 507277 A6 HIP i 1 Job Reference Bona -1 DWIMS LUMDer l:ompany, Faun May, 1-1.-329W, 5xa = Sxu = 5 1. NOP2XSIP = used 4x8 8.240 s Dec 5 2016 MRek Sd3 = 7 1. 3xd = Sx12 = 14 12 3x4 II ones, Ina Mon Apr 805:W:172019 Page 1 Iv4p%XVMSIBngjOVKteISjOMdzNWLrE4zSt i 4&7-0 50.7 840 2-0-0-0 Seale=190.1 5xe 32 S 33 NOP2X SiP = 11 1 N 12 4x6 = 44 = Plate Mats (Y).- f4:OJ-00-2-0115:0-3-00.3-0j 17:0-3-00-2-0119:0-3-00-3-01 f17:OJ-003-0) 119:0-2-12Edoel .LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/de8 Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Ven(LL) 0.31 18-19 >657 24D MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.30 18-19 >685 240 BOLL 0.0 ' Rep Stress [nor YES WB 0.78 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC20177TP]2014 Matrix -MS Weight: 2831b FT=20% LUMBER. TOPCHORD 2x4SPNo.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.2 BRACING- TOPCHORD BOTCHORD WEBS REACTIONS. (Ib/size) 2=338/0-8-0,10=1056/0-8-0, lB=2433/0-&O Max Hom 2=423(LC 11) Max Uplift 2=-675(LC 12). 10=693(1-C 12).18=1673(LC 12) Max Gray 2=439(LC 21). 10=1227(LC 18), 18=2433(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -Allforces 2500b) or less except when shown.. TOPCHORD 2.3=233/823,34=220/1142,45=-59911040,5E=599/1040.6-7=1086/802, 7-8=1237/839, 8.9=1710/1028, 9-10=1869/1075 BOTCHORD 2-19=-871/137, 18-19=7801702, 17-18=0/438,16-17=0/438, 15-16=46411333,. 8-15=321/663, 10-12=768/1559 WEBS_ 3-19=494f721,4-19=1644f760,4-18=955/1230,5-18=341/453,6-18=1829/1204, 6-17=01332, 6-16=682/833, 7-16--84/305, 8-16=841/688, 9.12=342fd29, 12-15=824/1615, 9-15=266/348 Structural wood sheathing directly applied or 3-2-8 oc punins, except 2-D-0 oc punins (5-2-10 max.): 4.7. Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 13-15 1 Row at midpt 4-19, 4-18, 6-18, 6-16 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=6.Opsf; h=15ft; B=60f; L=57ft; eave=7ft; Cat. II, Exp C; End.. GCp i=0.18: MWFRS (directional) and C-C Exledar(2)-2-0-13 to 3.7.10, Inlenor(7) 3-7-10 to 13-0.0, Exlenoi(2) 13-0-0 to 21-0-12, Interior(1) 21-0-12 to 31-7-0. Extenor(2) 31-7-0 to 39-7-12, Inledor(1) 39-7-12 to 50-7-13 zone; cantilever left and right exposed; parch leg exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1-.60 plate grip DOL=1.60 3 Provide adequate drainage revenlwaterpending. 9 g P 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has beendesigned for a 10.0 psf bottom chord live load noncpncumenl 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 rectan gle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= IO.Opsf. 7) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 6751b uplift at joint 2, 693 Ib uplift at joint 10 and 1673 lb uplift at joint 18. 8) Graphical pudin representation does not depict the size or the onentaton of the pudin along the top and/or bottom chord. P No '58128 :�00. ONAL PhOp J. 011egan PE No:58126 NIM IISk Ina. FL Cert 5834 6904 Parke Fast Blvd. Tampa FL 33610 Bate: April 8,2019 ®wA NO-Vcr*dWa paamMmmdR NOMON MSAN01NCLO0E0MREKREPERENCEPAGEMb7a3n l""Dfe BEFOR WE Design wld for use anrywM MTeM Mandan. Tnb daegn Is based 0* Upon parameters shown, and is for an indhAEuel balding component, no ��• a truss system. Before use, Me building desbncr must wnfy the appicabitly of design parameters and prepea, incoryorate NB design bdo Me awml ■ binding Ueslgn. Bradq Indicted is to prewntbued, ofledWOral Uusevreb andbrdmrd members only. Addigonallemponryadpemanetbradng WOW always resulted forstabliry and d aevanteounpse wM passible personal injuryand pmpeMdamage Forgenard,udanca rx,nding the ., fabdugon; Morepa, delhery,ereddn end breWgolllussesend nuns system¢,sea ANSIn011 Ouamy Crneda, OSS.89 and SCSI Building Component (0)" Parke East BM. Sarerylourmafran awilatle fnim Truss Plate Moose, 218 N. Lee Stmo, suns 312,Alexandda, VA V314. Tampa, R 36610 Job Truss Truss Type Dty, Py RJM/ALUH(PINEWOOD4MOD.) T16719984 507277 AirHIP 1 1 Job Reference bona Ilboens Larva tympany, z-o-oi 1•81m Bag rL-Aznn, e-uo 14-e-4 2374 o.zwu Duo 62015mlfen industries, Ina Won Apr ovaadnumm rayu, ID:OBbyw7Vz AIKSOOYJ1 iZM9LtX2hauw62oT09cOnFlgchJCjBSwDDn6A_UEhFgg2yJuSt_g 291a12 346-11 4o-7-o 4d-7-o 14&7W4 150-7-0 '2-aD 1 tN ae4 117-2411 zalz 1154 1 F i i B-3-B a7-12 e-D-e a-ao 4-oa 2o—D Scale =193.7 6.00 12 5x6 = 2x4 II 4x8 = sate = ' 4 5 29 6 30 7 5xe i 3 NOP2X STP 2 4A 8 54 9 3x6 10 NOP2XSTP = 22 21 31 32 20 33 19 34 18 u \�L/� 37 11 34 = �9 44 = _ NOP2X STP = Sxfi = 4xa = 5A2 = 3x6 — Batt = 16 15 14 13 44 = 3x4 II firs = 34 I 130o i n-z-o I zo-74 i 291a1z i aa-3-o 34-sa 4 1 4a7-a 1 da7n Plate Offsets (X Y)-- 13:03-00-3.41 r4:0-3-0 a2-Ol 17:0-30 0-2-21 19:0-3-00-3-01 r19:03-0a3-01 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (too) Wall L/d PLATES GRIP TCLL . 20.0 Plate Grip.DOL 1.25 TC 0.81 Vert(LL) 0.34. 20-22. >604 240 UT20 244/190 TCDL 7.0 Lumber DOL 1.26 BC 0.71 Vert(CT) -0.33 20-22 >623 240 BCLL 0.0 Rep Stress Ina NO WB 0.94 Hou(CT) 0.04 11 Na ma BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 300 lb FT=20% LUMBER. BRACING. TOPCHORD 2x4 SP No.2 TOPCHORD BOTCHORD 2x4 SP No.2 •Excepr 11-16:2x4 SP SS WEBS 2x4 SP No.2 BOTCHORD WEBS REACTIONS. (lb/size) 2=194/a&0, 11=1572/0.8-0, 20=2780/0-80 Max Hom 2=464(LC 7) Max Uplift 2=-866(LC 25), 11=1628(LC 8), 20=2230(LC 8) Max Gmv 2=319(LC 17), 11=2301(LC 30), 20=2782(LC 29) FORCES. (lb) -Max. CompJMax.Ten, - All forces 250(ib) or less except when shown. TOPCHORD 23=179/1114, 34=297/1201, 45=787/1382, 5-6=787/1382, &7>1007/614, 7-8=-1161/624, &9=2298/1235, 9.10=3194/2050,1(-11=43722883 BOTCHORD 2-22=1364/520, 20-22=-1316/1130,19-20=170/640,1&19=-170/640, 17-18=665/1884, 8-17=741/1296, 13-14=2396/3835, 11-13=2396/3835 WEBS 3-22=554/547,&20=-2190/1230,6-19=0295,&18=901/1398,7-18=41271, 8-18=1581/1 D45, 14-17=16262847, 9-17=916/922, 9.14=665/764, 5-20=287239, 4-22=1173/880, 4-20=1093r994,10-14=120BM43,10-13=711/952 Structural wood sheathing directly applied or 241-12 do pudins, except 24)-0 cc purins (5-74 max.): 4.7. Rigid ceiling directly applied or4-0-2 cc bracing: Except: 1a116 oebredng: 1517 1 Row at midpl 6-20, &18, 8-18,14-17, 4-22, 4-20 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=6.Opsf, h=15ft1 8=60111 L=57ft; eave=7ft; Cat. 11; Exp C; End., GCpl=0.18; M WFRS (directional); cantilever left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevenlwater pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcunent 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 rectan gle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 866lb uplift at joint 2, 16281b uplift at joint 11 and 22301b uplift at joint 20. 8) Graphical purtin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord. 9) Hanger(s) or other eon nedion devices) shell be provided sufficient to support concentrated load(s) 497 to down and 4331b up at 41.24, and 4971b down and 4331b up at 43.24. and 4971b down and 4331b up at 45-24 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 buss are noted as front (F) or back (B). �pllllll/// PIP JOB Oy�F � .J%\V G E N No 58126 *; ;* 9 Op 0T T P;Z� ✓�,� R ) Philip J. O'llegab RE No.58126 MITek USA. Ina FL Celt 6634 6W Parke East Blvd. Tampa FL 33610 Data: April 8,2019 ®wAR a-Vadrydr IMpemmalenwtlREADHOMONT MDINCLBDEBAOTENREFENENCEPA0ER 7a2m f=MO16BE CO ME Desbn valid for use o*wth MTeWconaaaan. Thh union is based onlyuponparenneers shown, and Is foran Individual bulding oteconeM, not a wss system BoWm use, the bwldi,g desbnermugwrdydre opplirabllily.f desgn p.re.ters.M M,r:y Nmipomte Na design W. Ne overeg huldingdeslgn. BmGWI "tWd Wpm ntWu iingolMWualMswebaWorNoMme emony. AdddioneltemporeryeMcermwentatdro MiTek' is atwap required forstabn4y and to preventoxapsewgb pougle personal Injury and Popedydamaae. Forgenemlguidance regading the faviention, storage, delivery, erection and trading of Busses and tress system, see ANSM110.14 Culled., DS8419 addBC5l Building Componsrt 6904 Parke Easl end. SalefylnlowaOw awlaNe tram now Plata IntrMte, 218 N. Lee Steel. 6u4e 312, Alarmndda, VA22314. Tanga, FL 3010 3111111110 Job Truss Truss Type pty Ply RJMlALLIH(PINEW00D4 MOD.) T76719964 507277 A7 HIP 1 1 Job Reference (aptiona0 Tibbetts Lumber Company, Palm Bay, FL-32905, 8.240 s No 6 2018 M7ek Industries, Inc. Man Apr 8 05:56:192019 Page 2 ID:OBbyw7VZIWKSODVJ1 iZM9UcX2hauw62oTO9c0nFlgchjgB5wpDn6A UEhFgg2yJ=St_g LOAD CASE(S) Standard 1) Dead f Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Units" Loads (plo Vert:14=-54, 4-7=54, 7-12=-54,17-23=20, 15A6=-20, 15-26=20 Concentrated Loads Qb) Vert: 35=240(F) 36=240(F) 37=240(F) 7Ea 6egle7rs£RP£m.NfSeeUSE IuUceannUeDemm IWMO•rVs OeNbases eRnem AaNnaly aWA nneedfls. nuNa e orl ywgMn Ma ®connectors.mm. and Is foranidwuaf gcomp mnot syslem_serve use. abugingdesigneremesrifyNellatiiryoldeegnpatersed!prmceMNarperate thledsgn We Me overall a bass Udngdesg.amdngdialdunevmbWngoftlyualwewbmoMmmerse MiTek IsaMayreauLM foreWby and caapewahepersonal luryan WaceMdamage. ForgenemlgnerdVe .® Iai,ela delivery,eiand asmisandsystems, see ANSaGyaMda,DS88andB51aW/dngCmpnert 6904PaFa' s.t safbbhugmtlon mLNe"mTneePlaeInseue.21$N.LeGS"N,Sts3l2,Aledde,VAa3l4. Tampa, R. 36610 Job Truss Truss Type Oty Ply RJM I ALUH(PINEWOOD 4 MOD.) T16719985 507Z77 AB ROOF SPECIAL 1 1 Job Reference (mtiorup I Means LUmoer Company; Tatra day, rL-3La11S, Sx8 i N002XSTP sGO 12 34 1- 4 6.24U s oed 62018 MI l ex tocustries, Inc. Mon Apr 8 05:56:21 2019 Page I ID:OBbyw7VzMMsOOYJ1 iZM91hX2haglEpD9RP821z GQdMLVa4vuuy9vY18X3NszSt_e. 22J 27-11-0 366e dt-0O - dd-9-0 W- 8 i sae 1 size 1 a94 I sea I aao 12a-s Scale =1:87.4' S6= 3x8 = 54 = 6x6 = 4x1O = 3x4 117xe = 1 9 10 11 25 24 33 34 29 35 3e II II \ 37 III ll I114 L 44 = 3x8 - NOP2 STP = 5x10. - 2x4 2,4 II 11 5xe = 3x6 - 19 1B 17 15 6x1D = 20 2x4 11 2x4 11 2x0 6xa 3x4 = 49-28 3ed-12 45114) 27-ttA 34' 0 34$ 4144 448ts a4-0-0 T-0i &ee I 1AL o-3L 11-14 41 4-34 I 34 Plate Offsets(X,YH- 13:0-3-0,0301.15:0-3-0.0.2-0117:0-3-0,0-2-01111:0-4-00-4-8) 116:0.2-a0-3.4) f21:0.5-80.2-81122:OA-80301. - .LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (too) I/dell Ud PLATES GRIP TCLL 20,0 Plate Grip. DOL 1.25 TC 0.76 Vert(LL) .0.40 22-23 >908 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.57 22-23 >630 240 BCLL. 0.0 Rep: Stress lncr NO WB 0.89 Horz(CT) -0.03 23 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wlnd(LL) 0.3625-30 >556 240 Weight: 3381b FT=20% LUMBER. BRACING. TOP CHORD 2x4 SP N0.2 'Except' TOP CHORD 7-8,8-11:2x6 SP No.2 BOTCHORD 2x4 SP No2•Except* BOTCHORD 14-20,21-22,22-24: 2x4 SP SS WEBS WEBS 2x4 SP No.2 'Except' JOINTS 11-12.5-23: 2x6 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (b/size) 12=829/0.9-9,2=281/0-8-0,23=2461/0.8-0 Max Harz 2=384(LC7) Max Uplift 12=1629(LC 8), 2=790(LC 32), 23=2519(LC B) Max Gmv 12=1643(LC 31), 2=434(LC 24), 23=2578(LC 36) FORCES. (Ib)-Max. CompJMax.Ten. - All forces 250(I1b) or less except when shown. TOP CHORD 2-3=447/1069, 34=453/1095, 43=1189/1248, 5-6=1008/1076, 6-7=616/274, 7-8=737/190, 8-9=2077/1530, 9-10=320213272, 10.11=3181/3235,11-12=1487/1550 BOTCHORD 2.25=1254/578.23-25=10631837,22-23=257/591,21-22=14B32049,16-17=625/431. 10.1fi=337230, 13-16=-340/365, 12-13=3401365 WEBS 3-25=387/402,4-25=-747/521.4-23=5407739, 5-23=7981762,6.23=.1657/1340, 6.22=960/1321,7-22=1881309,8-22=-1726/1691,8-21=-633/616,16-18=1970/1976, 9-16=2072/1998,11-16=308513004, 9-18=-1518/1040.18-21=136611366. 9-21=359/1129 Structural wood sheathing directly applied or 5-2-12 oc purlins, except end verticals; and 2-0-0 oc purges (3-9<max.): 5.7, &tt Rigid ceiling directly applied or 5-0-7 oc bracing. 1 Row at midpt 5-23, 6-23, 6-22.7-22. B-22,16-18 1 Brace at Ala); 11. 16 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) W1nd:ASCE 7.10; Vult-170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=6.Opsf; h=15ft; B=60ft; L=57ft; eave=711; Cat II; Exp C; Encl., GCpi=0.18; M WFRS (directional); camblever left and right exposed ; end vertical right exposed; porch left exposed; Lumber DOL 160 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 chard live load nonaoncumenl 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 rectan gle 3-60 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162916 uplift at joint 12. 790lb uplift at Joint 2 and 25191la uplift at j oint 23. 8) Empirical pudin representation does not depict the size or the orientation of the puriln along tha top end/or bottom chord. 9) Hanger(s) or other con nection device(s) shall be Provided sufficient to support concentrated load(s) 172lb down and 85 lb up at 41-24. and 172lb down and 85 lb up. at 43-24, and 172 lb down and 85 Is up at 45-24 on top chord, and 5481b down and 837lb up at 41-24, and 5481b down and 837 Ib up at 43.2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 111111 %J��\\P 1."� RAC I No 58126 y- 9' F S ONP E C��. PhIIIpJ. D'Hegan PE.No.58126 MRek USA.Ina FL Cer16634 6904 Parke East Bhld.Tampa R.33610 Data: 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). Ap61 8,20 1 S AWARMNG- Verify ddslgn pamm4Wre and READ NOTES ON TM9 AND INCLUDED WTEK REFERENCE PAGE M67471 not. 1=14101e BEFORE ME. • Design vaad for use only Win Weals constants. This despn is based only upon parameters shown, and is for an NOioidual building cenmanent, not a truss system. Before use, the buiding listener must veMy Me wpawbUy Of down parameters and va,eav Nmryorate fhb design Into the overdl buaduagdeslgn. Bret' g MimtNl Were MWWnpafMWuBlausswabandbrt od mmbenonry. Addiionallemp mgry dpemanentbreong MiTek• 15 allays required forstablliy aid to MwM waepsewM passible personal Wjuryaw pmwMdam ge. Forgenerel guidance receding the fabrce0on, stomps, deavery;ereMlon ell bratlng of VuzzeaeM wzs systems.see ANSUTPI1gmUry Cp da.USBd9wdBCslaullWng Component 6904 Pane Fast BW. 'Safeyhruld maUan avaOable from Truss Plate Institute, 218 N. Lee Street, Suae 312, Alexandre, VA 0314. Tana. FL 36810 Job Truss Truss Type Oty Pty RJM IALLIH(PINEWDOD4 MOD.) T187199&5 507277 AB ROOF SPECIAL 1 1 Jab Reference tional Tibbetts Lumber Company, Palm Bay, FL-32905,- 8.240 s Dec 62010 MITep Industries, Inc Mon Apr 805:56:212019 Paget ID:OBbyw7VzIWKs00YJ1 iZM9UzX2ha-qlEpD9RP821z_00DRBLVa4vuuy9vYl8X3N=St e 'LOAD CASE(S) Standard 1) Dead 4 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Ved: 1-5=-54, 5-7=54, 7-8=-54, 8-11=54, 21-28=20, 17-20=-20, 14.17=20, 12-13=20 Concentrated Loads (lb) Vert : 9=22(F) 31=22(F) 32=22(F) ®WARNING-VOlyy duypnparvnadn andREAO NOTESON176SANDINCL110EDW]EKREiENENCEPA0E6t4T0]m.1b11L1018 BEFORE WE Design valid forded antywhh MiTeWconneWors.This design is based only upon parameters shown, and a for an indWual burping component net a Men system. Before use, the buldog designer must verity Me 9,acaNldy ofdesgn parameters and property gcmporad phis design Into Pe Gwmfl NWagdesgn.Mcing iniiatetl 6 to pn:eent buiiding ofinevidual WssweU enNdrrAON mothers only. AddlgoneltemporeryaMpemanentlei MITeK a allaysre fired for stability and m prevent whapse with pessSd Personal N)ury and pmpedydamage. FdrgenerugupanmregeNg9the fderation, outrage, delivery. ereNen and bracing ofbusses and hues systems, see ANSYnY1 Closed, Smith, DSM9 andeCSI aedi Component 6904 Perot East 5A. Safetylnbrmaeoo sealable film Tress Plots lnstLute, 218 N. Lee Sheet. Suite 312,Aleaandda, VA M14. Tampa, FL 36810 Job Truss Truss Type Oly Pty RJM/ALLIH(PINEWOOD4 MOD.) T16719986 507277 A9 ROOF SPECIAL 1 1 Job Referencefactional) ribbells Lumber Company; Palm Bay, FL-32905, 8.240 s Dec 62018 MRek Industries. Inc. Scale =1:76A Sx6 = ar8 NOP2X STP = 5xe = 3x4 = 3b = ere = 9-0-0 11 2-0 25-11-0 30-0-0 33-11.8 34n 39-0A 39r11 U 99 8-2-0 � 6-9-0 1 4-1-0 1- 3-11A 0 � 4-9.6 0.10$ Plate Offsets(X.Y)-- (2:08-00-0-61.f3:0-3-00.3.0116:0-3-00.2-0] 17:0.3-00.2-0] 117:0.2-120-3-01 (19:0.3-OEdge] LOADING (ps0 SPACING. 2.0-0 CSI. DEFL. In hoc) BdeB L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC. 0.69 Vert(LL) 0.39,19-27 >532 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Ven(CT) -0.3017-18 >892 240 BCLL . 0.0 ' Rep Suess Ina YES WB 0.86 Horz(CT) 0.02 12 We We BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 280lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2- TOP CHORD BOT CHORD 2x4 SP No.2 -WEBS 2x4 SP No.2 'Except' BOT CHORD 11-12: 2x6 SP No.2 WEBS JOINTS REACTIONS. cab/size) 12=610/0-7-0, 2=452/0-8-0, 18=1994/0.8-0 Max Hurz 2=463(LC 11) Max Uplift 12=258(LC 12). 2=-635(LC 12). 18=-1616(LC 12) Max Gred 12=667(LC 18), 2=538(LC 21),18=1994(LC 1) FORCES. '(Ib)-Max. CompJMax.Ten. - All forces 250(I1b) or less except when shown. TOP CHORD 2-3=-446/614, 34=285/602, 4-5=6621703, 5-6=478/663, 6-7=370/323, 7-8=431264, 8-9=1380/699, 9-10=1344/614 BOT CHORD 2-19=758/355,18-19= 69/151, 17-1"16/604, 16-17=-118/403, 12-13=-557/1221 WEBS 3-19=-379/454,4-19=lO81/522, 4-18=557/1015, 5-18=247/366, 6-17=740/912, 7-17=-234/J44,8-17=-409/480,8-16=286198,13-16=143/492,8-13=513/1060, 6-18=1247/1092, 10-13=257263, 10-12=1294/582 SW cturel wood sheathing directly applied or4-114 oc pudins, except end verticals, and 2-0.0 oc pudins (6-0-0 max.):6-7, 10-11. Rigid ceiling directly applied or 5-0-2 oc, bracing. Except: 10410 ec bracing: 13-15 1 Row at midpl 5-1 B. 6-17. 7-17. 8-17. 6.18 1 Brace at Jl(s): 11, 13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10 Vull=170mph (3-second gust) Vasd=132mph1 TCDL=4.2psh, BCDL e.Opsh h=15ft, B=601t; L=57ft; eave=7ft; CaL II Exp C; Encl., GCp)=0.18; MWFRS (directional) and C-C Exterior(2) 2-0-13 to 3-7 10. Intedor(1),3 7 10 to 18-8-0, Estedor(2) 18-8-0 to 244 6, Interior(1) 244 -6 to 25-.11-0, Extedor(2) 25-11.0 to 31 7-6. Interior(l) 31-7.6 to 39-84 zone; cantilever left and right exposed ; end vertical right exposed; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to preventwater ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf boftom chord live load nonconcurentwith any other We loads. 7) -This tress has been designed for a live load of 20.Opsf on the bottom chord in all areas where a reclan gle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members, with BCDL = IO.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 258lb uplift at joint 12, 635Is uplift at joint 2 and 161611, uplift at joint 1 B. 9) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. `%%% NV G E N R�C000 No 58121i Z'k: :* NAL PMip J. O'Regan PE No.58128 Mlfek BSA. Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 8,2019 .,t Job Truss Truss Type pry Ply RJM/ALUH(PINEWWOD4 MOD.) T76719987 507277 A10 ROOF SPECIAL 1 7 Jab Reference banal i i company, Palm Bay, FL-3t905, 8.240 s Dee 6 2018 MTek Industries, Inc Mon Apr 8 05:55:61 2019 Page 1 ID:OBbyw7VZI W Ks00YJ1 iZMgUzX2haiXQTwu4bCgFDONTIgJCdzOGRybgxai8OTGT1I�tSt?6. 20.0 0-0-0 12-&11 - te&0 20.8-0 23.11-0 ]0.0.0 32:4M 39-114 2no eao 40.11 a1-s 4-0-0 a-3-o '-I - a-1.a 2-0-0 - 7-2-a 5x6 = Boil 12 54 = 37 3x6 = Sx8 = Bx8 = 5x8 = 4x8 = '•• •• 33-0A 343a 8-0-0 1f$11 3e8(I 2 OA 3080 324 11A 39-08 3511-0 i 2< o444 V. 1 130 8da1e=1.80.7 Plate Offsets (X,Y).- 14:03-0,0301. 16:0-3-0.0-2-01 [7:0-3-0.0-2-01 19:D3-0 Edgej f15:0.2-8 0.241 118:0-3-80-3.41 120:030 0-3-01 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.81 Ved(LL) -0.25 17-18 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.4417-18 >742 240 BCLL 0.0 'Rep Stress Ina YES WB 0.94 Hoa(CT) 0.03 11 n/e n/e BCDL 10.0 Code FBC2017frP12014 Matnx-MS Wmd(LL) 0.3420-29 >443 240 Weight 291 lb FT=20% LUMBER. 'BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.2 *Except* BOT CHORD 10-11: 2x6 SP No.2 WEBS JOINTS REACTIONS. Qb/size) 11=873/0-7-0, 2=288M0 ,19=1896/0.11-5 Max Horz 2=539(LC 11) Max Uplift 11=438(LC 12), 2=462(LC 12), 19=A409(LC 12) Max Grav 11=902(LC 18), 2=386(LC 21),19=1903(LC 17) FORCES. Ob) - Max. ComplMax.Ten. - All forces 250(Ib) or less except when shown. TOP CHORD 2.3=-132/506, 34=7051`7K 4-5=593/697, 5-6=580/486, 6-7=464/482, 9-10=A651/988, 10-11=821/650, 7-8=1134/895, 8-9=-1844/1113 BOT CHORD 2-20=fi43/48, 19-20=643/48, 17-18=-317/540 WEBS - 3-20=501275, 3-19=540/1003, 5-19=1440/1169, 5-18=348,734, 7-18=-470/492, 7-17=563f747, 8.17=1202/946, 15-17=885/1194, 9-15=997f744, 10-15=971/1651, ' 8-15=943/1400 Structural wood sheathing directly applied or 4-0-9 oc pudins, except end verticals, and 2-0-0 oc pudins (3-14 max.): 6-7, 9-10. Rigid ceiling directly applied or 6.0-0do bracing. Except: 10-0-0 oc bracing: 11-12 1 Row at midpt 5-19.6.18, 7-18.7-17, 8-17 1 Brace at Jt(s): 10. 12.15 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt-,170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=6.Ops1; h=15ft; 8=60ft; L=57ft eave=7ft; Cal. II; Exp C: En cl., GCp1=0.18; MWFRS (directional) and C-C Extenor(2)-2-0-13 to 3-7-10, Intenodl) 3.7-10 to 20.8-0. Exte ior(2) 20-8-0 to 29-7-6, 1ntedor(l) 29-7-6 to 39-84 zone; cantilever left and right exposed : end vertical right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp OOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates ere 2x4 MT20 unless othenvise indicated. 6) This truss has been designed for a 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 rectan gle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4381b uplift at joint 11, 4621b uplift at joint 2 and 1409 lb uplift at joint19. 9) Graphical punin rep resentabon does not depict the size or the orientation of the pu din along the top and/or bottom chord. E N SFC9� No 58126 Philip J. O'Segan PE 110.58126' MITeKUSk Ina FL Cert SSM 6904 Parke East Blvd. Tampa FL 33610 Dale: April 8.2019 ®wa6Bma-vesavelser9npuomeHs,dadr ADmom ammsAlso avavaEaremiss EFBRBNCEPADEAvp717dray.lass-146EFDREIAE ��' Design vntd leruse onywi0t MTsk®wnnedon. Thiedesign le Gated any upon panmetere shown, and Is for an indMdval bu1arg mmponeM net a mae system. Belure use, me GUMOpdmlgnermual yMeappdUNb yofdesenpanmeten and IxopeM Nwrponn Nb tlesgn bta the oaena buldinedesign. SmWgiMl® btoprevan WU n9ofiWWualwsswebandlf MoM=ftenany. Audamnaltemporteryandcemlanentdadn9 WGIC balwaysmqub lorstabihtyandtopreventoolapsewMpossiblepersonal InluUaWpopedydb=ge. For0erawguMammnananpthe Iadira0on,slomge,deMery,emd naNbmdngofbu esand Wnsys4ms.see AHSMIIQ ilty Cdlwla,DSBd9andB=IBWidlnp CompmeM 6904 Parse East Blvd. Sa(eylnbrmadw awlable from Truss Plate lnethute, 218 N. Lee Street, Sude 312, Alexandria, VAU314. Tanga, R state Job Truss Truss Type Oty Pry RJM/ALLIH(PINEWOOD4MOD.) T16719988 507277 A11 ROOF SPECIAL 1 1 Job Referent fNnal i moons camper oomp.ny, calm aay, "-:asap, B.24U s Uep E WId MI I eK Inoustnes, In= Mon Apr B UO:bb:EZ ZUl9 Sale = 1;80.7 5x8 = 6x8 MT20HS = 6.00 12 6 36 37 7 4x4 G 5 5x6 See 54 i 30 31 9 3x4 i 4 32 3 5xB = q 29 4 r NOP2X STP = 10 2 d NOMSTPLZJ = � 3x6 II 19 18 33 34 17 - 35 16 15 13 12 3x6..-_ 5x8 = 64 3-0 8-00 164A 19DU ]S7-0 3i14 32- 3809 3 1= Plate OHsets(X,Y)-- [4:03-00-3-0] [6:0-6-00-2A1 [7:0-0-80-1-12118:0.30Edge] [74:0-2-80-2Af117'0.3-003-4j N9'0-3-00-3-01 .LOADING (poll SPACING. 200 CSI. DEFL. in Qpc) I/deff Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.33 19-28 >382 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.27 17-18 >999 240 MT20HS 187/143 SCLL0.0 Rep Stress Ina YES WB 0.85 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matnx-MS - 'Weight 2821b FT=20% LUMBER-'. 'BRACING. TOP CHORD Zx4 SP No.2 •Except• TOP CHORD 7-8: 2x4 SP SS BOTCHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.2'Excepl' 9-10:2x6 SP No.2 WEBS JOINTS REACTIONS. (Ib/size) 10=993/0-7-0, 2=227/06-0,18=1837/U9-1 Max Horz 2=498(LC 11) Max Uplift 10=519(LC 12), 2=-405(LC 12), 18=1290(LC 12) Max Gran, 10=993(LC 1).2=311(LC 21). 18=1879(LC 17) FORCES. (Ib)-Max. CompJMax.Ten.-All forces 250 Qb) or less except when shown. TOP CHORD 2-3=306/586, 34=595/595, 45=558/647, 5-6=-7131634, 7A=2134/1633, 8-9=1828/1322, 9-10=-916lr66, 6-7=822835 BOT CHORD 2-19=632/86, 18.19=632/86, 17-18=-294/387,16-17=436/654 WEBS 3-19=550214, 3-18=4841987; 6.16=373/425, 14-16=566f782,14-15=0/329, 8-14=1312/1193,9-14=1294/1853,7-14=-1037/1435,5-18=1492/1241,5-17=319/654, 6-17=3541366, 7-16=477/515 Stntctuml wood sheathing directly applied or 3-9-9 oc purlins, except end verticals, and 2-0-0 oc pu dins (2-10-4'max):'8-9, 6-7. Rigid ceiling directly applied or 6-0-0oc bracing. Except: 10-0-0 oc bracing: 1 D-11 1 Row, at midpl 9-14. 7-14.5-18. 6.17. 7-16 1 Brace at Jt(s): 9, 11, 14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vu It=l 70mph (3-strand gust) Vasd=132rnph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=60R; L=57fl; eave=7ft; Cat. II; Exp C; En cl., GCpi=0.18; M WFRS (directional) and C-C Extedor(2)-2-0-13 to 3.7-10, Inlerfor(l) 3-7-10 to 1900. Extenor(2) 19-0-0 to 24-8-6, 1nterfor(1) 24-8.6 to 25.7-0. Extedor(2) 25�7-0 to 31-3-6. 1mall 31.36 to 394" zone; cantilever left and night exposed ; an vertical night exposed; porch left exposed;C-C for members and tomes 8 M WFRS for reactions shown; Lumber DOL=1.60 plate gr p.DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chard live load noncarcunent with any other live loads. 7) • This truss has been designed for a live load of 20.0pof.on the bottom chord in all areas where a reclan 9Ie 36-0 tall by 24)-0 wide will fit between the bottom chord and any other members, with BCDL= 10.0psf. B) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5191b uplift at joint 10. 4051b uplift at joint 2 and 12901b uplift aljoinl 18. 9) Graphical puffin representation does not depict the size or the orientation of the pudin along the lop and/or bottom chord. PhMp J. O'Rigan PE No.58126 MITek USA. In=FL Cert 663414 6904Parks Fast Blvd. Tampa FL'33610 DatO: April 8,2019 ®WARN/NO-Ver*doGppn mandR NOTESON1109ANDINCLWEDM13EIr RE£ERENCEPIOEWP7473n f0.1MOSBEFORENSE. Design wild for use only win MTekOconneenom. Tin design If Eased only upon parameters sbowo, and b foren individual buldin9 mmponerd, not ��• a base system. Before use, the MAMM deslgnermuetverifyMe aypgcabuty of deslp parameters and Moll Mov,orale Ihudealpn Mtn me oveM6 ■ bukingdesign. Bm&glndisaMOtomwntWWk ofiMWualtmdswebanNarcboNmembemonN.Add'Gbnel temporary and pemunentbmdrN MiTek' Is ahways xquMd forslaWdy and M orews,=Mow wMp Ive Porsonal NlurymM pmpamdamage. ForBenemIOuideMarequeing Ue ramosion:storage,Mihaly; eRCian and loading of WS=es and once Wens, see ANSUIPI10uaIayG da,D98d9end BCSIBWIding Companea 604 Parke Eari all SarelylnMrmadon evagable tram Tnss PIe1e InsBWa, 21a N. Lee Street, bvbe 313. Alexandde, VA 22314. Tanga, R 36310 Job Toss Truss Type Oty Ply RJM/ ALLIH(P INEMOD 4 MOD.) T16719989 507277 Al2 PIGGVBACKBASE 1 7 Job Reference(optional) .... ..... a,y; Dar,"--.-, 6.00 12 4x4 - 5 546 i 30 3x4 i 4 3 54 ova = a 31 32 7 vac a 4v I0 inn ex inousmes, m0 men." O va:aa:m m1B rage 1 iZM9L1rX2haevXDLa6rkRWxdgW nkF52RLpPOJbPVgOsnlaPTz$t?4 0-0-0 3111-0 4Q 32Alf L50 3-1143 " 6-2. Scale =1:80.9 4x10 8 33 2x4 11_ 3.4 II 91. 56 1 NOP S/�5x8 = 1= 20 19 34 35 18 33 17 15 15 14lb,4 11 2x4 II 34 = NOP2X STP = 5x8 = 3x8 = 314 = 2x4 11 2x4 11 NOP2x STP = 54 = aide = B-0-0 10.4-0 79-0-0 25-7-0 3041-0 33-11� 34.3-0 39-68 3A77-0 B.0-0 12d41 I aAn 1 a-7s 1 a_s.n 1 z11n nie-an r�r4�1i Plate Offsets(X,Y)-- 14:0-3-00-3-01(6:0300.2-0117:0.3-00-2-0]113:0-2-BO-2-811'18:0-3-008-0] 120:0-3-00341' LOADING (ps0 SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.32 20-28 >383 240 MT20 244/190 TCDL 7.0 -Lumber DOL 1.25 BC 0.66 Vert(CT) -0.231849 >999 240 13CLL 0.0 Rep Stress Ina YES WB 0.85 Hom(CT) 0.06 12 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 285It, FT=20% LUMBER- 'BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or3-105 oc purllns, BOT CHORD 2x4 SP No.2 except end verticals, and 2-0-0 oc Farina (5-5-7 mea): 6-7. 10-11. WEBS 2x4 SP No.2'Excepr BOT CHORD Rigid calling directly applied or 6-0.0 oG bracing. Except: 11-12: 2x6 SP No.2 4-10-0 oc bracing: 12-13 10-0.0 oc bracing: 13-15 WEBS 1Row at midpt 5-19, 8-18,B-17,10-12 JOINTS 1 Brace at A(s): 11, 13 REACTIONS. 0b/size) .12=993/0-7-0, 2=221/030, 19=1843/0.8-0 Max Horz 2=471(LC 11) Max Uplift 12=518(LC 12), 2=404(LC 12), 19=1290(1-C 12) Max Grav 12=997(LC 18), 2=307(LC 21),19=1879(LC 17) FORCES. (lb) -Max. CompJMax.Ten. - All forces 250(Ib) or less except when shown. TOP CHORD 2.3=.279/592, 3<=559/601, 4-5=529/661, 5.6=703/627, 6-7=-828/835, 7-8=950/834, 8-9=2237/15B4, 9-10=2219/1519 BOT CHORD 2.202-635184. 19-20=635/84, 18-19=230/398, 17-18=370/656,16-17=6071850, 12-13=146912033 WEBS 3-20=550/225, 3-19=489/989, 5-19=1513/1235, 5.18=310/675, 6-.18=357/366, 6-17=351/423, 8-17=370/J70, 8.16=580/508, 13-16=744/1046, 8-13=1091/1566, 10-13=314/328, 10.12=2160/1490 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=6Dft; L=57ft; eave=7ft; Cal II; Exp C; End., GCpi=0.18; M WFRS (directional) and C-C Extedof(2)-2-0-13 to 3-7-10; Interior(i) 3-7-10 to 19-D-0. Exterior(2) 194)-0 to 24-8.6, Interior(l) 24-8-6 to 25.7-0, Exterior(2) 25-7-0 to 3136. Intedor(7) 3136 to 394" zone; canOlever left and right exposed ; end vertical right exposed; porch left exposed;C-C for members and tomes & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=7.60 3) Provide adequate drainage to prevent water ponding. 4) All plates am MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 par bottom chord live load nonconwnent with any other live loads. 6) • This "as has been designed for a live load of 20.Opsf on the bottom Word In all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 518lb uplift at joint 12. 404 lb uplift at joint 2 and 12901D uplift at joint 19. 8) Grep hibal pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. �..o�po Nis, 0 e, No 58126 9;ta tu, ,15 '0 N A' S�,�% PhMpJ. O'Regin PE NBS8126 MITekUSM1lna FLCertWM 6904 Parke Fast Blvd. Tampa FL33610 Date: April 8,2019 ®wAaBNG-Vaelly dmlgnpararnrM.a dREAONOT ONrM MDINCLUOEOe111EKRFFER WPAGEOP7473m. 100%12015BEFOREM& Design vefid foruaeanlywit MTek®cannetlan.lMis design is bade any upon parameters shovel) and is for an indh4guet building component, not ��• a truce system Before use, to Wilding designer must veiny to awittabudy of design parameters and property mcerpamre Me design Into to overeg bu0dtedesdo. Bmdrgindiceted Lsto prevent buWtp of tdhEval Wssweb vnNor NON rmmbars only. AOEitionaltemporeryadepemunembredng MiTek' in strays required for steblev ly end to prent mlleitte wit passible personal t]ury and proPedy derriere. ForgeneruguganceregaNNp Ova fabricatbn,storage. do2wry, eretlion and aredng xmsses and Muss spores. see ANSI/IP/f QvMyCr da,OSa43and8C5180ding Co meM 0904 Paris East Bird. SafeylMormagon overstate from Truss Plate lns0luts,218 N. Lee Street. Suite 317.Alexandrlq VA 4314. Tenga, FL 36610 Job Truss Truss Type City My RJM/ALLIH(PINEVAOD4 MOD.) T16719990 507277 A13 PIGGYBACKBASE 1 7 Job Reference(optionaji Tibbetts Lumber Company, Palm Bay, FL - 32905, A n0 NOP2 5,05 = 8.240 s Dec 6 201B MRek InaMtries, Inc. Mon Apr 19 18 17 1. 16 " 15 14 13 113x6 I 34 = NOM STP = 54 = 3x2 = 5xe = 44 = 2x4 II 2x4 II 2x4 II 6x6 = 2x4 11 NOP2x STP = Q-11d aoe eoe I za I 4248112+1 w z7-z8a 1 1-za 1 ssa 12.oa 010-12 Seale: lfi'-1' Plate Offsets (X Y)-- 12:03-00-341 V:0-2-12 0-2-81 If 1:0-2-0 0-3-41 [15:DS0 0-3-01 r17:0.3-0 D-3-01 LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in (loc) Wag Ud PLATES GRIP - TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.38 19-24 >328 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.62 Vert(CT) .0.2315-16 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.90 Hoa(CT) 0.02 10 n/a Na BCDL 10.0 Coale FBC2017/TP12014 Matrix -MS Weight 2831b FT=.20% LUMBER- BRACING. TOP CHORD 2x4 SP 140.2'Except• TOP CHORD 7-9:2x6 SP No.2 BOTCHORD 2x4 SP No.2 BOTCHORD WEBS 2x4 SP No.2 *Except' 9-10:2x6 SP No.2 WEBS JOINTS REACTIONS. (Ib/size) 10=1129/0.74,1=85/0-8-0, 18=1974/0.8-0 Max Horz 1=485(LC31) Max Uplift 10=555(LC 8).1=220(LC 32), 18=1369(LC 8) Max Grav 10=1207(LC 37), 1=201(LC 24), 18=1974(LC 1) FORCES. (Ib)-Max. CompJMax.Ten. - All forces 250(lb) or less except when shown. TOPCHORD 1-2=1321638,23=298397,34=513281,45=944/617, 5-6=B89/622, 6-7=14797758, 7-8=2909/1334, 8-9=2919/1343, 9-10=1125/547 BOTCHORD 1-19=688/55, 18-19=-686/61, 17-18=732/422,16-17=130/561,15-16=520/l190, 14-15=710/1475, 10-11=125310 WEBS 2-19=341/314, 2-18=-5887795, 3-18=15661786, 6-16=904/527, 6.15=19/411, 7-15=319218, 7-14=1277/711, 11-14=952/2002, 741=578/1414, 9-11=12312703, 417=-Bg5318, 3-17=729/1431, 4.16=120377, 5-16=204/449 Structural wood sheathing directly applied or 4-0-13 off puffins, except end verticals, and 2-0-0 oc puffins (3-11-13 max.): 7-9. Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-" oc brad ng: 11-13 1 Row at midpt 6-16 1 Brace at Jt(s): 9. 11 NOTES. 9) Unbalanced mot live loads have been con sidereal for this design. 2) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps0 BCDL=6.0psg h=15ft; B=60ft; L=57ft; eave=7ft; Cal. II; Exp C( End., GCp1=0.18: M WFRS (directional); cantilever left and right exposed ; end vertical fight exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to preventwater pending. 4) AJI plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonadncurrenlwith any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on Me bottom chord in all areas where a rectan gle 3.6.0 tall by 2.0.0 wide Will gl between the bottom choral and any other members, with BCDL= 10.Opsf. 7) PmVde mechanical connection (by others) of truss to bearing plate capable of withstanding 5551b uplift at joint 10, 220lb uplift at joint 1 and 13691b uplift stjoint 18. 8) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom choral. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 172 He down and 851b up at 41.24 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the tress are noted as front (F) or back (B). 111111111p� ,.P . O .,,Q�\w\......... i No 58126 9'. OF i i. D "SS�0NA� EA% PhI6p J.0'Re(lan PE NaS9126' MRek OSILInc. R. Gent 6834 6904 Parke East Blvd. Tampa R 33610 Date: April 8,2019 ®WARNl10-Vgd7F d4811pwmaN2 andRE4D NOTES ON MS Me INCLUDED WTEr( BEFEREfrCE PAOEWF7475-%0=015 BEFORE USE ' Dml,m what far use only with MRek®aonneaors.lhh design is based only upon parameters shaven, and is for an NelYGualbulabp component, not a areas Wwm. Before use, Me GLNIng designer=at werlfy Me approBNllly of desire parameters and pNpy In er tolpamte this design Into Me o erall builaingdesgn. Brace, inaiaded as to prevent buhAng ofiMNltuaftruss web andlor chord members any. Addeloneltemporeryandpelmanentbrednr Wek' fa re andW prevam tong wM possiblepersonals,sere pmpedydamage. toddy omins,DaerepandBNe and bracing of W59CaoM W555retefrO.9e0 ANSU7PIf Quoddy Cwfeda, OSBdB and BCSIBWIONp Componen dcry. amasses egO4PeAe SaIfabrication,storage. ationaaeN'Ely.areCllon Sa/ey/nbrmaflon available hom Tmsa Plate Institute, 21e N. Lee atreeL 6ude 312, AlexenOda, VA 72N4' 3ast 01Byd. Tampa. FL 38910 �W Job Truss Truss Type Qty Ply RIMIALIN(PINEWOOD41MOD.) T76719990 507277 13 PIGGYBACKBASE 1 1 Job Referents(optional) ❑bbetts Lumber Company, Palm Bay, FL - 32905, - 6.240 s Dec 6 2018 MTek Industries, Inb Mon Apr B 05:55:552019 Page 2 ID:OBbyn7VZIWKSDOYJ1 iZMgUz)(2hablf mG76G2mfs m3v9HZ7sQ6oQOitOMjJSEhTMzSt?2 LOADCASE(5) Standard 1) Dead -Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 UnKarm Loads (pit) Van: 1-5=54, 5-7=54, 7-9=-54, 13-22=20, 12-13=20, 10-11=20 Concentrated Loads Qb) Vert: 25=22(B) ®WAPl1IN0-VadrydoognperameteswoREADNOTO ON 1MSANDINCLU MITENREFENENWPAOE1 7473rev. 1h9.1I2013EEFONE WE. Design valid for use only wM MTeM connectors. Tho design is based ant, upon poorness shmro, and Is far an mdhldual buildingconponenL not �• a miss system. Before use, Me Wiping designer muss sandy Me applici of design pammelem and Moody incorporate this design W.M. avereg buddhgdes0n. amohq Indicated Is to pmveN WoUng ofAOlWual buss web andior Mom Members only. Add Nanaltempomiyandpeenarod NaUnp MITek' Is allays m9ulmd for stability and to graven collapse win possible personal Mlury and property damage. Forgenemlguidancem.aWMa - fMm,allon,sMmg%delivery, ermMm and bratlngoftiussesamlasssydams.see ANSg 110ua1Ay Comde,MS 9.ndBCSIBWMng Component 6904 PeAe East BW. Seetylnformadon Moses Tress Plate midge.218 N.Lee Street, Suite 312, Mexandda, VA 22314. Tampe,R 3010 ' Job Truss Truss Type Oty Pry RJM/ALLIH(PINEWOOD4MOD.) T16719991 507277 A14 PIGGYBACKBASE 1 1 Job Reference tional ribbelts Lumber Company; Palm Bey, FL-M905, 6-m 12 8.240 s Dec 6 2018 MlR-ek Industries, Ina Mon Apr 8 05:55:562019 4x4 = Sra1e=1:82.9 15 14 13. 11 10 9 3x8 _ 2x4 3x0 MT20HS = Sx8 = 3x4 = 34 II 2x4 II - 4x8 = era II 0.11-00-0.0 10.0.0 20.&0 27-0.0 MO NA2M 11 to-s-e. ese + 6-0o Plate Offsets (K.Y).- f2:0-0-0,0-D-21, f4:0-3-0,&3-01, fl l:OA-0,&3-0),116:0-6-0,Edgel LOADING (pst) SPACING. 2-0-0 CSI. DEFL. In (Ioc) I/deg Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.39 11-13 >999 360 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.89 Vert(CT) -0.67 11-13 >585 240 MT20HS 187/143 'BCLL 0.0 'Rep Stress Ina NO WB 0.91 Horz(CT) 0.05 9 n/a n1a BCDL 10.0 Code FBC20171TP12014 Mabix-MS Wind(LL) 0.18 15 >999 240 Weight 2351b FT=20% LUMBER- 'BRACING - TOP CHORD 2x4 SP ND.2 TOP CHORD Structural Wood sheathing directly applied or 232 oc purling, BOTCHORD 2x4 SP'SS•EacePt- exceplendverticals. 3-14.9-11:2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or7-9-10 oc bracing. Except: WEBS 2x4 SP No.2 10.0-0 oc Imaging: 14-16 WEDGE WEBS 1 Row at midpl 5-11 Left: 2x4 SP No.3 ' REACTIONS. (lb/size) 2=2166/0-8.0,9=1266/Mechaniml Max Harz 2=431(LC 6) Max Uplift 2=1202(LC 8).9=697(LC 8) Max Grant 2=2414(LC 29), 9=1309(LC 30) FORCES, (Ib)-Max. CompJMax.Ten. - All forces 250 Ob) or less except when shown. TOP CHORD 2-3=3714/1557, 34=-3613/1697, 4-5=2246/1195, 5-6=1163/771, 6-7=1222/769, 7-8=995/562, 8-9=1254f727 BOTCHORD 2-16=1587/3503, 3-16=851/457, 13-14=348/645,11-13=718/1622, 10-11=-419/865 WEBS 1516=623/1541, 4-16=-750/1474, 4-13=733/561, &11=393l755, 7-10=-589/428, 7-11-146/395, 8.10=54311135. 5-13=43711020, &11=909/570 NOTES- 1) Unbalanced road live loads have been considered for this design. \\\\\ p J. 0, 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=6DIh L=57R; eave=7ft; Cat %% ��,�......,• \% ,.G E N •••• q SF II;Fxp C;End.,GCpi=0.18; MWFRS(directional): left Lumber DOL=1.60 DOL=1.60 ; Q •TyV� •,L �/� cantilever and right exposed; plate gdp 3) All plates ere MT20 plates unless otherwise indicated. NO58126%' 4) This truss has been designed fora 10.0 psfboftom chord live load=onconcunen!with any otherlive loads. • = * �• 5) This bliss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-64) tall by 2-0-0 wide will fitbetween the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. -13 : • Li 7) Providemechanicabconnection (byothems)oftrussto bearing plate capable of withstan ding 1202 lb upliftatjoint2 and 6971b uplift i9 •,. F :E� ,I�� •��\�, 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2661b down and 236 lb up at Q•P 1.9-12 on bottom chord. The desigmselection of such connection device(s) is the responsibility of others. ��. s • .Q� R `0•- \� 9) In the LOAD CASE(S)section, loads applied to the face of th e truss are noted as front(F) or back(B). NlS/ O"p �NAn�!,\�\ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=125 PhIBp J. O'Regen PE No.58126' . Uniform Loads (plf) MReI usk the FL cert 6834 Vert: 1-2=-54, 6-22=54, 6-8=-54,16-19=20, 14-15=20, 9-14=20 6904 Parka East Blvd..Tamp8 R. 33610 Date: April 8,2019 ' Mp•uMyytl,sryn pmameronentors. 0MGTeS aN LBDED AIIIERRYFERENCEPABE N6747y nWf, aIowaonly upon Dsremelerssbwm.antlisromen Individual wre,sgeeFaRE esignw This onlyup vead for use nInto Mentnot Nb4espn DvemO a truss and property design ebusssynem. Beforeuse,Nebu00inp4esg9Mbumust re useMMRek®g designer rift' or ae AdId Ural�ele gofM u2lnSS bchit)=Dammmers baapglen. ol'uMibla Wsswejuga rlioNneda e.ly.A0enere1g.khronnagard niu�NnlWaGq MiTek' NrsOb4icatWtoMevenlbure leerxaysrebulrag torslabiBy taps DmpeMdamage. Ferpenerelaude systls.feeM Sc 9addBxM1e blacM9tiWueseWsStreales,sea cr4eda, DSB419 antlBCglaWltling Cwnponem aucn.n ado ongterusso, rd SabeletimLsleallod 6904 Easl0 airvery,emr5anen4 dra,VAANSVIralfaealtty . Sa/eylnkrmatlon avdAable fiam Tnsa Plate Institute, 211111. Lee glnel, SUM 012, Alexandtle, VA B]14. TO".. I'L Te�a,R 30810 Job Thus Truss Type ply Ply RJM/ALLIH(PINEW0OD4 MOD.) T76719991 507277 A14 PIGGYBACKBASE 1 1 Job Reference(optional) Tibbetts Lumber Company, Paim Bay, FL-32905, 8.240 s Dec 62018 MTek Industries, Inc Man Apr 805:55:562019 Page ID:OSbyx7VZIWKs00YJ1iZMgLhzMha3UDMzcBkl MuW.8LGTtoag4zH2glicrStVl_EOczSt?l LOAD CASE(S) Standard Concentrated Loads 0b) Vert: 23=240(F) Trapezoidal Loads (plf) Vert: 2=-210-to-22=175 Job Truss Truss Type pry Py RJM /ALUH(PINEWDOD 4 MOD.) T16719992 507277 A15 Piggyback Base 1 1 Job Reference(optional) uvuauv wumm niPmsy, raim aay, r -, .. ...s V.0 OLVl6MIIaK mmmMa , mF 54 = _ 6.00 12 8 75aB - ape d uxaa:m 2mB rage 1 'H WvE=LLDDnPjnYFzSt?O. Scale =1:78.0 ,1 16 15 14 12 11 10 4X4 = Zed II 3x6 = 5x10 = 3x8 = 34 '.II 2x4 II 5x8 = 4x8 = ZA II 0111.83-0-0 10-0-0 110 U;t? 33-0-0 nn� 1�ao.nu vnr a.cn I 1 Plate Offsets (%.Y)-- 12:0-1-8 0.2-0) 14:0.3-12 0-3-01 16:030 0-2-01 17:030 0-2.01 112:0-0-12 0-3-01 117:O.6d 0301 LOADING (pat) SPACING. 2-D-0 CSI. DEFL. in Qoc) Well Lid PLATES GRIP . TCU- 20'.0 Plate Grip.DOL 1.25 TC 0.65, Ven(LL) -0.25 12-14 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Ven(CT) -0A5 12-14 >867 240 BCLL 0.0 'Rep Stress Ina YES WB 0.74 Horz(CT) 0.05 10 ma me BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(L-) 0.1412-14 >999 240 Weight 249 lb FT=20% . LUMBER. 'BRACING. TOP CHORD 2X4 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.2 WEBS 2X4 SP No.2 BOTCHORD WEBS REACTIONS. Qb/Size) 2=1377/0-8-0, 10=1215IMechanical Max Ho¢ 2=-400(LC 10) Max Uplift 2=793(LC 12). 10=669(LC 12) Ma[ Gmv 2=1543(LC 17),10=1260(LC 18) FORCES. Qb)- Max. . CompJMax.Ten.- Allforces 250(lb) or less exceptwhensham. TOP CHORD 2-3=2527/1389, 34=-2571/1574, 4.5=2009/1414, 56=1234/1064, 7-8=1023/1033, 8-9=-954r762,9-10=1218/1010,6-7=1060/1038 BOTCHORD 2-17=.1480Y2493, 3-17=2831d73,14-15=334/497,12-14=-956/1530, 11-12=552/1006 WEBS - 14-17=833/1431,4-17=411/679,4-14=568/535;8-11=446/625,9-11=711/1090, 5-14=-395f769, 54 2=723/665, 6-12=2381378, 7-11=413M74, 7-12=291/676 Structural wood sheathing directly applied or 2-11-13 cc purtins, except end vertical a, and 2-M Me punins (5-7-13 max): 6-7. Rigid ceiling directly applied a2-2-0 oc bracing. Except: 10-0-0 oc bracing: 15.17 1 Row at midpl 5-12.7-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=60tt; L=57ft; eave=7ft; Cat. II; Exte C; End., GCpi=0.18; M WFRS (directional) and C-C Extedor(2)-2-0-13 to 3-7-10, Interior(l) 3-7-10 to 19-5-0, Extedor(2) 19-5-0 to 30-0-12, Inledor(1) 30.0-12 to 32-10.4 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 3) Provide adequate drainage to prevent water pending. 4) Al plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcunent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members; with BCDL= IO.Opsf. 7) Refer to girder(s) for buss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7931b uplift at joint 2 and 669 lb uplift at joint 10. 9) Graphical pudin representation does not depict the size or the orientation ofthe pudin along the lop and/or bottom chord. .�%�,�\\\P G E N `- % Q:: No 58,126'� *i %* -9 F :•�: April 8,2019 ®wANN IO- V?dlydaalmrParam4f n AndFeADNOTeS ON 1NISANDBICWOED FOTENRBFERENCEPAGEM1F7471m. 10=015BEFDRe me. Design vane for use onywM Mnesmcanneoon. Tnis design is hazed only upon parameters shown. and is form Individual ideas corroonent, not �. a Mass sWem. Before use, the eundlng designer must verifythe appricabidy of design parameters and proper, ecoreamm Na design his the awned r•Y bundoodesign. Macng indicated is b movedbacking ofiner0dual WN memb ers only. Addgianaitere, aryendpenearmlbradnMOW OW Is aMap requlrtd for dearly ly and to precent conapse area po,sWe personal Injury and proper, eamego. For Benerel ouganco mmi ing me fablmdon, storage,delivery. eretlbn and bracing ofto.d. and Mass system. see ANSe7711 Owner, Means, DSB-09 and BCSI Bundled Compoome 6904 Parke East BAd. Saretylnbmuts. evdilabienom Tmss Plele1ns uta,218N.Lett8lmet,Sulle312,Al..Wgd,VATE314. Tampa.R 36810 Job Truss Truss Type Dty PN RJM/ALLIH(PINEWOOD4MOO.) Ti6719993 507277. A16 Piggyback Base 1 1 Job Reference(optional) Dbbehs Lumber Company; Palm Bay, FL-32905, 8.240 s Dec 62018 MTek 6.00 12 54 - 54 - 5Oa 6 _ Inc Mon Apr 6 05.55:56 2019 24 15 14 13 11 16 9 4x4 = zed II 4x4 = 3xB = 54 = 3x6 II 2x4 II 5xe - 3x4 = 2x4 11 Or11�3-0-0 10-0-0 I 1754) 27-0-0 33-0-0 Scale=1p5.5 Plate Offsets L YY)-- -[2:0-1-8 0.2-01 [4:0312 0-3-0I 15:0-3-8 0.2AI [6:OJ-0 0-2-01 [10:Od-0 D3-01 [16'0-64 0-2-121 .LOADING (pat) SPACING. 2-0-0 CSI. DEFL. in (roc) gde6 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) .0.36 10-11 >999 360 MT20 2441190 TCDL 7.0 lumber DOL 1.25 Be 0.96 Vert(CT) -0.5710-11 1689 240 ' BCLL 0.0 'Rep Stress Ina YES WB 0.85 .Horz(GT) 0.05 9 Na Na BCDL 10.0 Code FBC2017/7P12014 Matrix -MS Wnd(LL) 0.13 15 >999 240 Weight: 2321b FT=.20% LUMBER- 'BRACING - TOP CHORD 2x4 SP No.2- TOP CHORD BOTCHORD 2x4 SPNo.2 WEBS 2x4 SP No.2 BOTCHORD WEBS REACTIONS. Ob/size) 2=1377/0-8-0, 9=1215/Idechadcal Max Hors 2=355(LC 12) Max Uplift 2=793(1-C 12), 9=-069(LC 12) Max Gmv 2=1527(LC 17).9=1245(LC 18) FORCES. (lb) -Max. CompJMax.Ten. - All forces 250 Ob) or less except when shown. TOP CHORD 2-3=2488/1460, 34=-2500/1574, 45=1407/1146, 6.7=994/1013, 7-8=952282, 8-9=-1231/1036, 5-6=-1214/1165 BOTCHORD 2-16=1535/2416. 3.16=236/324, 13-14=-339/550,11-13=1280/1861, 10.11=6031922 WEBS 13.16=948/1317, 4-16=-324/644, 7-10=368/533, 8.10=727/1090, 411=730/599, 5-11=-28/311, 6-10=324217, 6-11=362/630 Structural wood sheathing directly applied, except end vertices, and 2-0-0 oc pudins (44-12 max): 5-6. Rigid ceiling directly applied or 2-2-0 do bracing. Except: 1040 oc bracing: 14.16 1 Raw at midpl 4-11,640 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=6.Opsf; h=1511; B=600; L=5711; eave=7ft; Cat. 11; Exp C; End„ GCPI=0.18; M WFRS (directional) and C-C Exledor(2)-2.0-13 to 3-7-10, Inter 3-7-10 to 1750, Exterior(2) 17-5-0 to 32-0-12, Interior(t) 32-0-12 to 32-104 zone; cantilever left and right exposed ;C-C for members and forces S M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates am MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) • This toss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of. withstanding 7931b uplift at joint 2 and 669Is uplift at joint 9. 9) Graphical purin rep recantation does not depict the size or the orientation of the pudin along the lop and/or bottom chord. J%% \VP G E . S .. .4. '9!��i No'58126' :9 F01. �. 0 cO R , t O r% Et%�., Philip J. O'ReW RE No.58126' MRekUSA Inc. FL Cert6SU 6904 Pelke Fast Blvd. Twist FL23610 Date: April 8,2019 ®WARNMO•Verlly dealpnperemeMn a edltElD NOM ON WSANDINCLODEO MI1E(REFENENCEP4OEWh7472M. idDiEtpid BEFORE U9E Deslgo vand truss enlywM MTeM connectors. Title, desita is based ony upon parameters showa, and b foran admdual building componed,not '��• e buss system. Before use, the building designer mustwoy the apylioaGMyufdesOn Parameters eM pmpeM Itlppmarste NU design Nta the oveng ■ buadingdes'tm.& glndicat top"ntWWngofGMividuelWssmbendbrOoMmembemonry.AddRwnal4mp q.Wlx:munentbm&g MiTek• Isalleys required!forsteMT4y and to preveM meapse vmh peadtle personal Nluryand property damage. Forgeneru gu'donew regarding the fabricmion, slomge,delivery, erecllon and testing afbusses and Moss systems, see ANSB IQWUWCrlfeda,DSB 9addBCSIBWIGng Componem SayeylnPormaflon Tampa. a once fiom Truss Plate Institute,218 N. Lee Street, Sufte 312, Alexandria, VA22314. TFFL 388fEast0 Tampa, L 0 Job Truss Truss Type Oty Ply RJM IALLIH(PINEWOOD4 MOD.) T16719994 507277 A17 PIGGYBACKBASE 1 1 Jab Reference(optional) I1wens LLmwF company, Valle day, IL - saw, a.z,ou s use b zma mu etc lnausules, ma man npr 0 ua:boma zeta 6x8 MT20HS 3.4 = 'Scale=1:69.0 b I� 13 12 11 10 9 8 4x4 = 3x4 I 4x4 = 5x8 = 3x8 = 3x9 I 2x4 II 5xe = as II Or111 3-0-0 10-0-0 18.570 26-0-0' 33-0-0 Plate OBsets(%Y)-- 11:0-0-120-1-2114:03-0U-2-0116:0-3-3Ednel(7:0-1-00-1-81110:0-1-00-3-01114:0-8-00-2-121 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. In goc) vdeft L/d PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC 0.94 Ven(LL) -0.42 9-10 ,936 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Ven(CT) -0.69 9.10 >573 240 MT20HS 1871143 SCLL 0.0 Rep Stress lnrr YES WB 0.85 Horz(CT) 0.05 8 ate Na BCDL 10.0 Code FBC2017frP12014 Matrix -MS Wnd(LL) 0.14 13 >999 240 Weight 224lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2a4 SP'Ne.2'Except• 10.13,8-10: 2x4 SP SS BOT CHORD WEBS 2x4 SPNo.2 WEBS REACTIONS. (Ibfsize) 1=1282/0-8-0, 8=1218/Mechanicel Max Holz 1=286(LC 10) Max Uplift 1=613(LC 12), 8=676(LC 12) Max Grav 1=1370(LC 17),8=1218(LC 1) FORCES. (Ib).-Max.. CompJMax.Ten.-All forces 25001b) or less except when shown. TOP CHORD 1-2=-2506/1610,2-3=2541/1838,3.4=154011267,6-7=997/836, 73=1192/1055, 4-5=1332/1220, 5.6=841/878 BOT CHORD-' 1-14=16792411, 12-14=0258, 2-14=294/471, 11-12=3621600, 10-11=1303/1744, 9-10=-882/1204 'WEBS 11-14=945/1149,3-14=646f776,7-9=690/1071: 3.10=522/551,4-10=229/417, 5-10=90P340, 5-9=650/548 Structural wood sheathing directly applied or 2.2.0 oc pudins, except end verticals, and 2-0-0 oc pudins (4-11-14 max.): 4-6. Rigid ceiling directly applied or 5-104 oc bracing. Except 10-M ob bracing: 12-14 1 Row at micipt 5-9 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wad: ASCE 7-10; Vult=170mph (3-second gu at) Vasd=132mph; TCDL=4.2psf; BCD L=B.Opsf; h=1511; B=60ft; L=57ft; eave=7ft; Cat. It; Exp C; End., GOP I=0.18; MWFRS (directional) and C-C Fxtedor(2) 0-0-0 to 5-6-6. Intedor(1) 5-8-6 to 15-5_0. FxtedGr(2)15-5-0 to 23-5-12, Inlertor(1) 23-5-12 to 26-0-0. Exterior(2) 26-0-0 to 32-10-4 zone; cantilever left and right exposed ;C-C for members and forces S M WFRSfor reactions shown; Lumber DOL=1.60 plate gdp 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 par bottom chord live load nenconcument with any other live loads. fi) This buss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a recten gle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. _ 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical' connection (by others) of truss to beertng plate capable of withstanding 6131b uplift at joint 1 and 5761t uplift at joint 8. 9) Graphical purge representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. �Q�P G E 1V No 581'26 9 • OF •4t: April 8,2019 ®WARNING- Vadfy dWmr paremefvn and REApNOTE80N7Nr5ANDhVCLL1wD,WTFXNEFENERCEPACEM%7aJ m. 1034201581DFOREME �• Oesgn valid for use only With N4TeMs connectors. This deslpn is based only upon parameters shorn, and Is loran Individual building Marooned, not a suss system. Belem use, the Wading desgner=at verily 00 applicabiny of desgn entertained and pmpeM Inoorppmte this desgn Imo the overen Wildiogdesgn. among indicated 'w to prsvem WGnnp ofleividualtrusswebandloreAaNmanders only. AddNonn temporary and Remunent SmrNg MITeW LalwaysreauaedforsiabEyaWMpreventmbpsewMMwss personal NjuryaMpropertydanege. Forgenemlguidancoregardingthe fobl,slon,storapgdaMery, erection and bracing see ANSVIPI1 Gushy/crusade, GS"9 endBOal Bundles Component 6904 Parka East Ovi. Sefarynadvanoden instant WmTmss Plate histaNe,218 N. Lee Street, Suite 312, Alexandria, VA22314. Tempe,FL 3010' Job Truss Thus Type cry Pry RJM/ALUH(PINEWD0D4MOD.) T16719995 S07277 A18 Hip 1 1 Jab Reference(optional) Tibbetts Lumber Company, Pant Bay, FL-32905, 8.240 s Dec 6 2018 MiTek Industries, Inc. 5xe = Scale =1:612 3x4 =. 2x4 II Sxe = 15 14 22 13 12 11 3x6 II 4x4 = 3,10 = 2.4 It 7-0-0 135-0 17-0-0 1 224i-0 33-0-0 7-0.0 I fi5-0 3-TO 6-241 108 l Plate _Offsets (XY)-- (l:Edge0-1-12113:0.3-00-2-0116:03.00.2-01(10'0-5-80-gA .LOADING (psf) SPACING. 2-D-0 CSI. DEFL. in (too) I/de0 L/d PLATES GRIP TCLL 20.0 Plate GNP DOL 1.25 TC 0.82 Vert(LL) -0.37 8-9 >999 360 MT20 2441190 .TCDL 7.0 ,Lumber DOL 1.25 BC 0.63 Vert(CT) -0.63 8-9 >621 240 'BCLL 0.0 'Rep Stress Ina YES WB 0.99 Horz(CT) 0.05 8 n/a TVa - BCDL 10.0 Code FBC20177rP12014 Matrix -MS Wnd(LL) 0.10 11 >999 240 Weight 241Its FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 •Except• 5-10:2x4 SP SS WEBS 2x4 SPNa.2 BRACING- TOPCHORD BOTCHORD WEBS REACTIONS. gb/size) 15=1214/Mechaniw1, 8=1215/Mechanir I Max Horz 15=255(LC 12) Max Uplift 15=615(LC 12), 8=693(LC 12) Max Grav 15=1356(LC 17), 8=1277(LC 17) FORCES. (Ib). Max. CompJMaz.Ten. -All forces 250(I1b) or less except when shown. TOPCHORD 1-2=1438/973,2-3=-1356/1091,3A=1504/1322,45=1303/1157,5£=1303/1157, 1-15=1297FJ74 BOT CHORD . 14-15=335/274, 13-14=1074/1380, 9.10=1113/1548, 8-9=5601705 WEBS 2-14=-303/406, 2-13=240/287, 3.13=397/352, 10-03=99211371, 3-10=5831786, 4-9=343/287, 6-9=335/431, 6-9=648/1082,1-14=802/1252, 6-8=1242/1020 Structural ..ad sheathing directly applied or4-1-13 oc pudins, except end verticals, and 2-0-0 oc pur ins (4-9-0 magi 3-6. Rigid ceiling directly applied or5-7-15 oc bracing. Except: 10-0-0 oc bracing: 10-12 1 Row at midpt 2-13, 3-13, 4-9, 641 NOTES. 1) Unbalanced roof live loads have been Considered forthis design. 2) Wind: ASCE 7-10; Vul"70mph (3-second gust) Vasd=132mph: TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=60ft; L=57ft; eave-7ft; Cal. II; Exp C: Encl., GCpl=0.18; MWFRS (directional) and C-C Extomor(2) 0-1-12 to 5-10-2. Intedor(1) 5-10.2 to 13.5-0. Extedor(2) 13.5.0 to 21-5-12, Inledor(i) 21-5-12 to 28.0-0, Exledor(2) 28-0-0 to 32-10-4 zone; cantilever left and right exposed ;C-C for members and forces 8.M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3). Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load noneoncumenl 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 rectsn gle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= IOApsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical .Connection .(by others) of truss to bearing plate Capable of withstanding 6151b uplift at joint 15 and 6931b uplift at joint B. 8) Graphical purlin representation does not depict the size or the orientation of the pudin along the lop and/or bottom chord. ,%4qx)\V�P C E N'R G1. �i1 No 58126 � Pr�<41 O R\%N 4s foNA till1�,%�. PhilipJ. O'Hege9 PE.ND38126' Mlrek USA. Ina. FLCed,6634 69D4 Parke Fast Blvd. Tempe R. 33610 Date; April 8,2019 ®wildefiNO-Vefi dog reper9m9rahranaBEAO NOTES ON THISANOINCLUaEO MITEN REFEBEMCEPA0E110.1Qi m. 101201613VOBB WE. �' Design cold for use onywlh MTeM connectors. This design Is based only dean parameters shown, and is loran Individual building component, not a tress system. Sam. use, Me binding deslgnerinust very the applicobily of tlesign parameters and pmpery Incorporate NU design Interne owned buldinpdesgn. BteWg indicated is to prawrd Melding of NdNNual Wss web endlorchoN members crib. Addlwneltempararyendpemmnentbmtlng MiTek' uoWysrequiredforMabOyaMWp McollapsewlhpossblepersonalbluyaMMmrtydamge. Forgeneralgu"vlanseregerGvpthe fabrication, stories. delhen, emotion and hadng of musses and suss systerte, see ANSVTPI10ua1I1,Cr d.,DSB-09end BCSIBWIWng Comp oM 69" PaM1e East&utl. Sarefylnrormation awilable form Truss Ram Instlule, 218 N. Lee Banat Sine 312, Alexandra, VA 22314. Tampa, FL 26610 Job Truss Truss Type Oty Ply RJM/ALUH(PINEWOOD4 MOD.) T167199% 507277 19 Hip 1 7 Job Reference(notional) ribbelts Lumber Company, -Palm Bay, FL-32905, 8.240 s Dec 62018 MRek Industries, Ina Mon Apr 805.-56:012019 Scale =1:59.3 54 = 3x4 = 516 = Sni = 54 15 14 13 12 11 34 II 4x4 = 418 = 2x4 II 6-0-0 11-5-0 17-0-0 ass 17 E 23-03-0-0 z6 -0 3 soo I 56-0 I 5-7-0 sI 98-0 ' Plate Offsets ()(,YH- (3:0.3-0,0-2-01, (5:0-3-00-3-01,16:0-3-0 0-2-01 110:0812.D-2-Ol LOADING (pat) SPACING. 2-0-0 CSI. DEFL. in (hoc) Vdefl Ud PLATES GRIP . TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.26 8-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) .0.48 8-9 >818 24D BCLL 0.0 'Rep Stress Ina YES WB 0.71 HOrz(CT) 0.06 8 rda rda BCDL 10.0 Code FBC2017/rPI2014 Metal Wind(LL) 0.12 11 >999 240 Weight 232 lb FT=20% LUMBER. TOPCHORD- 2x4SPN0.2 BOT CHORD 2x4 SP'No.2 WEBS 2x4 Ste No.2 BRACING. TOPCHORD BOTCHORD WEBS REACTIONS. (Ib/size) 15=1214/Mechanica1,6=1215R4echanical Max Horz 45=255(LC 12). Max Uplift 15=61 SIX 12). 8=693(LC 12) Max Grav 15=1280(LC 17). 8=1238(LC 17) FORCES. Qb)-Max. Comp/Max. Ten. - Ali forces 250 Ob) or less except when shown. TOPCHORD 1.2=1276/919,2-3=1326/1080,3-4=1640/1402,4-5=1341/1157,"- 1341/1157, 1-15=1224/915 BOT CHORD 14-15=357/215,13-14=1060/1210, 9-10=1278/1670, 8-9=412/486 WEBS 2-04=-399/425, 3-13=312/256, 10-13=987/1226, 3-10=5641779, 4-9=430/391, 5.9=386/501, 6-9=877/1247, 1-14=785/1151, 6-8=116211040 Structural wood sheathing directly applied or4-9-9 oc punins, except end verticals, and 2.0-0 oc pudins (4-5-10 max.): 36. Rigid calling directly applied ar5-1-2 oc bracing. Except: 10-D-0 oe b2ang:10-12 1 Row at midpt 3-13.4-9.6-9. 8-8 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul"70mph (3-secand gust) Vasd=132mph: TCDL=4.2 Par: BCD L=6.0psf; hot5ft; B=60ft: L=57ft; eave=7ft: Cat. II; Exp C; End., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6.0-0, Interior(1) 6-0-0 to 11-5-0. Extenor(2) 11-5-0 to 19-5.12, Intedor(1) 19-5-12 to 30-0-0. Extedor(2) 30-0-0 to 32-10-4zone; 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 par bottom chord live load noncancumenl with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for Wss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6151b uplift at joint 15 and 693 lb uplift at joint B. 8) Graphical pudin representagon does not depict the size or the orientation of the pudin along tha lop and/or bottom chord. �GENS No 58126 �9. F 4(1 � 0.O.n .jpRJOP'�� 415400, & NA E?C��. POIBp J. O'Hegan PENoMl26 M(fN(USA.Inc FLOertSS34 6904 Parke Pad Blvd.Twpa R.33610 Date; April 8,2019 ®w411esgo-verlyyawgnParemamm mdy:FAoxo7es oNR MDINCLOW1BISNAPFER MPAGEN7 3.. 1G=05BUOREUSE oesgn val'm for use anlywM MDek®anneclore. This desim is based only upon paremNem shewn, and is moron lndhedual bu0aing component, not a buss system Before use,the cording deslgnernowwriy the appacebaay of de96n paramelem and property Incorporele thb design Intothe owma ■ builorngdesim. Bracing lMiatcabie pawntioncelp of btlydual inrssweb enGM NON members any. Ackiftnaltemporeryand neananerenouq MiTek' isaMaw required for soolfty and to prewm collapse weh possiW¢ personal Injury aM property damage. Forger sI guidancerenaming the (aMOlpn, etORge,d¢rMmy,¢Rtl anent aROng aIhY59eaeIW W9S Eyele116.9¢9 AVWrP1f ouauy croon., DSB4e and SCSI Bunning component 6904 Parke East Blvd. Sarayrnnormagon awlable from Truss Plate lnaMule,218 N. Lee Scent. Sune 312. Alexandre. VA 22314. - Tampa, FL 3661D Job Truss Tnlss Type Oty Pty RJM/ALLIH(PINENOOD4MOD.) T76719997 507277 A20 HaH Hip 1 1 Job Reference Lcptlonart bbehs Lumber Company, Palm Bay, FL-32905. 2x4 54 = 2x4 II 13 21 22 12 11 10 6xe = 4x8.= U4 II B.= s Dec 6 2018 MTek Industries, Ina Mon Apr 8 5xe = 94i-0. V - 17rr.. 2410-0 33-0-0 95-0 ]-7-0 03-8 7E-12 I 8-1A2 U4 II Scale =1:59.6 Plate Offsets (_( Y)-- 13:".0 0-2-01 15:0-4-0 03-01 19:0.2-12 04-01 .LOADING (pat) SPACING. 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0.88 Ven(LL) -0.18 12-13 >999 360 MT20 244/190 TCDL 7.0 .Lumber DOL 1.25 BC 0.78 Vert(CT) -0.36 12-13 >999 240 BCLL0.0 -Rep Stress Ina YES WB 0.90 HOrz(CT) 0.08 7 Na Na BCDL' 10.0 Code FBC2017frP12014 Matrix -MS Wind(LL) 0.16 10 >999 240 Weight: 2141b FT=20% LUMBER. 'BRACING. TOPCHORD 2x4 SP No.2 TOPCHORD BOTCHORD 2x4 SPNo.2 WEBS 2x4 SP Nmt? BOTCHORD WEBS REACTIONS. gb/size) 7=1215/Mechanical,13=1214/Mechanicel Max Harz 13=282(LC 12) Max Uplift 7=699(LC 12), 13=609(LC 12) Max Grav 7=1235(LC 17), 13=1307(LC 17) FORCES. (Ib)-Max. CompJMax.Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=-1351/1014,34=1882/1524,45=1889/1515,6-7=1871254 BOTCHORD 12-13=105911069, 49=439/555, 8-9=1078/1471, 7-8=1078/1471 WEBS 2-12=-42/341,3-12=315/313.9-12=1015/1210,3.9=694/939, 5.9=.552/540, ' 5.8=0/371', 5.7=1761/1285,2-13=-1367/973 Structural wood sheathing directly applied or 4-11-7 as pudins, except end verticals, and 2-0-0 oc pudins (3-2-8 max): 3.6. Rigid ceiling directly applied or 5-6-9 oc bracing. Except: 10-0-0 oc bracing: 9-11 1 Row at adept 9-12. M. 5.7. 2-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: VuI"70mph (3-second gust) Vasd=132mph; TCDL=4.2psF BCDL=6.Opsfl h=15ft1 B=60tt; L=57ft; eave=7ft; Cal II; Exp C; End., GCp 1=0.13; M WFPIS (di rectionaQ and G-C Extenor(2) 0-1-12 to 5-10.2, Intenor(1) 5.10-2 to 9-5-0, Exterior(2) 9.5-0 to 17812, Intenor(i) 175-12 to 32-10-4 zone; cantilever left and fight exposed ;C-C for members and forces 8 M WFRS for reasons shown; Lumber DOL=1.60 plate grip DOL=1.60 8) Provide adequate drainage to prevent water pending. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 6) Refer to girders) for truss to truss connections. 7) Provide mechaNral connection (by others) of truss to bearing plate capable of withstanding 699Is uplift at joint 7 and 6091b uplift at joint 13. 8) Graphical pu din representation does not depict the size or the orientation of the pu din along the lop and/or bottom chord. �k��wur►rura P C E j No:58126 i�01 N A; % Phmp J. OTtegan PE NDZB128 MRekUSA. Inc. FL Ced Il 6904 Parke Cast Blvd. Tampa R.33610 Date: April 8,2019 eWA INO-VedrydmrOnpaamefommd EADNOMSOMMSANDINCLWFDAnrENREME CEPAGEMD7473m. IM341015BEF011EIRE Desgn cold feruse Onlywtb MTek®MnneWers. This design b based only open parameters shown, and 4 form Individual balding cosecant, net �• a Wu system. Betum use, the bdlaing deslgnermustvz,ifythe appriraWldy of desea parameters and Peped, Mearrarale me deagn am the mare) buldingdesgn. Bracing Indicated In to prevent buakl,m mNdividuelhuss web anaor choal members only. Adddionallemporenandpem,anentbraWg MT®K baNawrMuhedforsWbl'tyaMOpmwntwlaMewM uSlecemonelin)myeMMm nydamage. Forgereseguidancom.ningthe fabdcaaon,storage. dewey; erection and bracing afWues and buzesysimm.See ANSV7P110uaaly CMd;DSBA9andBCSIBWI/ gComponerd 6904 PaMe East BIM. Sakylnewmaeon oversee tram Truss Plate Ine Ws,218 N. Lee Street. Sul, 312, Alexandra, VAM14. Tampa, FL 361110 Job Teas Truss Type Oty Pty RJM/ALLIH(P.INEVOOD 4 MOD.) Tifi719998 507277 A21 Hal Hip 1 1 Job Reference(optional) Iabetis Lumber Company, Palm Bay, FL-32905, 5xe = 5x6 8.240 s Dec 6 2018 M7ek 3x4 = 3x4 = 6x8 = 13 12 11 10 axe II 5x14 = 64 II Inn Mon Apr 8 05:56B52019 7-5-0 17-0-0 17 3tA 4104 233-0-0 75-0 '71 0 41 7- 12 11-12 3x6 = Scale =1:59.6 Plate Offsets (X Y)-- ILEdge 0-1-12] I2:0.38 0-241 [5:0-3-O Edge] 19:0-G00-2-8) 111:0-&00-1-81 f12:0800.2-01 - - - - - - LOADING (psf) SPACING. 2.0-0 CSL DEFL. in goc) Well LJd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(Ly -021 11-12 >999 360 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 Be 0.89 Vert(CT) -0.4411-12 >882 240 BCLL 0.0 'Rep. Stress Ina YES WE 0.65 Hom(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wnd(LL) 0.21 10 >999 240 Weight: 2071b FT=20% LUMBER- 'BRACING - TOP CHORD 2x4 SP No.2 •Except• TOP CHORD 1-2:2x4 SP SS BOT CHORD 2x4 SP No-2 BOT CHORD WEBS 2x4 SPNo.2 WEBS REACTIONS. (Ib/size) 7=1215/Mechaniea1,13=1214/Mechanical Max Horz 13=221(LC 12) Max Uplift 7=686(LC 12), 13=-622(LC 12) FORCES. (lb) -Max. CompJMax.Ten. - All forces 250 cab) or less except when shown. TOP CHORD 1-2=1299/936, 2-3=1079/969, 34=2217/1759, 4-5=1716/1270, 5-6=1716/1270, 6-7=11441960,1-13=1156/939 BOTCHORD 12-13=403/166, 8-9=17792252 WEBS 2-12=01323, 3-12=10101778, 9.12=1459/1610, 3-9=4561772, 4-8=-616/586, 5-8=478/574, 6.8=1434/1935, 1-12=-634/1108 Structural wood sheathing directly applied or 5-1-1 cc purlins, except end verticals, and 2-0-0 oc pudins (2-2-0 max.): 2.6. Rigid ceiling directly applied or43.10 cc bracing. Except 10-0-0oc bracing: 9.11 1 Row at midpl 3-12. 9-12, 4-8, 6-8 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft B=6011: L=57ft; eave=7ft; Cal. 11; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Fxtenor(2) 0-1-12 to 5-10-2, Interior(l) 5-10-2 to 7-5-0, Exhmor(2) 7-5.0 to 15.5-12, Interior(1)15-5-12 to 32-104 zone; cantilever left and right exposed ;6C for membersand forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevenlwaler ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenlwith 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 ghder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstan ding 6861b uplift at joint 7 and 6221b uplift at joint 13. 8) Graphical pur in representation does not depict the size or the orientation of the puffin along the top end/or bottom chord. No .58126 ' 9 S OF �4O�FS,............ O R 1 ?\��, C• 15 6% NAE%i%% 1181,111%Philip.J. O'ReOan PIE Na:58126 MRbkMill, .Inc. FL Cart 6634 6904 Pars Past Blvd. Tampa R.33610 Date: April 8,2019 ®WARMNO MIF74rl rev.fapomeene6noa USC LpnpireeD enenORPAp NOr89 aNTN1e ANg INOLVaag Aterssh n, andC8PA08 Design ruseor etisdesioamp¢nenvnM bEesbn0aflsedonhofdmpnpam oNmeMe ��• temn,enddfor Inarxeroan atrossvaAdforuse WiW)gdesegnerm M 4esBn Palenmm and oNpell/NfAlppnll0 Nla d¢Sga Nlo Na eVerBO 9WSSldesi,. NGed ealll¢rose w¢r Me ,in atoaeventlrmKtg ofh an an Nep members only..Forgerenal,01anarenar pe�manenl dating WJEN9Eesgn: 6forst indicated d t¢prewn 9h MiTek' osNtlualeussweb pupae IS eMeya re4ulred(orsdaJay and to pnaent collapse With ppsslEle personal Njuryand pmpeM ESIMurl uest,cre creams VS 9andBNe fe5efyinfstpreae, deltyery;ef.mT.nEdtG en.Le, sMS.ft.ee ANSVA=314. aynraede, DSadB andaCSlBWlding Component 6904 InMdWme9 Salelylnyormatlon availaNe(mmTmss Plate lnslE¢le,2te N. Laa SIreeL Sule 312, Alexendde, VA 22114. Tonva,Ae 3Ent 6610hd. Tertga, FL a6610 Job Truss Tnas Type Oty Pty RJM/ALLIH(PINEWOOD4MOD.) T76719999 507277 A22 Half Hip 1 1 Job Reference (optional) Sea z,oapany; Isla oay, IL - 44ew, S8= 8.00 12 3x4 = 2x4 II B.zNJ 5 Dec 6 zultl MI I eK 54 = 4x8 = Inc man Apr a uo:oo:w zuiv rage i 5hg6B2z_84BN7Ms1y01LrIPMLDzSt t n" Seale=1:582 3.4 II 2 3 4 5 B 20 I/ 3 12' 4x10 - 16 15 14 11 10 21 a 22 a axe II axe = 2x4 II 3x4 II Sx8 = 54 = axe = 5-507.6-0 I 10-6-B 17-10-0 25-4-0 33-0-0 Plate Offsets ((,Y)-- 12:0.3-0.0-2-01, [5:030.0-3-01,19:030.0-3-01 112:038 0-2-4]113:0-" 0-3-01 LOADING (pat) SPACING- 2.0-0 CSI. DEFL. In 0oc)' Veen L/d PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TC 0.80 Vert(LL) 4).14. 4 >999 360 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.64 Vert(CT) -0.31 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.79 HOR(CT) 0.14 8 n/a n/a ' BCDL 10.0 Code FBC2017rrP12014 Mabix-MS Wind(LL) 0.23 4 >999 240 Weight 223 Us FT=20% LUMBER- BRACING - TOP CHORD 2x4 Ste No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOTCHORD WEBS REACTIONS. (Ib/size) 8=1210/Mechaniwl, 16=1210/Mechaniwl Max Hore 16=161(LC.12) Max Uplift 8=677(LC 12), 16=636(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250(lb) or less exceplwhen shown. TOPCHORD 1-2=1151/889,2-3=1931/1690,3<=2449/2044,4-5=2445/2051,5-6=1818/1375, 1-16=11621959 BOTCHORD15-16=276/112,3.13=627/403,12-13=1713/1957,4.12=313/414, 9-10=972/1336. 8-9=972/1336 WEBS 2-05=1419/1329,13-15=1272/1379,2-13=1541/1892,3-12=-493/753, 10-12=1440/1851,5-12=-715/664,5-10=-701/777,6-10=504/607,6.9=0/333, 8-8=1635/1190; 1-15=722/1079 Shuctural wood sheathing directly applied or4-10-10 oa pumns, except end verticals, and 2-0-0 cc pudins (337 max.):2-7. Rigid ceiling directly applied or4-6-1 oc bracing. 1 Row at micipl 10.12,6-8 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=6.Opsf; h=150; 8=60ft; L=57ft; eave=7ft; Cat. II, Exp C; End., GCpi=O 18; MWFRS (directional) and C-C Extedor(2) 0-1-12 to 13.5-12, Inlerior(1)13 5-12 to 32-10-4zone; 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) 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 alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) fortruss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 677 lb uplift at joint 8 and 636 lb uplift at joint 16. B) Graphical putlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. ENS*-. 94'��. i. ND58126 3 11 8 0NAL� PhNp J. O'Hegan PE NOS812fi MITI;k US/L)na. FL Cert 6634 6904 Parb Fast Blvd. Tampa FL 33610 Dare: April 8,2019 ®WABfBwa•Vse only MMsTeM Mature RE4a Ba7Ba DBonedan)Iupon paBDeten.h...ndCEaan Ino idual raflargc emoeMnet USE' Design truss wild lot BurnNywMMTek®gdesig.r ThIvsis sftheign Is aWflubny0fdaign parinters anendhbr on NEMdueMhdesBnInry the a,not MF e rdir system. Before use, the Waaiea 4esgnermuslvedlythe app0ra5aayel Oeegn parameters e,10 prepeAd Inmryorete tits design Inra the owmA bu0dbrmqun fornabMirale4hpp ntwbuoye of SbTeMmonalhiu dUr MMAydbenonlForge erei temporenanarmanentb,sWO MiTek'. b elrreyz . st rag .:1s1 q. ieM to prevent ding of nes s sale personal s. see,ld ProDeM 4e 11e. Fo MyCral B a DS re9=dBthe rabdrallomseetion daMable2gn-rena brednntiWsses end Lee Sbeetm ue, 31 ANSI/AM14a11b Glletla, DSBd9 antlBwlBWldinBComponenl TaWa,he 3661BM. Sarory /nNrmatlon ev4laDle fiord Tmsz Plate Institute. 218 N. Lee StreN, Suite 312. Alexandria, VA22314. Tampa,R 36fi10 Job Trss Truss Type Oty Ply RJM /ALLIH(PINEWOOD 4 MOD.) T1672000D 507277 A23 Roof Special 1 1 " Job Reference lional T lDbeas Lumber tympany; Palm uay, rL-sBw, 75-0. 105 7.6-0 2-11 64 14 6� 3x6 = 2x4 II u.zou s wee d zulomues mctames, mc. man�r owmo:of u,a Scale =1:56.9 54 = 4x10 = 3.4 II 13 10 '9 8 7 3.4 II 3x4 6x8 = 5x6 = 'Bx6 = ' LOADING fte.0 SPACING. 2.0-0 CSI. DEFL. in (loc) Well Vd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(ILL) -0.23 11. >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.46 9-10 >854 240 . BCLL'. . 0.0 Rep. Suess Ina YES WB 0.84 Horz(CT) 0.20 7 n1a n/a - ' BCDL" 10.0 Code FBC2017/RPI2014 Mabix-MS Wnd(LL) 0.35 3 >999 240 'Weight: 210 lb FT=20% . LUMBER- BRACING- TOPCHORD: 2x4 SP No.2-•Except TOPCHORD 2-0-0 oc puffins (3-4-8 max.): 1-6, except end vortices. - ' . 1-4: 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 4-3-2 oe bracing. ' 'BOTCHORD 2x4 SP No.2 WEBS 1Row at midpl - 1-12,9-11,5-7 - WEBS 2x4 SP No.2 REACTIONS. (Ib/s(ze) 14=1210/Medianica1,7=1210/Mechanical .. Max Uplift 14=-656(LC 12), 7=656(LC 12) _FORCES. (Ib)-Miss. Comp./Max. Ten, -All forces 2500b) or less except when shown. . TOPCHORD 1-14=-1129/910,1-2=2739/1944,2J=3381/2293,3A=3369/2309,4-5=-2217/1476 BOT CHORD 2-12=-817010, 11-12=1910/2745; 3A 1 =2401276. 8-9=1113/1622, 7-8=-111311622 WEBS 1-12=2036/2868,2-11=-528/810,9-11=-1547/2257,4-11=837/1170,4-9=810045, 5.9=462(700, 5.8=01317, 5-7=186011272 NOTES 1) Wnd: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=60tt; L=57ft1 eave=7ft; Cat. 11; Fxp C; End.; GCpi=0.18; MWFRS (directional) and CC Exledor(2) D-1-12 to 5-10-2, Intenor(l) 5-10-2 to 32-104 zone; cantilever left and right exposed ;C-C for members and tomes & M WFRS for reactions shown;. Lumber, DOL=1.60 plate grip DOL=1.60 2) Provide adequate -drainage to preventwater pending. 3) This "as has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. .. 4) - This Musshas 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. 5) Refer to Birders) for truss to truss connections. 6). Provide mechanidal.connection (by others) of buss to basing plate capable of withstanding 656lb uplift at joint 14 and 65616 uplift aljoinl7. 7) Graphical pu din representabon does not depict the size or the on entation of the pu din along the top and/or bottom chord. April, 8,2019 ®WARNING- VisydeeMnparametea andREr10 NOTES ON 110SANBINCLWEDEgfEAREPERENCEPAOENIF1473rev. fNDL10f6BEFOREIRE �' Desgn veldfor use anlywM annek®connemom. This dasgn b based only upon parameters shown, and 4 faran Individualladingcomponent.nM- a Wss syslem. Before use, me building des ,ner must van, me appliraNNm y of design parameters 30 proceeds mcorporste the design rile me ovand buildingdesl9n. Bmdngbldkete topm�MbuWingofindWualtmsswebenNoiOoNmembersonly. Admionaltempoaryardpermanentbndng MOW is sways required fafstabady antl m prevent cu0apsewbh possible pesonal injury and pmpeM damage. For9anealguidanceregeMingthe fabrication, storage.derrmry, erecuon and berating ofbusses and truss system. see AN80Tp11QmWCdleda,0"9andBCS/BWNing Camponeff! 6904 Parke East ave. Safety/nlomahon avaOaGle from Truss Plate InsNNe, 21a N. Lee atreel, Sufta 312, Ale,arMria, VA22314. Tampa, FL 36610 Job Truss Truss Type Ory Ply RJM l ALLIH(PINENAOD 4 MOD.) T767201)OI 507277 A24 ROOF SPECIAL GIRDER 1 as L Job Referents bona wniP=try, raun eey, ri. -aA , 44 = Sxa = 3.4 II 4x4 = like = M 124 20 2 3 g M 4 oV r 2%,5 o.z9u s uec o Lul3 col . 2x4 II 29 Scale =1:572 4x10 = zw II 30 oa7 31 pa 32?A 34 IF POWs 11 IN AP MIES 18 35 17 35 16 13 39 40 12 41 42 t1 43 44 1045 46 47 9 axe II 4x10 = 2x4 II 2x4 11 6xe = 5x6 = 2x4 11 6x0 7x14MT20HS = 1 I 2-1-7 27-13210N5z]UNN Tt 9.AA 334}0 s9A Plate Offsets (X Y)-- 12:0.4.0.(-1-121.15:0.3-12,0-0-81.111:0.".G,"1.112:0-3.8,0.3-01. 114:0.9-0,0-1-81 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in Dec) gdeg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.45 13 >875 360 MT20 244/190 TOOL 7.0 .Lumber DOL 1.25 BC 0.83 Vert(CT) -0.86 13 -455 240 MT20HS 187l143 BCLL 0.0 'Rep Stress Ina NO WB 0.86 Horz(CT) 0.37 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.73 13 >534 240 Weight 4571b FT=20% LUMBER- TOPCHORD 2x6SPNo.2 BOTCHORD 2x4SPNo.2•Fxcepr 14-15: 2x4 SP SS WEBS 2x4 SP ND,2 REACTIONS. (Ib/size) 18=2565/Mecharieal, 9=2584/14echanical' Max Uplift .18=1434(LC 8), 9=1465(LC 8) Max Grav, 18=2734(LC 26). 9=2761(LC 25) BRACING- TOPCHORD 2-0-0 oc pudins(3-4-13 max.): 1-8, except end verticals. BOTCHORD Rigid ceiling directly applied or 53-8 oc bracing. FORCES. Ind)'- Max. CompJMax. Ten. - Al forces 250 (Ib) or less except when shown. TOPCHORD 1-18=2660/1455,1-2=2746/1433,23=10252/5352,3-4=10701/5570,45=136350788, 546=597813159, 6-7=597W159, 8-9=290/271 BOTCHORD 3-15=298/262,14-15=7376/14066, 4-14=643/1553,12-13=175PJ81, 11-12=3549/6745, 10-11=2033/3830, 9-10=2033/3830. WEBS 1-17=1938f3706,2-17=-3812/2215,15-17=-1535/2931,2-15= .260/8159, 4-15=-3679/1977,12-14=3624/6837,5-14=3753RlO4,5-12=2223/1490,5-11=-901/4B4,. 6-.11=570l591, 7-11=1324/2526, 7-10=01482; 7-9=.44462371 NOTES- 1) 2-ply tm as to be connected together with 1Od (0.131 XJ") nails as follows: Top chords connected as follows: 2x4- 1 row at 0-9-0 oc, 2x6 -2 road 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 0.9-0oc. 2) All loads are considered equally applied to all plies. except if noted as front (F) or back (B) face in (he 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; Vu It=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL-6.Opsf; h=15ft; B=60ft; L=5711; eave=7ft; Cal. II Exp C; End., GCpI 018: MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding 5) All plates areMT20 plates unless off emise indicated. 6) The Fabrication Tolerance at joint 14:= 6% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcunrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectan gle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer togirder(s) for truss to buss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143410 uplift at joint 18 and 1465lb uplift it joint 9. 11) Graphical pudin representation does not depict the size or the orientation of the pudin along the top end/or bottom chord. ��o%\P 4 Jr F O R ��♦♦♦ FG :.%Q� v�GENSF.9,L♦♦ i No58126 ♦♦i�Fs O R ♦♦�♦S ff ONA1 PhMP J. OTlegan PE N0.58126 Mlrelr 11K Inc. FL Cart 8634 6904 Patina East Blvd. Tampa FL 33610 We: April 8,2019 ®WARNING-Vtiffyd.1I111eamdwvmdRZV1V MOTES CN3r03AN0rNCLV0E0 alrmix )WiifCEPAOEA 703m. 1at112015BBF0RBB3E 9 Oesgn vend foruse onlywm MTeM connedws. This design b based onq upon pe_mmders shown, and is form lnAnduarbugElng con meM. not � a tensesystem Bermeuse,me bulainB desgner ndelvellly rue.W&xbnayofdesgn parameters and lmpery hoomixte thbdesgn Into the o ran WMingdesgn. Ma gindimtedbtoprewnIWWingofMWualMmmbanNoraoMmembemonN.AddLm.Ite,mmi, ndp?mrmmtxxm g MiTek' b.Maysmquire torstabn4yergtopmw mOapsew NmWlepmsonal Wpryandpoperydamage. For9eneralduldanoaregarding Vie feNlceOon,starme,delrod ,eredibn and bidding ofbusseser4busssystermsee ANSB1Wi0ualffy Cd da,DS84t9.dBCSIBWrmng CompmeM 6904 Parka East MW. BefeWlnhnaaffon aveiniblefmm TNss Red lnsHWe,213 N. Lee most. Suet 312, Alexandra, VA 22314. Tarnm, FL 36610 Job . Truss Truss Type pry Ply RJM/ ALLIH(PINEWOOD 4 MOD.) T16720001 _ 501277 - A24 ROOF SPECIAL GIRDER 7 Job Reference (opliona8 I I moans Lumber tympany; ralm nay, I-L - Is., B.Zeu s Dec B Zulu MI I eK lnauames, InO. Mon Apr tl Vb:oa:iu zUla rage NOTES- ID:OBbyw7VzJW%s00YJ1 iZM9L1z)(2ha4B3f OJVVBMlOyHp24E1YriT5mBbtmwNzO_zSty �� .. 12) Hanger(s) or other connection device(s)'shaft be provided sufficient to support concentrated-load(s) 203 Ib doom and 193 lb up at 1-9-12, 203 Ib down and 193 It, up at 3-9-12, 203 Ib down and 193 Ib up at 5-9-12, 111 Its down and 90 Ile up at 7-9.12, 111 Ib down and 901E up at 9-9-12, 2031E down and 193 Ib up at 11-942.2031E down and 1931E up at 13.9-12, 203 Ile down and 193 lb up at 15-9-12, 203 lb down and 193 lb up at 17-9-12, 203 It, down and 193 lb up at 19-9-12, 203 lb down and 1931E up at 21-9-12, 203 It, down and 193 lb up at 23-9-12. 203 Is down and 1931E up at 25-9-12, 2031b down and 193 lb up at 27-9-12. and 203 lb down and 193 It, - up at 29-942, and 203 lit down and 1931E up at 31.9-12 an tap chord, and 81 Ile down at 1.9-12, 81 Ib down at 3-9-12, 81 Ite down at 5312, 2101E down and 831E up a1.7-9-12, 2101E tlown and 831E up at 9-9-12, 81 Ib down at 11-9-12, 81 Its down at. 13-9-12. 81 Ib down at 15-9-12.81 Ile down at 17-9-12, 81 It, down at 19-9-12, 81 It, down at 21-9-12. 81 Ib down at 2&9-12, 81 It, down at 25-9-12, 81 he down at 27-9-12, and 81 It, down at 29-9-12, and 81 Ib down at 31-9-12 on bottom chord. The desi9Nselection of such connection device(s) is the responsibility of others, LOAD CASE(S). Standard 1)Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 - Uniform Loads (plo - Vert:1-8=54, 16-18=20.14-15=-20, 9-13=20 - Concentrated Loads (Ib) Vert: 17=-57(F) 2=1 0 9(F) 12 =-57(F) 5=109(F)11=57(F) 6=109(F) 19=109(F).21=l09(F) 22=-13(F) 23=-13(F) 24=109(F) 25=-109(F).27=-109(F) 28=109(F). 29=109(F) 30=109(F) 31=109(F) 32=109(F) 34=109(F) 35=-57(F) 36 =-57(F) 37=-189(F) 38=-189(F) 39=57(F) 40=57(F), 41 �57(F) 42=57(F) 43=57(F) 44=57(F) 45=57(F) 46=-57(F) 47=-57(F) DeWARNING•Vseo t,wilh Mi7eM cmandREAPNp7ESOs ANp won paEBowasR shear, andCEPARENIL7472 BEFORE lAE a tram yerulrorBefore e.NMTeK®g deco ermust rifyt abasedpononry uponparemeknetem and is r en ioreard t is ei�panemones,serall Ibosssystem. Beforeuse,i buildingdeslgntWn ingoffind ualO sse bdeanpannetenendpn. Ad Inoomorete this design Intothearenil Is ekvayys racedend for sttabiltyedto rennlc�Apss with Passeleapersonalelry�dPperty4me9e. FoA9emlgtu'dences,aNfceigtthhanent bredn0 MIT®k�„ fabrication, storage,Mowery, eRction and among ofgusses and two allow,see ANS071111 Quality Caber., BSBi and SMI Building Component. 6904 Perks Ease 51W. Sarelylnmrmagrn avalable fmm Tnss (late InSWate, 218 N. Lee Street, suite 012, Alexandre, VA22a14' Tam. FL 35610 Job Truss Truss Type Qty Ply RJM/ALLIH(PINEWC)OD4MOD.) T16720002 507277 A25 PIGGYBP.CK BASE 1 1 Job Reference tional uuuene L.mnbe, company, - Farm Say, rL-32905, soar 11.0 t9o-G 6.4ms s Der, S are nnren,nuusnmq nu. nun Apr o 05:66u2 aoa ruyei ID:OBbyw7V.fWKsODYJ1iZMgUzX2ha-0ZBPK4KmGHvFPbZKPE4YJSd00HogL4ADDEs4ZtzSt n 31-6-2 aalfa tsar 1 V e-oo I Sae I 7stz 1 %7-o a7a St-2, Scale=1:842 5i8 6.00 12 54 = 5 30 31 8 32 21,4 II 5xl2 = qA - 5xt; 29 7 8 9 4 3x4 i 33 c 3 A A 26 NOP2XSTP= 10 l 2 ;7rdl w2x4 NOPZX STP= 1 — 3x6 II 18 1] 34 16 35 15 36 14 13 12 2zed II 2x4 II 3x6 = Sidi = 64 = Sw = 3xB = 4x4 =x4 II 2x4 11 2x4 II 311141 39-11-0 B-0L 115d BBU 10-2 1&0.1 YS&15 2Sr-0 3183 91e0 39se awl eon I ass 1 rst2z oar. 1 eat sf¢ 11-11.14 H s1a S" Plate Offsets (X Y)-- 14'D3-0 0-3-01 15'03-8 0-2-0I 16'0-0-0 0-2-81 111:0-2-12 0-2-81 1180.3-0 0-3-01 118:030 0-3-01 LOADING load) SPACING- 2-M CSI. DEFL. in Doc) Well Lad PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Ven(LL) 0.35 18-27 ?397 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Ven(CT) -0.2218-27 >612 240 BCLL 0.0 Rep Stress [nor YES INS 0.93 Hoa(CT) 0.04 10 n)a me BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight 2761b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 •Except• BOT CHORD 9-10: 2xeSP No.2 WEBS JOINTS REACTIONS. (161size) 10=971/0.7-0.2=344/03-0.17=174310-115 Max Hoe 2=512(LC 11) Max Uplift 10=505(LC 12), 2=491(LC 12), 17=1264(LC 12) Max Grev 10=975(LC 18), 2=402(LC 21), 17=1783(LC 17) FORCES. Ob) - Max. CompJMax. Ten. -All forces 250 (lb) or less ese eptwhen shown. TOPCHORD 23=140P379,3-4=538/491,4-5=714/540,5£=835/816,6-7=-957/768, 7-8=1437/1043, 8-9=1469/1069, 9.10=909(761 BOT CHORD 2-18=482/55, 17-18= 82/55, 16-17=435/424,15-16=-418/589, 14-15=645/893, 8-11=-229/313 WEBS 3-18=510/262, 3-17=453/873, 4-17=1434M233, 4-16=727/1016, 5-16=474/541, 5-15=375/490, 7-15=353/334, 7-14=1207/1020, 11-14=1150/1631, 7-11=772/961, 9-11=111011561 Structural wood sheathing directly applied or4-11-10 oe punins, except end verticals, and 2-0.0 arc puffins (4-5-4 max.): 5-6, 7-9. Rigid ceiling directly applied or 6-0.0 oe bracing. Except: 6-0-0 arc bmcing: 11 -13 1 Row at midpt 4-16, 5-16, 6-15. 7-15 1 Brace at Jt(s): 11. 9. NOTES- 1) Unbalanced roof live loads have been considered forth is design. 2) Wind; ASCE 7.10; Vult-170mph (3-second gust) Vasd=132mph(TCDL=4.2ps :. BCDL=6.Opsf; h=15ft; B=60ft; L=57ft; eave=7ft; Cal. II; Exp C; Encl., GCp1=0.18; MWFRS (directional) and C-C Exteaor(2) -2-0-13 to 3-7-10, Intedor(1) 3-7-10 to 19-D-0, Exledor(2) 194).0 to 2448-6, Interior(7) 24-M to 25.7-0. Extedor(2) 25-7-0to 31-3-6, 1ntedodl) 31-3-6 to 39-8 4 zone; cantilever left and right exposed; end vertical night exposed; porch left exposed;C-C for members and tomes 8 M WFRS for reactions shown;. Lumber DOL=1.60 plate gnp 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 noncoilcument 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 nectem gle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 505 lb uplift at joint 10, 491 Ib uplift at joint 2 and 1264lb uplift at joint 17. 8) Graphical pudin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. \\\1111111/// '.1••.? No¢8125 *; ;* 90;a s51,�N1A� PhmpJ. C'Regail PE No.58126 MRek USk Inc. FL Celt 6634 6904 Puke East Blvd..Tampa FL 33610 Date: April 8,2019 ®WiUNBNG- V.111, dealgn P.M. andREJID NOM ON Thus AND INCLUDED amEx REFERENCE PAGE NaWll m. fa03fA15 BEFORE USE . Dearth valid far use a*wM Mil mama ve. Trim design b bared only upon parameters shorn, and is for an Individual building congwnent, not a Miss system. Serve are, 0e buifla, designer must verily the applicability ofdasOn parameters and paspeRy lhise"ndte Nis design into Me Minh bddrigdesrtn. Bradnglndisided star ofledMdualbussv26 andlbrNON members only. AddMonaltemWmr and We nentbm&g MiTek• preventbuaknng b aWayer m9ulred for stabildy and to prevent consider vnXh pprzibg persanal Injury eM property damage. Far Beneml guidance rtgaNing Dle fablleatbq sWNge, dellVegyrenslbn and bracing 0l W5aes and Wdr systems. am ANSI//Pill Dually CrAvda,DSB-09 and Goal Bidding CompaneM 6904 Parke East and. Safelylnrormal ousiable harm Truss Plate lnstarts,218 N. Lee Mind. Suite 312,Alexandda, VA23314. Tampa, FL 36810 -c." - - - Nfia - Job- toss ype ty Y RJM/ALLIH ry1NEyAWD4MQD.) - - - -- -' nanddo3 et Hip Giber 1 1 - _ ob Referelce (optienap . nunnwu s - Scale=1.552 - 6x12MT20HS It 6x6 = 2x4 II Us Mr2OHS = - 2x4 II 21 4 6 24 5 26 62 sn -6.00 123 20 8 ... ns 8 I�I ' NOP2X STP = 34 35 38 10 37 38 39 9 4 T1 .2 tOz12MttOH5 = 74 = '3ic6 I NOP2XSTP - O1 30 31� 19 32 331312 4x8 - .. 4x5 all) .. 8-0-0 I 11-e-0 11-17E 17u7^e ) z3-7.0 0 1 Plate Offsets (X,Y)-- . [4:0.3-O,Edgel; V:04-0,0-1-81 I8:04-00-1-151111:0-7-80-541 [14:0-1-15 0-1-12] LOADING(Pat)SPACING- 2-0-0 CSI. DEFL. in (loc) Bdell Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.35 10-11 >999 360 MT20 244/190 . T.CDL 7.0 _Lumber DOL 1.25 BC 0.94 Vert(CT) -0.6510-11 >538 240 MT20HS 1871143. ' BCU_ " 0.0 •' Rep Stress Ina NO INS 0.63 Horz(CT) 0.23 a n/a n/a BCDL 10.0 Code FBC2017R'PI2014 matrix -MS Wrid(LL) 0.5210-11 >665 240 WeigIR 1731b FT=20% . LUMBER- BRACING. TOP CHORD.. 2.4 SP SS1Excl TOP CHORD . Structural wood sheathing directly applied or2-2.8 no pudins, except 4-7:24 SP No.2, 7-8: 2x4 SP No.2 2-0-0 oc pudins (2-1-15 max.): 4-7. BOT CHORD 2x4 SP SS 'Except' - - BOT CHORD Rigid ceiling directly applied or45-7 ac bracing. Except: 5A3.: 2114 SP No.2, 8-11:2x6 SP DSS 6-0-0 Gc bracing: 11-13 - WEBS '2x4 SP No.2•Except' WEBS 1Row at midpl 7-10 11-14,4-11: 2x4 SP SS REACTIONS. Qb/size) :8=227910-8-0,2=2299/0-8-0 Max Ho¢.2=217(LC8). Max Uplift 8=1231(LC 8), 2=1356(LC 8) Max Gmv 8=2386(LC 14), 2=2468(LC 13) FORCES.. Old) -Max. ComplMax. Ten. - All forces 250 Qtd) or less except when shown. TOPCHORD, 2-20=-4393/2180,3�20=4243/2179,3-21=-0545/2414,4-21=-4472/2396, 4-22=7404/3832,; .5-22=740913833; 523=7074/3710, 23-24=-7074/3710, 24-25=7074/3710, .. 25-26=7074/3710, 6-26=707413710, 6-27=707913714, 27-28=-707813713,. 28-29=7075Y3713, 7-29=7073/3712, 7-8=5042/2617 BOTCHORD 2-30=1947/3994,30-31=1947/3994,14-31=-1947)3994, 571=-654/450, _ 11.34=371017532, 3435�371017529, 35-38=370917528,10-36=-370917526, 1037=2222/4416, 3738=2222/4416, 3839=2222/4416, 9-39=-2222/4416, 8-9=2239/4458 - WEBS 3-14=-817/604, 11-14=2439/5110, 4-11=2514/4937, 5-10=445/171, 6.10=877/615, 7-10=-1455/2959, 7-9=291/806, 4-14=1580/673 NOTES- , 1)Unbalanced rooflive loadshave beenconsidered forthisdesign. .2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst, BCDL=6.Opsf; h=151t; B=608; L=57ft; eave=7ft; Cat. II; Exp C; End-., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 .. 3) Provide adequate drainage to prevenlwaterpanding. - 4) All plates are MT20 plates unless otherwise indicated. 5)' This truss has been designed for a'10.0 pat bottom chord We load nonconcumenl with any other live loads. 6) • This Muss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rental, gle 3-0-0 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 beading plate capable of withstanding 1231 It, uplift atioint 8 and 1356In uplift atioint2. 8) Graphicalpudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 8,2019 A wARN/NG-VafflYdial junumblars, mdRSIV NONS ON RIISAND/NCLQOED.J9rEK REFERENCE PAGE M 703 di 1&0"1115 BEFORE USE Design validiorusednlywiN MTex®cennedom.Thbdesgn H basedonyuponparemeteresbeea,and H fixen rdwualbudding candonent,not a truss system: Herons use. Me building despnermustvedly Me applicability Mdesgn Perennials and pmpeM ecoi,arlathis desgniM0Ne owned ' buildingdesgn. 8reun0lndirated is to prevent budbdng orindividualbuss web and/or chard mbmbem only, Adddionattempomy am mmulnenlbnsdng M!Tek', b arrays rtyuiredfordabililyand to prevent collapse wiN possible personal mlmy and property damage. Forgenemlgneance regarding the fdarioaider,dorege,deMey. erection and binding oftmssesaM Muss ryslems, see ANSMIIQualRy Cr da,DSB 9mdBCSIBWlding Component 69" Papa East abd. Saierylnlondeff. awdade fiam TrussPlate lnsMWe, 218 N. Lea Sireet, 8ui1e 312, Alexandda, VA 22314. - Tampd, FL 36610 O ' -' Ns3 N59 yp8 y RJM/ALLIH(PINIDNOOD a MOOD TieT2000) 07277 B1 HIP Griner 1 1 ob Mar 23 (apta all Ind Tmbens Umber Co, Palm Bey, FL Run1 8.240 D:09sFeb 1i2a19PMLa.24asbMh2a19MReb Industries. Mon j321_oS 6 PIB Paget ID:OBbyv7VzJWKs00VJ1iAA91hX2hanFjC1408V9354Ey6STtNrAj3429_c6Nfi5PIBevzSp75 NU Icb- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 In dawn and 35 lb up at 7-D-12. 108 lb down and 51 lb up at 9-0-12, 108 lb down and 51 lb up at 11-0.12,1351to down and 64111, up at 13-(W2, 135 lb down and 64 Ile up at 15-0-12, 135 lb down and 64 lb up at 15.11 A. 1351b down and 64 lb up at 21-11.4, and 135 Ile down and 64 lb up at 17-11A, and 135 lb down and 64 lb up at 19-11 A on lop chord, and 501 lb down and 238 lb up at 23.11 A. 3141b down . and 149 to up at 6-0-12, 135 lb down and 641b up at 7.0-12, 100lb down and 47 Ib up at 9-0-12, 1001b down and 47 lb up at 11-0-12. 66 Ib down and 31 lb up at 13.0-12. 661b tlown and 31 Ib up at 15-0.12, 66 It, down and 31 lb up at 15-11A, 66 lb down and 31 ID up at 17-11-4, and 66 lb down and 31 lb up at 19-11-4, and 66 lb down and 31 to up at 21-11A on bottom chord. The desigNseleclion 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 IF) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Van: 1A=-54, 4-7=54, 7-8=54,13-17=20, 12-13=20, 8-11=20 Concentrated Loads (Ib). _ Vert 9=438(F.) 20=-64(F) 21=94(F) 22=94(F) 23=118(F) 25=1 1 8(F) 26 =1 18(F.) 27=118(F) 28=118(F) 29=118(F) 30=274(F) 31=11 B(F) 32=87(F) 33=-87(F) 34=-58(1`) 35=58(F) 36=58(F) 37=58(F) 38=58(F) 39=-58(F) A,"NO -V.*da.On Fanmahn andRC10 NOTES ON WIS AND INCLUDED LUTEN REFERENCE PACE Isi m. I01/2012 BEFORE ME. Design vend foruse orl with MTelPconnedoo.This design S based only upanparemeteis shown, and 0 foran Individual bu idi,g component, not a Miss system Before use. me building designer mualverilytim appAre iityoldesgn Parameters and propedy moomorde this design into the veered buAdagdepgr. BnWpiMrcalenbbprevent buoAlg of'aMMAvel Wsawdb arMarNonl nCmbe9 only. AddinvultempomyarMpemunentbmog MiTek' Is always required for stability and N proved collapse with possible personal injury and pmpeM damage. Fargeneral gu danco regandirg the . Monomer. storage. delivery. amoral and banding oftmsses and humsysle s. see ANSM11 Quantity Cideda, DSB49 andBWI Building Component, 6904 Parke East BIM. Saretylnrormadan avalable from Tmss Plate InsQute. 218 N. Lee street, Sub 312, Mounting, VA 22314. Tampa, FL 36810 Job Truss Truss Type Qty Ply RJM/ALUH(PINEWOOD4 MOD.) ' T16720004 507277 _ B2 Hip 1 1 Job Reference (aptonal) - Tibbetts Lumber COmPany; Palm Bay, FL-d2905, . 8.240 s Dee 6 2018 MTek Industries, Inc Mon Apr 8 U356:24201 a 1W(s00YJ1i2M9(kX2ha-EtvxsSUIRzQYrRUe611Mo 7lg7lG9dE_5mj_ 'Scale =1:54.3 - 5x10 � 2x4 II 5a6 = 3.4 11AA 11-G11 167-12 21-7-0 29-0.0 MJI I 'LPA r1. dAd d_11d ]_rM Plate ONsets()(Y)-- '[6'0-3-80-2-4] ry0'D340-3-81 (13:0380-1-81 LOADING (pat) SPACING- 2-M CSI. DEFL. - in (1oc) Well Ud PLATES GRIP - TCLL 20.0 Plate Grip DOL 1.25. TO 0.99. Veri(LL) -0.13 9-10 >999 360 MT20 244/190. TCDL 7.0 Lumber DOL 1.25 BC 0.76 VerhCT) -0.28'13-19 >999 240 " BCLL. 0.0 Rep. Stress Ina YES WB 0.41 HOR(CT) 0.10 7 n/a - n/a - BCDL 10.0 Code FBC2017/TPI2014 Matnx-MS Wind(Ly 0.22 8-16 >999 240 Weight: 1471b FT=20% LUMBER-" 'BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except - BOTCHORD 2x4SPNo.2 2-0.0 66 puriins(3-9-0 max.): 4-6. .WEBS- 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 3.10-4oc bracing. Except: - 1 O-0-0 oc bracing: 10-12 REACTIONS. Qb/size) 7=1072/0-8-0,2=1193/0-8-0 Max Haz 2=257(LC 11) . Max Uplift 7=-577(LC 12), 2=-756(LC 12)' Max Gmv 7=1072(LC1), 2=1213(LC 17) FORCES; (Ib)-Max. CompJMax.Ten. - All forces 250(Ib) or less except when shown. TOPCHORD 2-3=,1889/1509,3,4=2191/1894,45=2056/1837,5-6=2055/1837;6-7=1917/1547 - - - ' BOT CHORD'2-13=-1344/1720,410=591/805,9-10=-1457/1983,8-9=-1193/1834, 7A=-1194/1641 - WEBS 3-13?726/735; 3-10=1361396, 49=190/271, 6-9=424/642, 6-8=-19/276, 1 U-13=1491/1930, 5-9=3081378 . 'NOTES-,... ... . 1) Unbalanced roof live loads have been considered for this design. 2)Wnd: ASCE 7,10; Vu11=170mph (3-sewnd gust) Vasd=132mph;TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=60ft; L=57ft; eave=71t; CaL II; E2p C; Encl., GCpi=0.18; M WFRS (directions[) and C-C Extenor(2) -2-0-13 to 3-7-10. Inleriodl) 3-7-10 to 11-5-0. Extenor(2) 11-5-0 to 19-512; lntenor(1)19-5-12 to 21-7-0, Extenor(2) 21-7-0 to 29-D0 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 . 3) Provide adequate drainage to prevent water pacing. - 4) Al plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonwnwrrenl 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 vnll fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 577 Is uplift at joint 7 and 756lb uplift at joinl2. ' -'8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. Ph1OpJ. O'Regan PENo:68126 mmk uBA, lns: FLCert 6684 6904 Parke Fast Bird. Tampa FL 83810 Da1B; April 8,2019 ®WARMNO•Vat Nmignperam. mMREAD NOTES aN]IBS AND INCLIIpED.A9i£R REFERENCEPAGE tlb]Q]m. 1WDL10f9B60RE lAE: _ Desgn wild faruse onlywdh MTek® earneetas. To design is based only upo pammeters shown and is fman mdMd ale king cdmponent, net a two system.Berore use, the building desgnermestvedyke ep01.l1ly.f@gn parameters and prepeM lnooryomte this design Wo0e Mod! burdlrqdo5,n. among indcated a tapreventb Lud ng almdwq alVussweb andawthmmember, arty. Addlubnaltempo N and cermanantaadng MiT®K rsalways¢9uimdforsebWandtopmveM➢o0apsewiltp ttepersonal N1ugaMpmMdydamge. Forgeneralguidancerega,pingthe fabrication,storage, delivery, enact n andbmang oftmeses and truss system, see ANSY lQuWCr H3,WB29andgMlBuilding Component 6904 Peke End BIW. Sa/eyarrermose avarole fiom Truss Plate lottute, 218 N. Lee Siren, Suite 312, Alexandra, VA 22314. Tampa. FL 3e910' Job Truss Truss Type Cy Pty RJM/AUUH(PINENOOD4 MOD.) T167200115 507277 B3 Hip 1 1 Job Reference loaf 0 Tibbetts Lumber Company; Palm Bay, FL-32905, 8.240 s Dec 62018 MITek Industries, Ina Mon Apr a 05.55:25201V Scale =1:5,13 Bad _ 5x8 = 3x4 = 34 = 2x4 II 8-0-0 3-e-0 1 0AW ]-]A 9-5-0' Plate Offsets (f Y).- [5.-0-3-00-2-0] 16:0-3-00.2-0118:(-0-OEdge] N0'0-2-00-3.41 (13:0-3-80.1-81 LOADING last) SPACING. 2-0-0 CSL DEFL. in goc) VdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(L-) -0.14 9-16 >999 360 MT20 2441190 TCDL 7.0 -lumber DOL 1.25 BC 0.87 Vert(CT) -0.32 9-10 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.42 HOR(CT) 0.10 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wnd(Ly 0.18 11 >999 240 'Weight 1521b FT=20% LUMBER. BRACING. TOPCHORD 2z4 SP No.2 TOPCHORD BOTCHORD 2X4 SPNo.2 WEBS 2x4 SP No2 BOTCHORD REACTIONS. (Ib/size) 8=1073/0-8-0,2=1194/0-8-0 Max Harz 2=306(LC 11) Max Uplift 8=576(1-C 12). 2=756(1-C 12) Max Grad, 8=1073(LC 1). 2=1218(LC 17) FORCES. lib) - Max. Comp]Mal Ten. - All forces 250 (b) or less exceplwhen shown. TOPCHORD 2-3=1893/1472,3-0=2251/1915,45=-2202/1964,56=1475/1336,6-7=1726/1435, 75=1995/1681 BOTCHORD 2-13=1325/1768, 9.1 0=1 18911687, 8-9=138311763 WEBS 3-13=-816f776,10-13=14862030,3.10=1541376. 6. 5.10=728/1011, 5-9=359/280, 6-9=296/507, 7-9=-414/526 Structural wood sheathing directly applied or 3-1-7 oc purrs, except 2-0-0 oc pudins (3-10-7 max.): 5-6. Rigid ceilingdirectly applied or 4-8-11 oc bracing. Except: 10-0-0 as bracing: 10-12 NOTES- 1)Unbalanced rooflive loads have been considered for this design. 2) Wind: ASCE 7-10: Vul"70mph (3-second gust) Vasd=132mph; TCDL=4.2pst; BCDL=6.Opsf; h=1511; B=60ft; L=57R eave=7ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Extenor(2)-2-0-13 to 3-7-10, Intedor(1) 3-7-10 to 13.5-0, Eatenor(2) 135.0 to 27-7-12. Inteno4l) 27-7-12 to 29-0.0 zone; cantilever left and right exposed ;C-C for members and forces 8 M WFR8 for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to preventwater pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This buss has been designed for a 10.0 pelf bottom chord live load nonceneument 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 adnnection (by others) of truss to bearing plate capable of withstanding 5761b uplift at joint and 7561b uplift at joint 2. 8) Graphical puffin representation does not depict the size or the odentat on of the pudin along the top and/or bottom chard. %%� . Jr' O.. . ij E' ." GNS .9 . F :•.2 !y. NO '58126 TC�Si' O R `O P i'\�% ,y.as'�NrA' ��``�� Philp J. OT(egan PE Na58126 Mrrec USA. hit. FL Cert6634 6904 Palke Fast Blvd. Tampa FL 33610 Date: April 8,2019 DeWARIONO-VMonlywM pzrevOcnendREAONOTEa ON INCLUDED 60lD(REra,and EP40EW4]!l]m-.ing AE aseANd Design vase far use enlywM Mmek®mrmeWprs. design rem end W far fueladebuilding component net aa9m Doty uponsan atrainsystem. Berepuse,Ne Writing ust a pa xna a tr xpor n mourenl emers pgpeAd Nwrpo�9te Nhtlesgn ensued tracing tg of Neapal taus Wyofdesgn Cod Members posNduel Wenwabandm NON me maniage..rgerendUWannaega pe�manenl bretltg buiWaysragn.&aobgiMirando M(T®k• prevent Waedamrs9uimdfor endbprevaN wngoewithpes9151epersonae eukDSBa9andBthe prevent wbuWl with pmpe4yNSM1. ualeneret .dchre, s,se, ANSVA22314alityCdtada, Da&99 and BCSIBdltlinp Componem W99reet, W5218 brace 6904 rte S.Anlyinform29e.EavailableRC400ass ntt SulteR Institute.N. aehlylnbnnatlon available M1om hose Plate lnsWuta.210 N.Lee street, nude all, Alexandre, VA22Nd. 366161W. Tampe,R ]6410 Tampa. Job Truss Truss Type Oty Ply RJM/ALLIH(PINEWDOD4 MOD.) T76720006 507277 54 Hip 1 1 Job Reference(optional) ribbetls Lumber Company, Palm Bay, FL-32905, I 8.240 s Dec 6 2018 MFTek Industries, Inc. Man Apr 6.00 12 sx6 = Sx6 = 3.4 = 3xe = 2x4 II 8-0-0 113-0 11-LA 1 3 1]-7-0 224)0 29-0-0 8-0-0 I 38-0 Oafi-7-8 45-0 1 711 Scale =1:54.7 Plate Offsets C(Y)-- f4:03-00-3-0115:0-3-00-2-0116.0-3-00-2-01111:0-2-00-34l f14:0S80-1-81 LOADING (psp SPACING- 2-M CSI. DEFL. in 0oc) pdefl L/d PLATES GRIP TCLL 2D.0 Plate Grip DOL 1.25 TO 0.79 Ven(LL) -0.13 12 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.2814-20 >999 240 BCLL-. 0.0 ' Rep Stress Ina YES WB 0.86 Horz(CT) 0.10 8 n/a n/a BCDL' 10.0 Code FBC2017frP12014 Mabiz-MS Wmd(LL) 0.20 12 >999 240 Weight: 159 lb FT=20% LUMBER- 'BRACING - TOP CHORD 2x4 SP No.2' TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOTCHORD REACTIONS. 6b/size) 8=1073N-8-0, 2=1194f0-8-0 Max Hore 2=355(LC 11) Max Uplift 8=-576(LC 12), 2=-756(LC 12) Max Gmv 8=1073(LC 1), 2=1216(LC 17) FORCES. .(Ib) - Max. ComplMax. Ten. -All forces 250 0b) or less except when shown. TOP CHORD 2-3=-1891/1368, 34=2261A819, 4-5=-22972002, M6 1296/1199, 6-7=1537/1315, 7-8=1939/1513 BOT CHORD 2-14=1236/1799, 4-11=1861335,10-11=852/1400, 9�lO=1185/1688, 8-9=-1185/1688 WEBS 3-14=826f728,11-14=13822050,3-11=203fJ81,5.11=1035/1304,5-10=278229, 6-10=-067/547; 7-10=611/598 Structural wood sheathing directly applied or 3-0-7 oc punins, except 2-0-0 oc pudins (5-1-15 ri 5-6. Rigid ceiling directly applied or4-5-12 oc bracing. Except 10-0-0 oc bmcing: 11-13 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=6.Ops(; h=15ft; B=606; L=57ft: eave=7ft; Cat. II; Exp C; End., GCpi 0.18 MWFRS (directional) and C-C Eztedor(2) -2-0-13 to 3-7-10, Irltedor(1) 3-7-10 to 15-5-0. Extedor(2) 15.5-0 to 25-7-12, Interior(1) 25-7-12 to 29-0-0 zone; cantilever left and. right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Prowltle adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has bean designed for a 10.0 psf bottom chord live load noncencurrent 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) Pmvide mechanical connection (by others) of truss to bearing plate capable ofwithstending 576 lb uplift at joint 8 and 7561b uplift at Joint 2. 8) Graphical Perin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. �J��\4..... RFC ��ii No:58126 Phi11PJ. Milan FE No.68126 Mrrek USh'InaR Cott SW 6904 Finite Fast 61vd.Tampa FL33610 Date: April 8,2019 Job IUss r1166 ype y RJM/AU H(PINE OD 4 MOD.) - rian000] 607277 Bs ROOF SPECNLGIRDER 1 2 JpIs Reference lional Tabs. ..Our Go, Fund tlay., FL Run 5240 a Feb 11 2019 Pnnl:024D 9 Mar2] ZOte M,iex IndUSMea, InO. Men PD( O ]]:[U:W [Yltl Iap9, ID:OBbyw7VzJWKs00YJ1 iZmgUZX2haEgOKV6RLg4ROxihh7cR4ErLZCFDMpPt7nNuEEzSp7P -2aa 4-p2 ]-tA 1p40 idd 140.0 tae-0 193-0 22d3 2515 2&0.0 241a 1-0-0" 11-0 12-a -N 2-512 2E-0 Z." }ta 11-3 -" }111" WW20HS II Scale =1:66.4 6DO 12 4x6 a 6x9 = 2x4 If 8x10 = 2x4 II i 7 9 10 11 12 44 3x4 4 6 28 axe W20M i 5 4 j 3x4 - 3 9 2 32 18 33 1734 16 35 15 36 14 373E �4 na 3� 11 =10x12 MT20M5 =34 II axe = 3x8 I NOPZK STP = d1 25 24 29 23 216X14MMOKS II 8x12MT20H5 = NOP2x STP = 10x14MT2OHS = 84 = 2x4 II 8x10 = '3x1D I .6x12MT20HS ir 11-tta. 1t-0a auai 7-1-0 104-0 pt84 14oa ktae.s tI13a 22ea 255fi 28Dp 4e-0 ".8I }Z9 It4 YL8 2d0 3-BL I }ld }13 3&11 or--12 oaa Plate Offsets (X,Y)-- I2:0-3-7,Edge1 [4:04-0,0-341• [6:0.1-12,0-1-8]; [7:0-1-8.0-1-8],I0:0-2-12,Ed9el,[13:Ed9e,0<-12].[15:0.1-12,0-44],117:0.6-0,0-4-12],118:0-3-8,0.3-81, [19'0-400-2-81 [21'0-3-90.4-01 [22'0-640-0-01 [24'0.2-40-441 LOADING (cast) SPACING- 2-0-0 CSI. DEFL. in (lop) Well L/d. PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 1.00 Vert(L-) -0.42 20 >826 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.78 20 >445. 240 MT20HS. 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.84 Hart(CT) 0.23 13 n/a n/a BCDL .10.0 Code FBC2017r-P12014 Matnx-MS Wnd(LL) 0.65 20 >533 240 Weight 514'lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied, except end vedicals, and 4-8:2x4 SP SS 24-O cc purling (3-8.0 max): 9-12. BOT CHORD Zx6 SP DSS -Except' BOT CHORD Rigid ceiling directly applied ors-10.6 cc bracing. 19-21: 2x4 SP SS 'WEBS 1Raw at midpl 11-13 WEBS 2x4 SP No.2 'Except' JOINTS 1 Brace at Jl(s): 12,22 12-13:24 SP No.2, 8-17,22-24:2x4 SP SS WEDGE Left: 2x4 SP No.2 - REACTIONS. (b/size) 13=9065/0-8-0.2=746910-8-0. Max Ho¢ 2=513(LC 25) Max Uplift 13=5003(LC 8), 2= 222(LC 8) Max Gran, .13=9840(LC 29). 2=7663(LC 29) FORCES. (Ib)-Magic. CompJMax. Ten. -All forces 250 gb) or less except when shown. TOPCHORD 2.3=16310/8673,34=16410/8856,4-5=19517/10460,5-6=19934/10695, 6-7=-16130/8526,7.8=-12934/6809,8.9=12850/6747,9-10=10566/5417, 10-11=10566/5417 4444111 /1//� BOT CHORD 23.30=2571/4599, 21-30=257114599919 21=4901/87 0022-319 9268/17105 �%-%>Ik �Q J. Olf? !��I %% k 19-31=9268/17105,19 32 9677/17948, 18 32-9677/17948,18-33=7652/l4461, V� G E N S 17-33=7652/14461 17-34=6850/13242, 16-34=6850/13242, 18 35 6833/13200, 15-35=6833/13200,15 36-3188/6255 36-37-3188/6255, 14-37=3188/6255, �. No .56126 143= 8=3188/6255,13.383188/6255 WEBS 4-24=-33382088, 8-17=5804/11163, 9.17=3711/l887, 9.16=778/1605, 4-22=2105/3442, 325=275269, 3.24=246283, 22-23=877/1437.5-22=2149/1406, 6-19=3848/6760, 6-18=6325/3649, &19=-1112/1874, 22-24=6447/11764, 21-22=9125/5099; •Q : �; 748=3894/7096, 7-17=6384/3574, 9-15=48912629. 11-15=413818007, Z i�' : �:/ 1144=9462140, 11-13=10892/5552 �T ( NOTES - 3cc,") follows: ,, ith ails as �O N A1-�, Top chords connected as follows:2x4 raw a0t 0.747 2 rows staggered at 0.9-0 cc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-8-0 de, 2x4 -1 raw a10-9-0 cc. Webs connected as follows- 2x4-1 row el0-6-0oc, Except member 17-82x4-1 rowat o-9-0oc, member 17-92x4-1 raw at0.9-0 PMIp.J.O'Regan PENo.56126 cc; member 16-92x4-1 row at 0.9-0cc, member4-222x4-1 now at O-9-0cc. member-3-25 2x4-1 row at 0-9-0 cc, member 3-24 MITek USA. Inc. R. Cert6834 2x4-1 row at 0-9-0 cc; member 5.232x4-1 row at 0-9-0 cc, member 6-192x4-1 rowat 0-9-0 cc, member6-182x4-1 row at 0-9-0 6904 Parb9 Fast BNd. Tampa R. 33610 cc, member 5-192x4-1 row at 0-9-0 cc, member 22-242x4-1 row at 0-9-Occ. member 22-212x4-1 raw at 0-9-0 cc, member 7-18 Data: 2x4 -1 row at 0-9-0 cc. member 7-17 2x4-1 row at 0.9-0 cc, member 9-15 2x4- 1 row at D-9-0 cc, member 10-15 2x4 -1 row at April 8,2019 0-9.0 cc, member 15-11.2x41-1 raw a10.9-0 oc. member 14-112x4-1 row at 0.9.0 cc, member 11-13 2x4-1 row at 0-9.0 cc. m.ingcon166EFORE 05E' RE la NOn$aN]Nedanh, NCLOarewers,h...dai ENCEares ywMe dWual no Desi®WARMNO•Vserytyw1h Wrek0anned system. N sM bntyupeneign MpordetriscegmlrymneowraQ �• gumimeaNnes.mluenfirtheapgn patemseoandpro ulyle abuse system. Reran use,Ne W itlilg sesgnermest xt:lilyt hieppAmbeey orseel9n parameters and Pbers ti. AdMmtDonte iers sedan MIo ale aeera0 abuse Before basswebansandpoNmomnnage.y.rgerenaltempomryaMingtne ldbenp MiTek' Lsalways required Iorsteb0sy ensW Dmwnt mAapsewae passible penbnel Mlury and pmpelANSI 9e.For9enen19uMDS It9.dBNe Is W,brequi.dprMOlMyalnd6lopmentbue,Mgolinssible Weeand.Sb,Re yeMem, areas ane6esleWlmn9 eanpona(rt N00aM WBCInstho. rabllmll00bmialho 6904 Oversold p 218 N am. VA2314. aXeylnrorma0on ava0able 6omTnsa Plate lnzalNe, 210 N. Lae acreel, seen 312,Alennstla, VA 22]11. Tampa. FIL 3661Bee. Telrya, FL 38810 ' Job "'an toss ype y y RJM/ALLIN(PINEWOOD 4 MOD.) - T1e]2000] SD7277 BS ROOFSPECW.GIRDBR 1 2 Job Reference(optlona8 Tiber Lumber Co, Pan Bag, R" Run: 8.2405 Fab it 2019 Pact: 8240 s Me' 232019 Mrfek ladustles, Inc. Man Apr 81110:042019 Ponca ID:OBbyw7VZIWKs00VJiZM9UzX2haAgOKV6RLg4ROdhh7eR4ErLZCFDMpPVnNUEEzSp7P '2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to dismbute 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; Vu1t=170mph (3-second gust) Vaud =132mph; TCDL=4.2psf, BCDL=6.Opsf; h=1511: 9=60ft; L=57ft; eave=7ft; Cat 11; Fxp C; Encl., GCpi=0.18: MWFRS (directional); cantilever left and fight exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. ;7) The Fabrication Tolerance at joint 8 = 4% 8) This truss has been designed for a 10.0 pat bottom chord live load nonconwmenl with any other live loads. 9) -This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectan gle 3-6-0 tall by 2-" wide will fit between me bottom chord and any othermembers. 10), Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5003 lb uplift at joint 13 and '4222111 uplift at joint 2. 11) Graphical,pudin representation does not depict the size or the orientation of the pur in along the lop and/or bottom chord. 12), Hanger(s) or,other connection device(s) shall be provided sufficient to support can centrated load(s) 25641Is down and 14851b up at 7-1-8, 11901b down and 676 lb up at 9-0-12, 11901b down and 6971b up at 11-0-12,1328111 down and 6301b up at 13-0-12, 1328111 down and 6301b up at 15-0-12,13281b down end 6301b up al 17-D-12, 13281b down and 6301ti up al 19-3-0,13331b down and 6321b up al 21-0-12, 13291b dawn antl 6301b up at 23-0-12, and 13291b tlown and 6301b up at 25-0-12, and 138711cdown and 6571b up al 27-2-0on bottom chard. The design/selection of such connection devices) is the responsibility of others. LOADCASE(S) Standard 1) Dead • Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 UniformLoads (plf) Vert: "=-54, 8-9=54, 9.12=54, 2-21=20, 20-21=20, 13-19=-20 Concentrated Loads Qb) Vert: 24=2564(8)-16=-1161(B) 29=-1190(B) 30=1190(B) 32=1161(B) 33=1161(B) 34=1161(B) 35=1165(B) 36=-1161(B) 37=1161(B) 38=1212(e) Job Tnss Truss Type Oty Ply RJM/ALUH(PINEW)OD4 MOD.) T16720008 507277 C1 Hip Girder 1 1 Jab Reference lional Tibbetts Lumber Company,- 'Penn Bay, FL-32905, 8,240 s Dec 62018 MTek Industries, Inc Mon Apr 8 05.66:30 2019 Page ID:OBbyw7VzIW4(s00YJ1 i7M9UzX2ha31 GC6EY3OophZMx SOPm2FNByXyFZOe/M1 Of CgzSt V -24111 7-0-0 10-M 14-0-0 21-0-0 23-0-0 3-0-0 3-8-0 F• 7-0-0 F7•d8 3x4 = SB Seats -1:41.7 Plate Offsets (SY)-- (2:03-0.0-1-01. 13:0-3-0.0-2-71, [5:03-0.0-2-71. 16:0-3-0.0-1-01, 19:0-4-0.0-3-01 LOADING (pat) SPACING- 2-0-0 CSL DEFL. In Qoc) Well Uo PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.16 8-9 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.35 8-9 >734 240 BCLL 0.0 'Rep Stress Ina NO WB 0.22 Hom(CT) 0.07 6 Na me BCDL 10.0 ,Code FBC2017/rP12014 Matrix -MS Wntl(LL) 0.17 8-9 >999 240 Weight 1031b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP SS 'Except' TOP CHORD 3.5: 2x6 SP.No.2 BOTCHORD 2x4 Ste SS WEBS 2x4 SPNo.2 BOTCHORD REACTIONS. Qb/size) 2=1612/0-", 6=1616/0-8-0 .. Max Horz 2=221(LC7) Max Uplift 2=1267(LC 8), 6=-1272(LC 8) -Max Gmv 2=1770(LC29),6=1775(LC30) FORCES. Qb)-Max.Comp-/Max. Ten. -All forms 250 Qb) or less exciptwhen shown. TOP CHORD 2-3=3140/2072, 34=2785/1932, 4-5=2762/1921, 5-6=31572081 BOTCHORD 2-9=16842863,6-9=-1920/3081, 6-8=16392767 WEBS 3-9=-510/994, 4-9= 468/444, 4-8=-495/454, 5-8=513/1001 Structural wood sheathing directly applied or 3-4-11 cc puffins. except 2-0-0 cc puffins (4-4-7 max.): 3-5. Rigid ceiling directly applied or4-9-11 cc bracing. NOTES- 1) Unbalanced roof live (cads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCD L=6.0psf; hint 5ft; B=608; L=57ft; eave=7ft; Cal. II; Exp C; End., GCpi=0.18: M WFRS (directional); cantilever left and right exposed ; Lumber DOL=11.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates ere 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 an the bottom chord In all areas where a motion gle 3-64 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 withstan ding 12671b uplift at joint and 1272lb uplift at)olnt6. , . 8) Graphical puffin representation does not depict the size or the orientation of the puffin along the tap and/or bottom chord. 9) Hanger(s) or other connection deN<e(s) shall be provided suRclenl to support concentrated load(s) 257 lb down and 3521b up at 7-0-0, 203 lb down and 193lb up at 9.0-12, 203Is down and 193lb up at 10-8.0, and 203 lb down and 193lb up at 12.3-0, and 2571b down and 352lb up at 14-0-0 on lop chord, and 416 lb down and 3781b up at 7-0-0. 81 He down at 9-0-12, 81 Ito dawn at 10-8-0. and 81 lb doom at 12-34, and 416lb down and 378 lb up at 14-3.4 on bottom chord. The design/selection of such connection devices) Is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the fade of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead - Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert:1-3=54, 3-5=54, 5-7=-54, 10-13=-20 RV No 58126 9 * jz L 9 S F gp��<R,OP N t7 �?,� SS�ONA1, 1,�� PhII1p J. O'Regae PE Nob8126 Mincii:Inc. FL Cert.6634 6904 Parke East Blvd. Tampa R. 33610 Oafs: April 8,2019 ®WARMwe•Verily only wM pammehn entlREADRd7Ea ply ose ANp IN on P.nu surFxn.. not fPAGEMWual coding co pfa BEFORE BSE a tuns void for ounce MRek®connecter. must dnfyrhbasedoNy uponparametersbw an andacorerIndividuals One CInto MO a,nM i OYsery,sig. Balpm use, the building designer muzlvedty@e eppara00iry Of design pemmalem end pmpeAdldpamoPtemiaijund art NeaWMH niton is aWa,dezgn.emtl,p lM a�L� roprewconapewith oiible pwsswa0enEmrmoN memeersonly.rgene Aguidpon,yenEcermenenl Merino MiTek• ae tW ,Momgirof ladelMg.endto aMM Wgofwe0poss0tess.ot. N)vry BM gvpeM SM11. F.14Cml pt., mar9 eed lothe /aheorlonurnewo, delae,y,e"inT Md Plaonporvto.21 N. Lee Souse, ANBVA Ooaltty ed/rerla, 0.5a+99 and local Seedling Componeirt e904PaFL 36610 M. . Saloglplormallan eve0e01e eom Truss Plate lmixNe.218 N.Lee Street Suns all, Alexandra. VA 2211d. Tampa, FL 3ea10 Job Tluss Truss Type Oty Ply RJM/ ALLIH(PINElhOOD 4 MOD.) T76720008 507277 C7 Hip Ghcer 1 1 Job Reference(optional) - I lYumu wniuel Wlnpeny: reran Day, rl-.YYw, o.zW RR so o ZVIO MI I EsSummines, Ina, mon NPr Rs....:oa'a'a rage' ID:OBbyN7V.JMO0VJ1 iZMgUZX2ha-31 GC6ET3OoAhZM=SOPm2FNByXyFZOeNl Dl CgdSt V LOAD CASE(S) Standard Concentrated Loads (Ib). Vert: 3=130(B) 5=130(B) 9=-334(13) 4=109(B) 8=334(B) 17=109(B) 18=-109(B) 20=-57(B) 21=-57(e) 22=67(B) DeWARNING-VssoJWyn paramdhreandNEAONOTESON AND INOh rev.1gcara,3eEPnet NSE eteEKNEso,and pare formPAGEanvidu7p vaad truss mnmg ass lnG net st design a based only apon paremgen secs Chic dens n am them, ermum. mto a bass system aeon user, Na Euldirp deslpne(muzlvenly lea eppamblliry of engn parameters end pnpeM inmryarete Nb design hrto the ovema 2 bass nt US%t a blaWi and pd Mr" Wss weEenNor ceoo lemponryaM pentanem ErednB WaSay Eezgn.BreaLptiffy Moheenot MiTek' wba ewittorhssibledl is shaysreaarea.delleary. "to personelNNbeM %apedydamage.FuaWCega m9mdBNe Moms damage. DS delNery,eregipn and bngna al WssesaM Wss Systems. see AN51/pPll Ouapb LrNeda,OSB-0B endB618Wrd/np Component andtreingofwens and faShal filled Papa Bast BIM. allarenoe, . 'Salabinlormatlan evaaage lmm Tnss%ele lnsIXWe, 21a N. Lae Slreq, auea 312, AMxeMda�VA22316. Sempa, FL 36610 BE Job - Truss Truss Type - Oly - Py RJM/ALUH(PINEMOD4 MOD.) T16720009 507277 C2 ROOF SPECIAL 1 1 . Job Reference ti0nal Tibbetts Lumber Company, Palm Bay, FL-32905, ii 54 = 5A = Dec 62018 6x6 = 9-0-0 124-0 18-7.0 2134 8-0-0 340 6 41 23 2019 Scale=1:422 Plate Offsets (X,Y)-- f4t0-3-0D-2-01 f5:0-3-O D-2-01 f6:0-2-12 0-241 fl2:0-242 0-341 LOADING gist) SPACING- 2-0-0 CSI. DEFL, in hoc) I/deg L/d PLATES GRIP TOLL 20.0 _ Plate Grip DOL 1.25 TC 0.77 Vert(L-) -0.15 12-15 >999 360 MT20 244119D TCDL 7.0 LumberDOL 1.25 BC O.67 Ved(CT) -0.31 12-15 >816 240 BOLL 0.0 _ 'Rep Stress Ina YES WB 0.26 Horz(CT) 0.D4 9 Na 'n/a BCDL 10.0 Code F13C2017/TP12014 Matrix -MS Wind(-L) 0.0812-15 >999 240 Weight'1161b FT=20% LUMBER. BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.2 'Except' BOTCHORD 7-9:2x6 SP No.2 REACTIONS. (lb/size) 9=90410.74, 2=889/0-8-0 Max Horz 2=294(LC 11) Max Uplift 9=615(LC 12), 2=596(LC 12). Max Grav 9=904(LC 1), 2=895(LC 17) FORCES. qlb) - Max. CompJMax. Ten. -All forces 250(Ib) or less except when shown. TOPCHORD 2-3F1252/988,34=-1041/853,4-5=879/806,5-6=1054/814,7-9=-181Y273 BOTCHORD 2-12=983/1165, 11-12=fi46/872, 10-11=835/1162, 9-10=844/1153 WEBS 3-12=365/440.4-12=2441364. 6.11=413/356, 6.9=1396/1111 Structural wood sheathing directly applied or4-6-4 oc pudins, except end verticals, and 2-0-0 oc pudins (8-0-0 mu.):4.5, 6.8. Rigid ceiling directly applied or5-9-11 Gc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=B.Opsf; h=15ft; B=60ft; L=57ft; eave=7ft; CeL 11; Eap C; Encl.. GCpl=0.18; MWFRS (directional) and C-C Exlerior(2)-2-0-13 to 3.7-10, Intedor(1) 3-7-10 to 9-0-0, Extenor(2)9-D-0 to 18-M, Intedor(1)18-O-6 to 2340 zone; cantilever left and right exposed; end vertical right exposed;C-C for members and forces 8 MWFRS forreaehons shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pone ing. 4)All plates ere MT20 plates unless otherwise Indicated. 5). This truss has been designed for a 10.0 psf bottom chord live load nonconwment with any other live (cads. 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 615 to uplift at joint 9 and 596 to uplift at joint 2.' 8) Graphical 'pur in representation does not depict the size or the orientation of the Pullin along the top and/or bottom chord. %VP No :58126'- n, 0 :9 'a. STf F PhmpJ. O'Regan PE.No.68126 MITekUSk ino: FL Cert6V 6904 Parke East Blvd. Tampa FL 33610 Data: April 8,2019 0WARNING- VioNydaalpnputerrnNn urd RIDIONOMS ON Mfg ANGINCLWWeg KREFERENCOPAOBe 7473m V111=018 BEFOREME Design wtd for use onlywith MmeWccnneclors. Tile design W based only upon parameters shown, and k form hO WmI bued'up cand.nent,nor a buss system: Before use, tie Dining desgnermust Wfiythe eppr,.bMy of d=sgn parameters and prepeM Incerpo,ate this despn are tie averan Wedmgdesign. Brzdng indicated a k pstrntbudJing oflndlykual Wsa web armor MOO members only. Addilonaltemponryandpermanentbrecip iT®k• a aMays required for skbifM and to prevent cmapso with possible personal injury and Moody damage. For geneml gumn,amgad,ng the febtwion,stomge,deivery erepion and bmdnp of Wssas end twss sysknc,sea ANSINPlOwillyCreeda,D.9B-89andBCSIBWidiag Cam.o M 6904 Fenian Fast BOW. Safefyhdlermaflon aveilable from Truss Plata Inoilu e,218N.Lee street, 8uee312. Alexandre, VAZc14. Tend, 36810 Jab Truss Truss Type Oly Ply RJM/ALUH(PINEv6OOD4 MOD.) T16720010 507277 C3 ROOF SPECO0. 1 7 Job Reference(optional) Tibbetts Lumber COmpany, Palm Bay, FL-32905, i� 8.240 s 090 5 2015 MTex Inclustne9. Ina Mall Apr B Ub:bb:al 2Ul V 4 axe NUr oir= 34 I I goes =1:422 . Plate Offsets (X Y)-- 15:0-3-0Edger t10:030 0341 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Well L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.76 Ved(LL) -0.13 10-13 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 VerhCT) -0.2810-13 >903 240 - -BCLL 0.0 Rep Stress ]nor YES INS 0.55 HOR(CT) 0.02 8 W. n/a BCDL 10.0 Code FBC2017/rP12014 Mabix-MS Wnd(LL) 0.08 9-10 >999 240 Weight'114 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2TOP CHORD Structural wood sheathing directly applied or4-1-14 cc pudins, BOT CHORD 2x4 SP N0.2 except end verticals, and 2-0-0 cc pudins (5-3-13 max.): 5.7. WEBS 2x4 SP No.2•Except• BOTCHORD Rigid ceiling directly applied or 5-9-7 cc bracing. 6.8:2x6 SP No.2 REACTIONS. Qb/size) 8=904/0-74.2=889/048O Max Harz 2-361(LC 11) Max Uplift 8=616(LC 12), 2=-595(LC 12) Max Grew 8=904(LC 1), 2=898(LC 17) FORCES. (lb)-Max,.CompJMax. Ten. -AMforces 250(Ib) or less except when shown. TOPCHORD2-0=-1261/905,3d=1045/805,4-5=1297/1111,5-6=11471908,6-8=861/810 BOTCHORD 2-10=1021/1210,9-10=623RI`9 WEBS 3-t0=398/456,4-10=231/484,4-9=-503/572,5-9=827/867,6-9=942/1294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-10; Vul1=170mph (3-second gust) Vestal 32mph; TCDL=4.2psf; BCDL=6.Opsf, h=15ft; 3=6011; L=57ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedof(2) -2-0-13 to 3.7-10, Interior(l) 3-7-10 to 10-8-0. Exterior(2) 10-8-0 to 16-7-0,1 nledor(1)'16-7-0 to 23-" zone; cantilever left and fight exposed ; end vertical right exposed;C-C for members and forces B M WFRS 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 pal bottom chard live load noncencurrent 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 rectan gle 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 6161b uplift at joint 8 and 5951b uplift at Joint 2. 8) Graphical 'pudin representation does not depict the size or the orientation of the pudin along the lop and/or bottom chord. NV E N & - No :58126 +--, 11 PhIIIp J. D'Regan PE No.6B126' Mlrel(US& Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: April 8,2019 ®wARNINO-YaNy ow, onamehn mdNEAD NOTE ON TNRAND 010111DED MrmKR2VTRENCEFx GEM%P7a3 rev. 10021015 BEFORE WE Desgn votid far use only MTek® earnGan. This usage u based one upon pammmem shown, and is for an Individual burrdrp component, net Eta truss system. Before use, Me bonfire desi ner must wary the applicsEilrly of design pammaters and propertylncorPamte this design Nto Me owreA buffolOgdesgn. M6MlMi Wt toprewntbuWngafiMWualtn¢ bOCOrmoNmembemonty. AdalloneltemporeryendcemranentbreWg MiTek' N always required for stability and to preverd collapse veM poss3le forecast infury and propeM damage. Forgenerel gedance regarding the - fabdooIon. storage, de0wry. emotion and bmGng ofhusses and tress systems, we ANSM11 quality omens, W"9 and 8=1 Building component ease Parxa East Bras. Ba(eylnfomratlon ewuade how Truss Plate lniNute, 210 N. Lee abeel, BUM¢312, AbImMde, VA Yt31e. Tempe. FL 3010 Job Tnus Truss Type Qty PIY RJM/ ALLIH(PINEWOOD 4 MOD.) T16120011 507277. C4 Roof Special Girder 1 Job Reference lional TiabenS Lumner Uompany, Pawn bay, FL - xS Uc, 4z8 = a.zau s vec o I. Io m, , en nmwmes, nm. non npr o w:oo:u m i a rdye , s00YJ1i7M9UzX2ha-?QOzXwaJYQQPpg5AaQRE7gSSHLefl9WgLi8GRSt T Scale=1:415 ' 4x6 11 4 Bz10 = .LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud PLATES _GRIP .. TCLL ..20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.27 8-9 >951 240 MT20 244/190 .. TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.33 8-9 >773 240 MT20HS 1871143 BCLL 0.0 Rep. Stress Ina N, Wit 0.82 Horz(CT) 0.08 7 We me ' BCDL10.0 Code FBC2017/rP12014 Matrix -MS 'Weight 2631b . FT=20% ' LUMBER. BRACING - TOP CHORD 2x4 SP No2 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals, and 1-0: 2x4 SP', SS 2-0-0 oe pudins (6-0-0 max): 5-6. ' BOT CHORD 2.0 SP DSS BOT CHORD Rigid ceiling directly applied or7-8-13 oc bracing. WEBS 2x4 SP No.2'Except' WEBS 1Row at midpt 5-7 6-7: 2x6 SP No.2 REACTIONS.. (lb/size) 7=6405/0-7-4; 2=4967/0-8-0 .. Max Harz. 2=258(LC 8). Max Uplift 7=3445(LC 8), 2=2844(LC 8) FORCES. (lb) -Max.. CompJMaxTen. - All forces 250(lb) or less except when shown. TOP CHORD '2-3=1041615673, 3<=7980/4426, 4-5=7974/4390, 5.6=331/181 BOTCHORD 2.10=5104/9250,9.10=5104/9250,8-9=-5641110480,7-8=5558/10306 WEBS - 3-10=15602846, 3.9=2977/1728, 4-9=3685/6803, 5-9=37772002, 5A=152313159. . 5.7=11259/6069 NOTES. 1) 2-ply buss to be connected together with 1 Od (0.131'X3') nails as follows: Top chords Connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6- 2 rows staggered at O-9-0 ac. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 Co. Webs connected as follows: 2x4-1 row at 0-5-0 oc, Except member 9-3 2x4 -1 row, at 0-9-0 oc, member 9-0 2x4 -1 row at 0-9-0 oc, _ member 932z4-1 row At 0-9-0oc,member 8-52x4-1 row, at 0-9-0oc, member7-52x4-i row, at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B)face in the LOAD CASE(S)section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been win sidened for this design. 4) Wind: ASCE 7-10; Vu It-170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.0ps(: h=15Q B=60ft; L=57ft: eave=7ft; Cat II; Exp C: End., GCpi=0.18: MWFRS (directional); cantilever left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 -5)Provide adequate drainage to prevent water pending. 6) All plates am MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonwnwxrent with any other live loads. 8) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-64 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3445 lb uplift at joint 7 and 2844lb uplift at joint 2. - 10) Graphical pudin representation does not depict the size or the orientation of the punin along the top and/or bottom chord. 11) Hanger(s) or other Con nection device(s) shall be provided sufficient to support Concentrated load(s)2545 He down and 1454lb up at 7-1 .8. 1190lb down and 676 He up at 9.0-12. 11901b down and 6561b up at 11-0-12, 11941b down and 642 lb up at 13-0-12, 11941E down and 6291b up at 15-0-12. and 11941b down and 635lb up at 17-0-12, and 11941b down and 635lb up at 19-0-12 onboftomchord. The design/selection of such connection device(s) is the responsibility of others. East BNd. Tampa FL 336fo April 8,2019 r. . Job- Truss Truss Type Oty Ply RJM / ALLIH(PINEVVOOD 4 MOD.) T7672001, 507277 C4 Roof Speual Gkder 1 Z Job Reference(optional) _ - Tibbetts Lumber Company; Palm Bay, FL-32905, 8.240 s Dec 62018 MTek Industries, Inc, Mon Apr 8 05.66:32 2019 Paget ID:OBbyw7VZIWKs00YJ1iZM9UzX2ba-?QOZXwaJYQQPp95AaQRE79SSHLef191AgLi8GjzSt T LOAD CASE(S) Standard '1) Dead., Roof Live.(balanced): Lumber Increase=1.25, Plate Increase=1.25 Unifoml Loads (plf) . Vert:1A=54, 4-5=54, 5.6=54, 2-7=20 Concentrated Loads Qb) Vert: 10=2545(F) 13=1 190(F) 14=1 190(F) 15=1194(F) 16=1194(F) 17=1 194(F) 18=1 194(F) MiT®k' e004 Panae iena. Tarry, R 36610 :r Jab. ... .Truss Truss Type Oty Pty RJM /ALLIH (PINEWOOD4 MOD.) T16720012 507277 CJ1 CORNER JACK 6 1 Job Reference (optionall 8.240 s Dec 6 2018 MTek Industnes, Inc. Men Apr 6 05Sri:332U18 Fagg 1 ID:OBbyw7VzVWzOOYJ1 i7M9UzX2ha-TcyLkGbldlYGOggN78zTgtNpl6LmorJ3?Rho9zSt S Scale =lH.5- -0-0 1-0U Plate Offsets (X Y)-- 12:0-4-0 0-0-0] - - - - - - - LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in goc) Udell L/d PLATES GRIP TOLL 20.0 Plate Grip, DOL 1.25 TC 0.59 - Vert(L-) 0.00 7 >999 360 MT20 244/190 . TCDL 7.0 .LumberDOL 1.25 BC 0.13 Vert(CT) 0.00 7 >999 240 BCLL ' ' 0.0 • - 'Rep; Stress Ina YES WE 0.00 Hom(CT) 0.00 4 n/a Ma .'-BCDL 10.0. Cade FBC20177rP12014 Matdx-MP Wind(LL) -0.00, 7 >999 240 Weight 7lb .PT=20% . '. LUMBER- 'BRACING - TOP CHORD: 2.4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 od pur ins. ' BOT CHORD 2x4 SP No.2 'BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brad Mg. ' REACTIONS. (lb/size) 3=29/Mechanip1,2=265N-8-0,4=51/Mechanical Max Hoa-2=125(LC 12) Max Uplift 3=29(LC 1). 2=413(LC 12), 4=54(LC 17) Max Grav 3=77(LC 12), 2=2B2(LC 17), 4=123(LC 12) .. .FORCES. (Ib)-Max. ComplMax.Ten. - All forces250 (lb) or less exceptwhen shown. .. NOTES- 1) Wnd: ASCE 7-10; Vul1=170mph (3second gust) Vasd=132mph; TCDL=4.2psf; BCDL=B.Opsf; h=15ft; 3=6011; L=57ft; eave=7ft; Cal II; Exp C; Encl.; GCpj=0.18; MVdFRS (directional) 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) All plates are MT20 plates unless otheselse indicated. ;3) This truss has beendesigned 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 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. 5) Refer to girder(s) for truss to ss mechanical others) of truss to beating plate capable of withstanding 29 lb uplift at joint 3.4131b uplift at joint 6)2snd 54 p/connection(by `4. ``.%%%% .�11�R�CC//�,' 00 No :58126 Philip J.0'Rellatl PEND,58128' MRekUSh Inc. FL cart W 6904 Paws Fast BNd, Tampa FL 3W10 Date: April 8,2019 ®WARNINO. VWWdest, paranneressandaEkDNOTES ON TRISANDINCLUDEDSDIEKREP cff PAGE �747Jrev. 1W =01SBEFORE USE Design valid ftrusealy M MTekOoonnedrsThs dsgn is based only upan parsmwers sheen, and M foran MdWual buiMup Mrtreo M.xA a truss system. Before use. the building designer Must wer'dy the ePPIesbdM of des9n parameters and property incorporate this design into the Meren r -0Wdingdesgn. among Ind Was! is to prevent buckring of Mdiwquxtrusswele and/or Nod members anti. Addfmp analteorerm ry end peaneatbrecing M ale . M always h,uued for stability and to awat osmpse with passible personal injury and paperlydamage. ForgeneralguidanceM,aning0e febdutien; storage, dairn , erection and bracing afbusses and Wsssyslerse. see ANSIBPI1Dual4CMana,OS"9S dBCSIBUIMing Ca MeM 6904 Parke. Fast Man. SaleyinfaraBM Matthews Man Truss Plate Institute. 218 N.Lee Sueet, Suite 312. Alexandria, VA 22314. Tampa. FL 36610 6. Job Truss Truss Type Oty Pty RJM/AUUH(PINEWDOD4MOD.) T76720013 507277 CAE CORNERJACK 4 1 Job Reference tional I lDDene wmcer tympany; 'aim nay, rL - saw, 5.2 U S MC b 2Ultl MI I eK In0U5mes. no. MW Npr U UY.0b:J LUIa Scale =1:9.6 Plate Offsets (X.YF- 12:0-440-0-4) LOADING (psf) SPACING. 2-0-0 CSI. DEFL, in (roc) Using L/d PLATES GRIP „ TOLL ..2010 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.00 7 >999 360 MT20 244/190 TCDL . 7.0 -Lumber DOL 1.25 BC 0.13 Ven(CT) 0.00 7 >999 240 BCLL.0.0 Rep Stress Ina YES V4B 0.00 Horz(CT) 0.00 4 n/a am BCDL 10.0 Code FBC2017/rP12014 Mabix-MP Wind(LL) -0.00 7 >999 240 Weight: 7lb FT=20% LUMBER. TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 REACTIONS. fits/size) 3=29/Mechanical, 2=265/0-8-0, 4=-51/Mechaniwl Max Ho¢ 2=125(LC 12) Max Uplift 3=29(LC 1), 2= 13(LC 12), 4=54(LC 17) Max Grav 3=77(LC 12), 2=282(LC 17), 4=123(LC 12) FORCES. (Its) -Max. CompJMax. Ten. -A[forces 250(ID) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc punins. 'BOTCHORD Rigid ceiling directly applied or 10.0-0oc bras ng. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6Apsf; h=15ft; B=6011; L=57ft; eave=7ft; Cat II, Fxp C; Encl., GCpi=0.18; M WFRS (directional) and C-C Extedor(2) zone; cans lever left and fight exposed; porch left exposed;C-C for members and forces & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2), All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconctment 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 andany other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to heeding plate capable of withstanding 291b uplift at joint 3, 4131b uplift at joint 2-and 54Ib uplift atjoint 4. J. No 58126 - 9 of 41 �O' •� iIg1Q. SS�ONALE O`• 14nr11 10 PIMPJ. vitegan FIE No.56126 M(rekUSl,7ne. R.Cert6634 6004 Pattie East Blvd. Tampa FL 33610 Date: '" April 8,2019 4. Job Truss Truss Type Cry Ply RJM/ALLIH(PINEWDOD4MOD.) T16720014 507277 CJ2 Corner Jack 4 1 Job Reference tional Moons Lumber tympany, ream day, rL- aeBub, a.[ausuec ozmomuearnUMVles, me mon Hpr ouaoo::wzme rage I LOADING (ps0 SPACING. 2-0-0 CSI. DEFL. in Oda) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.00 7 -999 360 TCDL 7.0 - Lumber DOL 1.25 BC 0.14 Vert(CT) 0.00 7 >999 240 BCLL 0.0 Rep Stress Ina YES Wd 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -MP Wind(LL) -0.00 7 >999 240 .Scala 1°=1' PLATES GRIP MT20 244/190 Weight: 10 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP Na.2 TOP CHORD Structural wood sheathing directlyapplied or 1-11-15 oc pudins. BOTCHORD 2x4SPNo.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. Qla'size) 3=19/Mechanica1,2=24310-8-0,4=-3/MechaniwI Max Harz 2=156(LC 12) Max Uplift 3=18(LC 9). 2=311(LC 12), 4=3(LC 1) Max Grav 3=28(LC 17). 2=257(LC 17), 4=55(LC 12) FORCES. (Ib)-Max. CompJMax. Ten. -All forces 250(Ib) orless exceptwhen shown. NOTES- 1) Wirid:ASCE 7-10; VuRa170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=6.Opsf; h=15ft; B=60ft;. L=57ft; eave=7ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed;CC for members and fortes & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates ere MT20 plates unless otherwise indicated. 3) This truss has been designed fore 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24)-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 withstanding181b uplift al joint 3, 311 Ito uplift atjoinl 2 and 31b uplift atjoinl4.. %aRFGiii a No -58126 F R& J.0'tiegan PE No.581.26 MITek USA, Inc. FL Cart 8834 6904 Pads Fat Blvd. Tampa FL'83610 We: April 8,2019 ®WARNIND-Varoydasldm P>"rnrtan add RBAo NONE ON iMSANDINCL00CDNRPNREFBRENCEPAGEL 7473 m, iWOLalr0 1160RH WE Design valid forusa enywiN MRek®oonnedois. Thisdesign abased only upon paametem shown, and is (bran adhddual bumiM oonoonenl, not a truss system. Before use, rue berMng designer must wdy lee apGnrebB4y ofdesgn pareuelers and prepeM so m este Nis desgn worue oveau •bunm,pdastin:ameinp indicated is to pawn WWN ofaxmid.al case web endfix MON Reenters only. AddNenaltempoay and permanent bar'cop Mire Is eMays requiredforstabilor and 0 Maven canapes with pesstle personal djury and prapedy danage. Forgenemlgudenoaapardragme hb,katlon.storage, defwry, emchan and baling ofbasses and tress syslan¢. sea ANSVIFI1 OualNy crawls, DS849 and Bad BrdlrAn9 Component as" Puw, East BIM. Sayely1mannottim awnablefmm Tmss Pdlal.s O.,210N.Lee Street.audeel2.M.ndda,VA22314. Tampa, FL 36610 Job Truss Type Oty Ply RIM/ALLIH(PINEWOOD4 MOD.) T16720015 507277. CJ3runs CORNERJACK 6 1 Job Reference tionai Tibbetts Lumber Company; . Palm Say, FL-32905, 1 8.240 s Dec 6 2016 Mhitek Industries, Inc. Mon Apr S 05.56:352e19 Page 1 ID:OBbya7Vzl WKs00YJ1 iZMSUzX2ha-0?459xcBrLo_g7glFZ'h114?IYopEhKcWJwot2zSt_O. u1.n Scale=1:14.6 Plate Offsets (X Y)-- r2£dge 0-0-41 ' LOADING (psf) SPACING- 2.0-0 CSI. DEFL, in (lob) VdeB L/d PLATES GRIP TCLL 20.0 Plate Gnp.DOL 1.25 TC 0.59 Vert(L-) .0.00 4-7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) .0.00 4.7 >999 240 BCLL 0.0 - Rep Stress Inv YES WB 0.00 Hom(CT) 0.00 2 n/a Ills BCDL 10.0 Code FBC2017rrP12014 Matnx-MP Wnd(LL) -0.01 4-7 >999 240 Weight: 1311, FT=20% LUMBER. 'BRACING. TOP CHORD 2z4 SP No.2 TOP CHORD Structural Wood sheaming directly applied or3-0-0 oc pudins. - BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0.0 oc brad ng. . REACTIONS. (lb/size) 3=51/Mechanical,2=259/0-8-0,4=19/Mechanical _ Max Horz 2=1 S4(LC 12) Max Uplift 3=42(LC 9). 2=286(LC 12) Max Grev 3=68(LC 17), 2=275(LC 17), 4=47(LC 3) .. ,FORCES. Qb) - Max. CempJMax,Ten. - All farces 250(Ib) or less except when shown. NOTES- 1) Wnd: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCOL=6.0pst, h=15ft; B=60ft; L=57R eave=7ft; CaL II; Exp C; End., GCpi=0.18; MWFRS (dinectienaft and C-C Exledor(2) zone; cantilever left and right exposed ;C-C for members and forces B MWFRS for reactions shown; Lumber DOL=1.6D plate gnp DOL=1.60 ' 2) Al plates are MT20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 per bottom chard live load noncencu ent 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 2fi0 wide - ' will fit between the bottom chord and any other members. 5)Refeir togirder(s) for truss to truss connections. \\pII4IIII11% ''��I 6) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 42 lb uplift atjoint 3 and 2861b uplift at \\�\,p :J• Q'R � joint 2.. -............ No '55126 � ��i tic •O R � � �� C>% E s1111� PhMp J. Mew PE Nn;6B126' WillkUS&Inc. R.CeR9634 6904 Parlle lzatit Blvd. Tampa FL 33610 Date: April 8,2019 } Job Truss Truss Type Oty Py RJM/ ALLIH(PIN EWOOD 4 MOD.) T76720076 507277 CJ3A CORNER JACK 4 1 Job Reference(optional) I MOMS Lllmeef rAmpany, Valm Bay, 1-L-M905, 8.240 s Dec 6 2018 Mi fek Industries, no. Mon Apr 8 05:56:352019 Pago 1 ID:OBbM7VzJ W KSOOYJI iZM9LhzMha-0?459xcBrLo_g7q F27ir1140HYmVEhKCWJwot2zSl_O 11-14 n.1_1e Scale =1:14A Plate Offsets OE.Y7-- 12:0-0-3.Edue1 - - - - LOADING (psf) SPACING. 2-M CSI. DEFL. in (Jac) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.00 4-7 >999 360 MT20 244/19D TCOL 7.0 .Lumber DOL 1.25 BC 0.21 VerhCT) -0.01 4-7 >999 240 BOLL 0.0 Rep Stress Ina YES WB 0.00 HOIz(CT) 0.00 2 n/a n/a BCDL 10.0 Cade FBC2017ITP12014 Matrix -MP Wind(LL) -0.01 4-7 >999 240 'Weight 141b FT=20% LUMBER - TOP CHORD 2x4 SP SS BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/Size) 3=53/Mechanica1,2=275/0-8-0,4=19/Mechanical Max Horz 2=183(LC 12) Max Uplift 3= 2(LC 9), 2306(1-C 12) Max Gmv 3=71(LC 17), 2=292(LC 17), 4=48(LC 3) FORCES. Ob)-- Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 3-1-14 oc puffins. BOTCHORD Rigid ceiling directly applied or 1M-0ocbracing. NOTES. 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=6.Opsf; h=15ft; B=60ft; L=57ft; eave=7ft; Cat. II; ESP C; End., GCpi=0.18: M WFRS (directional) and C-C Comer(3) zone; cantilever left and right exposed ;C-C for members and forces B M WFRS for reactors shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nunconcumenl 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 redan gle 3-6-0 tall by 2-0-0 wide will fit between tha 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 beefing plate capable of withstanding 42 Ib uplift at joint 3 and 3061b uplift at joint 2. 'll"llifill No :58726 4 :9 % OF C Ph91p J. O'Regan PE No:58128 MITekuK Inc: FL Cert6s34 6904 Parke East Blvd. Tampa FL 33610 Date: Apol 8,2019 AWARN/NO•Vrrgytlalplpuvmalan mtlREAO NOTES ON= AN01NCLM3EB1KREKRDF UVCEPAOENDTQinv. t0lglla016BEFORE USE sue■ Oe9gn rd for use lrllh MmeMaccanedds. Tals design B based Only uponpanmelers shoes. and Is for an lndmidual OuNfing component,net IYI �• aWs sm yse. earn se. Pe bugding designaraustwriy the ppgabflAy Session peranglers and Vapary Incorporate mh design Into the Overall1`i{Y•1�—■ Oulldppign d s. BWd la reg Molestete prevent burhGM oIInOHNuaI WssvrebanNorrAON members only. AddXlonel temporay and cerreenent bra ing iTOW IS fways nyugN farslabsty and IS pawm amps¢ Wth possiba personal injury and Poperydamage. Forgenanal gukaree regaNIng the fabratlon; storage.dehaaq, eredion and bratlng of vases and truss systems,see ANSI/ lWagy CrX a,WB49andBC51BWWNg CornponeM 6904 Salery/nWrmatlon MOMS earn Tress Plate lastiWe,218 N.Lee Street. Suga 312, Alexandria, VA 23314. Tana, R.rke 3010_E. Tempa,R 36910 Job Truss - Truss Type Qty Ply RJM/ALUH(PINEWOOD4 MOD.) T16/20017 507277 CJ3E CORNER JACK 4 1 Job Reference liana I looens Lumber UDmpany, YBM tlay, YL-J2yW, 1 B.2Q s Use b 2018 Md ek Industries, Inc. Men Apr 8 05.56:362019 Page 1 ID:OBbyw7VzIWKs00YJ1ZMgUzX2houBeUNHdpcewrHHPypGWAIWOA2y73z8allzgMPUzSt_P 3-00 Scale =1.14.6 I¢ d_ Plate Offsets (X,Y).- t2:0A-4.G- 41 .LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) VdeO Ud PLATES GRIP. TOLL ..20,0 Plane Grip DOL 1.25 TC 0.59 Vert(LL) 0.01 4-7 o999 240 MT20 244/190 TCDL 7.0 .LumberDOL 1.25 BC 0.12 Vert(CT) -0.00 4.7 >999 240 BCLL- 0.0 Rep Stress Inch YES WE 0.00 Horz(CT) -0.00 3 n/a 'n/a - BCDL10.0 Code FBC2017rrP12014 Matrix -MP - -Weight '13It, FT=20% LUMBER.. 'BRACING. TOP CHORD- 2x4 SP No.2 - TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc pudins. BOTCHORD 2x4SPNo.2 BOTCHORD Rigid ceiling directly applied or 1 O+0-0cc lead ng. REACTIONS. (Ib/size) 3=51/Mechanical,2=259/0-8-0,4=19/Mechanical Max Hem 2=184(LC 12) Max Uplift 3=53(LC 9), 2=350(LC 12), 4=40(LC 9) Max Grav 3=59(LC 17), 2=259(LC 1), 4=47(LC 3) .FORCES. Qb)-Max. CompJMax.Ten. - All forces 250(I1a) or less except when shown. . NOTES-.. 1) Wind: ASCE 7-10;.Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf, h=15ft; B=60R; L=57ft; eave=7ft; Cat. II; Exp C; End., GCpi=0.18; M WFRS (diredionaN and C-C Extenor(2) zone; canfilever left and right exposed ; porch left exposed;C-C for members and forces & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been.dedgned fora 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) • This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Refer togirder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 3, 350lb uplift at joint 2 and 401b uplift at joint 4. J, O G E N 9 *-eNo �. 'oNA1 V�C2�. Ph01pJ. U114gan PF No.56t10 MITdr NSA.1mrfL(Srt5034 - 6904 Partial . Fast BW.,Tampa FL 83010 Date: April 8,2019 ®WARMNO-VuW aiaargapanamafan andRistO NOTES ONMMMDINCLUOEDMRENREPERENCEPAQEWA7473rw.1b9L20f0aEFOREUSE- Des1gnvalid fm use onty rh Mifek®cernedors. This resign B based ont, upon parameters shown, and is form inGvduel building component. not . a Wss system. Before use, the buaMng deagnermaAwfifythe apblimbiidy of design panuixotm and MMrly incorporate his design into the evelal ■�Y� -.buildup-desgn: BmdngiMicatedisWWp dbuWngofiWWual Wsswebandfor MoNmembemonty. AddNonaltempomryarMMe entbmdng MiTel( b aWaya mquu for slabifRy end to prevent coapse wdh possible parsonal injury and properly damage. Fergeneralgtidancan,g.Wngthe .. fab4mtgn,stom9e,defiaq,emWonarMbmcingofnnesaMWsssysterm.see ANSUIPIf Oualib Crpe4a, 0.SB89 andBCSIBWIdfng Component 6904 Perko Eaat®<d. Szfetyhota nation availablebom Tress Plaletns e,218N.UeSWet.Sude3t2.NI Mda,VAU314. Tenma, 11 36610 Job Tess Truss Type Cry Pry RJM/ALLIH(PINENOOD4 MOD.) T16720018 507277 - CJS CORNERJACK 4 1 Job Reference(optional) �umpany, Is. oay, YL - A tJa, 529 Use b 2ule MI l eK lnllWNles, Ine, Mon Apr a Qobb:8U2u1V rage ID:OBbyw7VzJWKs0OYJ1 ZM9UrX2ha BeUNHdpcewrHHPypGWAIVJdA2y4bzaall.gMPUzSt P -2-0-0 5-0.0 20o I 5-0-o I Sees =1:19.5 Plate Offsets KY-- 12:0-1-0,0-0-21 LOADING (ps() SPACING- 2-M CSI. DEFL. in Doc) Udell L/d PLATES GRIP . TCLL 20.0 Plate Grip DOLL 1.25 TC 0.59 Vert(L-) -0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 'Rep Stress Ina YES % B 0.00 Hom(CT) -0.00 3 Na n/a BCDL. 10.0 Code FBC2017frP12014 Matrix -MP Wind(-L) 0.04 4-7 >999 240 Weight'19 lb FT=20% LUMBER- TOPCHORD 2x4SPNo.2' SOT CHORD 2x4 SPNo.2 REACTIONS. (Ib/size) 3=107/Mechanicel, 2=318/0.8-0, 4=52/Mechanicol Max Hdr4 2=245(LC 12) Max Uplift 3=112(LC 12), 2=280(LC 12) Max Grav 3=139(LC 17), 2=337(LC 17), 4=86(LC 3) FORCES. (Ib)-Max. CompJMax.Ten,- Allforces 250(I1b) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. 'BOTCHORD Rigid ceiling directly applied or 10-0-0oe bracing. NOTES- 1) Wind: ASCE 7-10;Vult=170mph (3-second gust) Vasd=132mph;TCDL=4.2ps1; BCD1-=6.0psF h=15$ B=60ft; L=5711; eave=7ft; Cal 11; Exp C; End., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 3-7-10, Interior(l) 3-7-10 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 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 N between the bottom chord and any other members. 5) Refer to girder(s) for muss to buss connections. 6) Provide mechanical connection(by others) of truss to beefing plate capable of withstam ding 1121b uplift at joint 3 and 280 Is uplift at joint 2. %,,%IIIIIII1111" aJJQT� V\QENS�c��9ij.�4, No 88126 ' 6904 PaDm Fast Bind. Tampa R.33610 Date: April 8,2019' ,&WARMNG -Verh y daelge ParamrNn and READ NOTES ON TMS AND INCLMm NREK REFERENCE PAGE x4f-lQl m. 14022ef5 BEFORE WE DeslpnvaGE tar use onywah Mae oleconnedors. This desgn is based any uponpalemeters shown, and as bran individual bulfi g component, net . a truss system. Before use, the bugding designer must verify Me amficablrty otdesgn pammele s and po,ey Incorporate Medesgn Mtn the avemg bundogdesgn. Bmdng Indicated Is to prevent totaling of bdWeal tress web antler Uom members only. Addbbnapempmary and permanent Made, M1TeW b always re ,uh d brsb0ildy and to prevent collapse with possible personal Injury and Property damage. For Beneml gumance mgaming be feMdebn,sbmga, degwry,emdbn end bmbng ofWssas and Wss systens, see ANSI/1771 Quality CrMado, DSBd9 andBCSI BWIdIng Component 6N4 Pmka East Blvd. Safatylebrma0on available fmm Tra s Pate Institute, 218 N. Lee Sbeet suLa 312. Alexandria, VA 22314. Taw.. FL 36010 Job Teas Taus Type Oty Ply RJM I ALLIH(PINEWOOD 4 MOD.) T76720019 607277 D1 HIP GIRDER 1 1 Job Reference bona Tibbetts Lumber Company; 'Pain Bay, FL-32905. - - 8:240 s Dec 62018 MTek Industries, Inc. Mon Apr 805:56:372019 Pagel ID:OBbyv7Vz WKs00YJ1iZM9UzX2ha-MNCsadeSNy2'ryR BM 1Pgi9NNMPRiafvzdPv St O -2Z 5-0.08.114 l 13-114-15-114 ' _2 5-0-0 3-11-4 5-0-0 2-0-0 Scale =129.6 6di = 5s9 = Plate Offsets (X Y)-- (3:0-3-0 0-2-71 f4:03-0 0.2-71 LOADING (pat) SPACING. 2-D-0 CS]. DEFL. in (loc) Well L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.49. Vert(LL) 0.11 7-8 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.06 7-8 >999 240 BCLL 0.0 Rep Somas Ina NO WE 0.08 Horz(CT) -0.03 5 rim n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 671b FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 •Excepr TOP CHORD 3-4: 2x6 SP No.2 BOTCHORD 2x4 SP No.2 BOTCHORD WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 2=861/04W, 5=86110-8-0 Max Hocz 2=172(LC7) Max Uplift 2=1142(LC B), 5=1142(LC 8) Max Grav 2=861(LC 1), 5=927(LC 30) FORCES, pb)-Max. . GOmpJMex.Ten.- Allforces 2506b) or less except when shown. TOPCHORD 2-3=1354/1647,3-0=1189/1508,4-5=1366/1649 BOTCHORD 2-8=1292/1177,7-8>1272/1161,5.7=1351/1179 WEBS 3-8=-3731335,4.7=3741336 Structural wood sheathing directly applied or 4-9-6 oc punins, except 2-0-0 oc pudins (6-0-0 max): 3.4. Rigid miring directly applied or 5-0-5 oc bracing. NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasil =1 32mph; TCDL=4.2psf, BCD L=6.0psh hot5ft: B=60ft;-L=57ft; eave=7ft; Cat. II; Exp C; Encl.. GCpl=6.18; MWFRS (directional): cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevenlwater pontling. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunenl with any other live loads. 6) • This. W as has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectan gle 3-6-0 tall by 2-0-0 wide Wit fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11421b uplift at John and 11421b uplift aljalnl5. 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 9) Hanger(s) or other connection devices) shall be Provided sufficient to support concentrated load(s) 2621b down and 303 lb up at 5-M, and 136lb down and 144 lb up at 6.11-10, and 262 lb down and 303lb up at 8A 1-4 on top chord, and 2281b dawn and 333 Ib up at 5-0-0, and 461b down and 99lb up at 6-11-10, and 2281b down and 3331b up at 8-10-8 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 fade of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead -Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 34=54, 4.8=54, 9-12--20 No •5.8126 :9 Af..OR GF PhilipJ.O'Negan PE NoS6126 M(reKUSglnc FL Cert6634 69U4 Parlor Fast Blvd. Tampa FL 33610 Date: April 8,2019 ®WARMNo-Vadydeal9npan mend REAQ NDiEs ONTNIS AND/NCLWEO AEIEK REFERENCE PAQE6941tJ]rev. 1=12016 BEFONEIRE' Design valid for use onlywelh MireMP mnnec4a,s. Tbb design is based only upunparemelers sMwn, and a axon OdWusl buildelp con ane,d, not a cuss sy9em Befom use, be Welding desgnermustven y the.MU." of desbn Parerretersend PropeM Incorporate Me deson M. Ne averag bundinidesgn. Bredngimi�MatDprewntbuWngofMWuaiwsawebanuormomme,wemony. Addmonei mmporey and peinnl ba unecmg MiTek' Is aMeya regubad forstamlily and to amend Wllasewilb passible Personal mrvy and peapedy damage. Far geneml guidance regaving the fabdoation, storage. deG ,e,ecion and baring ofbusses and cuss systems. see _ ANSIRP/f Qwllry CMeda,MM9endSMIRuildiag ComponeM 6904 Pan. East Bbd. Sarayynyurmzrlon auarable WmTruss Plate lnatt0a.218 N. Lee inner, Aube 312, Alexandra, VA n314. Tampa. FL 36810 Job T. Truss Type Oty Plyy RJMIALLIH(PINEWOOD41VIOD.) T16720019 507277 01 HIP GIRDER 1 1 Job Reference(optional) I OOSn3 Lumger company, Palm Bay, FL-32905, 8.240 a Dee 62018 MTek Industries, Inc Man Apr 60.5:55:372019 Paget iD:08byw7VzJWI7.sD0VJ1iZM9(1zX2ha.MNCsadeSNy2ty 8M 1 Pcj9NNMPRiafvzdPvxwzst_O LOAD CASE(S) Standard Concentrated Loads (Ib) Vest: 3=64(B) 4=64(121) 8=-127(B) 7=1 27(B) 15=53(B) 16=32(B) ®WARMNO•V.*dstfgn peremmmendRE4tD NOTES ON THIS ANDINCIJIVED IJITEN REFERENCE PAOE N 703 W. fONNS BEFORE WE Design w4d for use cunt, with MTek® cbndadom. Tnb design 6 based any upon,ranames .boar. and Is (oven Ndytlual b adleg mW.uddt, ma e buss system, assure use, me Wilding designef must verify Me appgrabrtay of desgn parameters and pmpedY No u,sumte this desgn true Me aw al bugdingded9n. Brewgindi®teal top ntWWngofmdmduaiwsswebanworaoM= bemmy. Addmanaltemporanand pemumorlMum, NEW N oWepiequWdforstablkyand MpmwMmllapsswMpouNep monelinjugwdpio dydamage. ForgenemlguidencemgaNuq Ne - fabdcatlon,storage, derdry,emotion and bmdng ofteusses and Was systems, see ANSIDPIf OwlNy Cd dy MB419dndBCSIBWldNg Componem 6904 Pape East BIW. SMefy/nyomradon mutable fmm Tuss Plate InsgWm, 218 N. Lee Slreel. S.M. 312. Maxandda, VA 22314. Tempe, FL 3010 Job Trss Truss Type Oly Ply RJM /ALLIH (PINEWOOD4M00.) T16720020 607277 D2 COMMON 1 1 Job Reference fmlipnap I Woods Lumeer uampany, YBlm Day, 1-1--;4YW, m.zausuec b2ule MIIeKmausnes,mC Mon Hpr auo:06.Jezu19 4,63 3 e-11-10 I 12 1,7 1$-11-N 1.4 B.1 vtn - sss t t Scale =1292 it Plate Offsets (X Y)-- 12:0-1-0Edger (5:0-0-0 Edpel LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.29 B-11 >512 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) .0.12 B-11 >999 240 BCLL 0.0 'Rep Stress lncr YES WB 0.82 HOrz(CT) -0.01 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Maffi*MS Weight: 64lb FT=.20% LUMBER- BRACING. TOPCHORD 2x4SPSS TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOTCHORD 2x4SP'No.2 'BOTCHORD Rigid ceiling directly applied or 4-11-14 oc bracing. .WEBS 2x4 SP No.2 REACTIONS. 0b/size) 2=552/0-8-0, 7=702/0-11-5 Max Horz 2=220(LC 11) Max Uplift 2=671(LC 12),7=779(LC 12) FORCES. (lb) -Max. CompJMax. Ten. -Allforces 250(Ib) or less exceplwhen shown. TOPCHORD 2.3=510/1104,3-0=504H10Q45=8291321 BOT CHORD 2-8=-739/389, 7-8=-237/906, 5-7=-237/906 WEBS 3-0=529/223, 4.8=1558/632, 4.7=68211372 NOTES. 1) Unbalanced rooflive loads have been considered forthis design: 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf, h=15ft; B=60ft; L=5711; eave=711; Cal 11; Exp C; End., GCpi=0.18; MWFRS (directionep and C-C Exledor(2)-2.0-13 to 3.7-10, Inleilor(1) 3-7-10 to 6.11-10, Extednr(2). 6-11-10 to 12-54, Intenor(1)12-5-7 to 16-0-1 zone; camblever left and right exposed ; porch left exposed;C-C for members and forces & M WPRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Al plates are MT20 plates unless otherwise indicated. 4) This truss ties 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 rectan gle 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 671 It uplift at Joint 2 and 779 a uplift at joint 7. Ilpl l I l lry��l P �J. 0 ENS� No 58126 Philip J. O'Regan PE:No.58126 Mlrek USglnc FL Cart 653E 6904 Parka East Blvd. Tampa FL 33810 Date: April 8,2019 AWARNINg•Vse adea�on pmamrteesendNEABNCiESON n BEFORE USE Design system. Md asedonCINCLMra parametersn, and Isfor an edual ce not qby designtythe based only upon pen end,rer" o ��' earae, thiscausingd n We then. efdro u eM ld Ing d signer Ne paran tere an ofm&orpaodm antepmpetey Ncolporere Ihbtlesignbar therdera a"" system. Before use. Me bui'dlnp tleslga" uallitmss BmWgindiratcd klo DreveNbucssm oflMisidusl Wsaweb mdloi Uod members any. Atldgbnel temporary antl pemunent bmWp WWWafi MiTek' he__.cgn. h always required for students nd to pmvent collapse wM possWepersonal idury and property damage. For BeneldgWaanceregadingtoe febdoetion, slorego ad ts, eredi4n antl bmdng ofbusses and truss system, see ANSI/IPN Genfay CrReds, BSBd9 and SCSI Bullding Componerat 6904 Puree East Blvd. - Salalyln/oemaaon avaneNefrem Truss Rate lnsiriNe, z18 N. Lee sbeot, Sure 313, Alexantldy, VA z3314. Tempe. FL 361311) a-0-0 6-11-10 11-0-0 2-0-0 I 6-11-10 I 4-0b Sxfi = Scale -1:27.3 Plate Offsels (X Y)-- I2:0-1-0 Edgel LOADING (psf) SPACING- 240 0 CSI. DEFL. in (loc) Ildeg L/d PLATES GRIP TCLL 20.0 ' Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.30 6-9 >431 240 MT20 2441190 TCDL 7.0 .Lumber DOL 125 BC 0.78 Vert(CT) -0.12 6-9 >999 240 BCLL 0.0 Rep Stress Ina YES WB 025 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 521b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP SS-Excepr TOPCHORD 3.4: 2x4 SP'No.2 BOTCHORD 20 SP No.2 BOTCHORD WEBS 2x4 SP No.2 'Except* 4-5:2x6 SP No.2 REACTIONS. Qb/size) 2=521/04.0,5=38B/04.0 Max Hors. 2=191(LC 12) Max Uplift 2=638(LC 12), 5=-437(LC 12) FORCES. Qb) - Max. ComplMax.Ten.- Allforces 250 Qb) or less exceptwhen shown. TOP CHORD 2-3=440/961, 3-4=401/1024, 4-5=379/935 BOTCHORD 2-6=835/325 WEBS 3-6=348/156, 4-6=-884/339 Structural wood sheathing directly applied or 6-0-0 ad purling, except end verticals: Rigid ceiling directly applied or 3-11-14 oc bracing. NOTES - I) Unbalanced roof live loads have been can sidered for this design. 2) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsh, h=150: 8=60ft: L=57ft: eave=7ft; Cat II, Exp C; En ci., GCpt 0.18; MWFRS(directional) and C-C Fxtenor(2)-2-0-13 to 3-7-10. Intedor(l) 3-7-10 to 6-11-10. Exterior(2) 6-11-10 to 10-94 zone; cantilever left and fight exposed ; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber. DOL 1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chard live load noncuncun'enl 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 241-0 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 638 Is uplift at joint and 437 lb uplift at joints. J� 1 O n� .� C E N S G1, No 58126 ir 4IV N 40 �- S pi4111IONA� PhMp J. 07fagan PE No:5B126 Mfrek usk Ina R. art6634 6904 Parke Fast Blvd. Tampa rL 33610 Date: April 8,2019 VMry panmanraneCREAp NOeE4 pN ANp rwo[ngca3pre BEFORE 05E DeWAvoid only wall aENLBPA0EN0•rQ] for use rATekel connected. This design age uponparameters fo Eased rnb open Panme@rs saran, end 6loren MENkuat s de g nonto ��' ae ease the,evnot syst mme, t a Incoaltem thisdesgnraoteeovenA abusssystem Baronuse, riceed is to aarMm Ad bua*an esgnrarenermustwehfy1Eeerrli"So bandlanpenemtemand only. MiTek' de,wenrny.Aeaheraiglanownandretmanemoncna triaindlraredioppMmouannarrmdnwrpmanalini pnperry4amape. erelpa, fa mrnyoresulted.derm, aim ropndlo mng ofseEyoand thpersonala,seaM 11 Quality DSB 9andfitEe Cr4ede, BSBd9 mdBC5lBWldlna Component end Wssreet. dEdranagmonpe, aar ,gereere Endngofute. e31 East Brad. 21 Su dna,VANSIr=14.11y saroty /arrrmaBrn eveJeble firm Truss Porte Institute. ate N. Lee Street, Sude all, uexendde, VA 2231d. True a.A Tema, FL s6610 Tama. 4 Job Truss Truss Type Oty Ply RJM/ALLIH(PINEWOOD4 MOD) T'16720022 507277' D4 COMMON t 1 Job Reference(optional) mueaa winuw, company, ream oay,rt-uem, 4x4 = 2 3 3x6 II NOP2x STP= o.zw s oec o a,o mn ex mmsmes, no mon rpr o IA:ao:4a <e ie Xs00YJt iZM9Uz)(2ha4mJc?JfrvZJP817XUP3N8FbnA7oAUPCRxuDO NOM STP Sae II Scale=127.3 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in Qoc) Ildeft Vtl PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC OA3 Vert(LL) 0.04 5-e >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.25 Vert(CT) -0.02 5-6 >999 240 BCLL 0.0 - .Rep Stress [nor VES We 0.12 Hom(CT) -0.00 4 n/a We BCDL. 10.0 'Code FBC2017ITPI2014 Matrix -MS Weight :50 It, FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 'TOP CHORD Structural wood sheathing directly applied or 6-D-0 oc pudins, 'BOTCHORD 2x4 SP No:2 exoeptend verticals. WEBS 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 1O-D-0 oc bract ng. 1-6,3-4: 2x6 SP No.2 REACTIONS. (Ib/size) .6=302/0410, 4=302/0.8.0 Max Hom 6=100(LC 10) Max Uplift 6=339(LC 12), 4=345(LC 12) .FORCES. (Ib)-Max. CompJMax.Ten. -All forces 250 Qb) or less except when shown. TOP CHORD' 1-2=-274/642, 2-3=264/664, 1-6=259/586; 3-0=-272/659 WEBS 15=295A 88, M=-444/181 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=6.0psf, h=15ft; B=60ft; L=57ft; eave=7ft; Cat. .II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;.parch left exposed;C-C for members and forces & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This tru6 has been designed for a live load of 20.0ps1 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 3391b uplift aljoint 6 and 3451b uplift at JoIM4. s No '58128 _ 9 ST -f : k/ OR%'D N4% 141111 PM9pJ.O'Repan PE No.58126' wilkUBh Inc. FL cart 6634 6904 Parke Fast 11Ihn1. Tampa FLIG610, Date: e...a p on4D Job Truss Truss Type Oty. Pty RJM /ALLIH (PINENAOD4 MOD.) T167zo923 507277 EJ1 Jad<-0pen Dinner 2 1 Jab Reference banal I Mww Lumber Mpany, 'Yalm bay. YL-S&Ue, 1 0.29u 5 Veo O 2UlO MI I eK maueftn s, Inc MOO AOr 8 3.97 12 7x8 4 43-0 6-0-0 azn nn Scale =1:20.0 Plate Offsets ()(,Y)-- 13:04-0,0-1-31 LOADING (pso SPACING- 2-0-0 CS]. DEFL. in Qac) Udefl L/d PLATES GRIP - . TCLL 20:0 Plate Grip DOL 1.25 TO 0.43. Vert(LL) -0.05 6-9 >999 240 MT20 2441.190 TCDL . 7.0 - Lumber DOL 1.25 BC 0.42 Ven(CT) -0.10 6-9 >635 180 - - - SCLL 0.0 • -. Rep Stress Ina NO WB 0.02 Hoiz(CT) 0.02 4 am . n/a -BCDL 10.0 Code FBC20171-rP12014 Matrix -MP - WeighC24 In LUMBER- 'BRACING - TOP CHORD; 2x4 SP No.2 •Except• TOP CHORD Structural wood sheathing directly applied or5-3-0 as punins. - 34: 2x6 SP.No,2 -BOTCHORD Rigid ceiling directly applied or 10-0-O oc biadng. '- ' 'BOTCHORD 2x4 SPNo.2 WEBS 2x4 SP-No.2 REACTIONS. (lb/size) 4=25/Mechanical, 2=329/0-8-0, 5=161/Mechanical Max Horz 2=238(LC 25) ... Max Uplift 4=26(LC 8),.2=289(LC 8), 5=-80(LC 5) - Max Gray.4=27(LC 13), 2=366(LC 29), 5=263(LC 29) FORCES. go) -Max..CompJMax. Ten. -All forces 250 Qb) or less except when shown. NOTES- - 1) Unbalanced roof live loads have been considered for this design. - - ' 2). Wind: ASCE 7.10; Vult-170mph (3-seontl gust) Vasd=132mph; TCDL=4.2psf, BCDL=6.Opsf; h=15ft; B=60ft; L=57ft; eave=7ft; Cat. - II;Exp C;End.,GCpi=0.18; MWFRS(directionag; cantilever left and right exposed: Lumber DOL=1.60 plate grin DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. . . 4) This truss has been designed for a 10.0 psf bottom chord live load 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 reran gle 3-6-0 tall by 24W wide ``IIIIII I►//0J' will fer bag rder(s) fortween the otrus to trusttom chord c onnd any ections. other members. 6) Re J Q RcGI?a 7) Provide mechanicalennnection(by others)Oftruss to bearing ofwithstanding 266 aljoinl 4,289 is \\\\-%f\�\P ••SCE NS•.1,1y plate capable uplift uplift atjoint \\ `' Q• �% F••-v �� 2 and 80 Is uplift at joint 5. \\ 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189In down and.1501b up at N o.:58126. •:,* 4-3-0 on top chord, and 1031b down at 43-0 on bottom chord. The design/selectton of such connection device(s) is the a.* - - . responsibility of others: 9) In the LOAD CASE(S) section, loads applied to the face of the buss are noted as front(F) or back (B). * C 'LOADCASE(S) Siantlerd - i y 1)Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) �i ••'�' -p' • Z \\ Vert: 13=-54,3-4=-54,5-7=20 �i ....... R 1�r •'`1 \ \\ .��NA' Concentratted Loads o dsfi sv/Sj . "`\�\♦ ed � 8=9( Philip J. O'Hegan RE:No.58126 MffekUAInc. R. Cart8834 . - - 6804 Patl® rasl Blvd. Tampa FIL33610 . - Date: . . - April 8,2019 AWARNINO•VsMVOWgn Mrrek&cnen4as.0wp7ESOwTHelonly Non pare MIlENREF£aEdCEppOEMINA] bulking component, SE Desgn valid for useoefore use,t MRek®mneigner must verify a basetlonly upbnpenPara shown,antlaIs formororJualto esd eapeomponem,eot • atrusssyrtem.aarsouse, thebuildingistg revenonoldi,artyrueapplibuss MeOmer MOMonersellMy. Asiinmryolemorary and farothent bou _ 'a ovenal always rout. arson, lfty and k pnewnt mflape M iotlW4ual Loss wehu Mang ppmmenemurs. . r,aM naltemppmMenOpermanent bmcmp MiT®k' faallaysa9mretl,deli, Ely. nabpreventsnaps¢wM poasbkpersonal injuryantl pmpedy Oamepe.For9enC p.,,DSerep.dBthe . fatrcetiaftemarege, tlanYEPJ,enote Tton46nte InsteaaeW all Lee Steest. Suite AIVSVAUGUapry OwMOa, patid9 adOBC5l auilOing Component aeWa, FL Fast0LW. - aaleryln/ormatlan ¢,enable from Tmss Plate lnsinNe, 21a N. Lee atreeL autle all, NexanOOa, VA p2314. Tampa, FL 36610' ' Job Truss Truss Type pry Ply RJM/ALLIH(PINEWOOD 4 MOD.) T76720024 507277 EJ2 JACK -OPEN 3 1 " Job Reference Ronal I Ioomrs cunluur company, ralm oat', rl.-aaew, MZW s Idea a 4elb o arc Ina1HBIe9. Ina mpn q r p va:=p I ZVI= 6.00 12 Scar, 1:352 SUPPORT 5 REQUIRED e a 3x6 II 34 tt LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(L-) 0.01 5-6 >999 240 MT20 2441190 ..TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.01 5.6 ?999 180 .BOLL 0.0 Rep Stress Ina YES WB 0.47 Horz(CT) -0.07 3 We n/a BCDL. 10.0 Code FBC2017/rP)2014 Mabix-MP Weight:. 24 Ito FT-20% LUMBER- . BRACING- TOPCHORD 2x4SPNo.2 TOPCHORD Structural wood sheathing directly applied or 1-10-800purlins, BOTCHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 9-0-15 oc bracing. REACTIONS. (lb/size) 6=260/McWaniral,3=31/Mechanieal,4=17/Mechanical Max Horz 6=408(LC12) Max Uplift 6�381(LC 10). 3=31(LC 1), 4=827(LC 12) Max Grav 6=477(LC 12), 3=95(LC 12), 4=560(LC 10) FORCES. gb) - Max. CompJMax. Ten. -All forms 250(M) orless exceptwhen shown. TOP CHORD 2-6=905/694 BOTCHORD 5-6=333/266 WEBS 2-5=951/1189 _ NOTES- ' 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf, h=15/t; 13=6011; L=57ft; eave=7ft; Cal II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and night exposed; end vertical left exposed;C-C for members and forces 8. M WFRS for reactions shown; Lumber DOL-1.60 plate gap DOL=1.60 . 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. tru as has been gned for a live load of 20.Opsf the bottom chord In all areas where a reaen gle 3-6-0 tall by 2-11-0 wide 1 JJ F O ' iis lh truss ord d any oboes members.n 4) Refefit r teen the bottom bearing 31 ,`,N%%�N? �.,v�CENs 5)Providemechanicalconnection(by others) of truss to plate capable ofwithstanding 381 An uplift atjoinl 6, lbupliftatjolnt i 3 and 827 Ib uplift at)olnt 4. No '58126 _ i PMIp J. OWegan PE No58126 Mrrek USA, JOG FLCert 6834 6904 PaiFe Fast Blvd. Tampa FL 33610 Date: April 8,2019" A lwuMnN0• vent' deep pmemehremdR NBTE39n7xraa iN"lmEDm KMMnNCEPAQE n74?Sm lavmoreemoRe ME.. Design mHd for me only won MTeWconnected. This design i[based only upon parameters shovit, and Is for an individual bolding canoneaL not a Was syetem. Before use the W ldhq deognermusl redly the applicabiAy ofdeslgn paameters and pmpedy Incorp rromV Ls design Into me owm0 b rdingdeslgn. Bmcug Indicated b to pnwent WWng of lndWUSI Wsaweb enNor choN rremben only. Motional temporary and Wmunent trading K4ftk7 s always required forstabTry and to Parent co0epse wM possible personal in)wy aM prepeM damage. Forgenerel guidance regarding the fabdeallen,5torage. deliveyeidlon and tRLNgartrumes Md Wse S/ele,oaW ANSarolr coast, CNreda. DSM9 and B"I Building Component 69U Peke Ead BIM. "-Sareylnronnaf/on .11.1 le no. Trans Plato Initiate, 218 N. Lee Simet S0e 312. Noxxo d.. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply RJM I ALLIH(PINEWDOD 4 MOD.) T16720025 507277 EJ3 JACK -OPEN 1 7 Job Reference (optional) Tibbetts Lumber Company, . Palm Bay, FL-32905, 8.240 s Dec 6 2018 MTek B.00 12 3 3x4 i 2 1 ADEQUATE &L SUPPORT REQUIRED 6 ad II 5 4 3xB\\ LOADING.(psf) SPACING- CS'_ DEFL. in (toe) Vde8 L/d TCLL 20.0 Plate Grip DOL %0 1.25 TC 0.68 Vert(LL) -0.00 5 >999 240 . TCDL 7.0 Lumber DOL 1.25 BC 0.75. Vert(CT) -0.00 5-6 >999 180 . BOLL 0.0 Rep Stress lna YES WB 0.10 Harz(CT) -0.01 3 n/a We BCDL 10.0 Code FBC2017/rP12014 Matrix -MP LUMBER. BRACING. Mir1.g_TBiY4JE Scala=124.8 PLATES GRIP MT20 2441190 Weight 19lb FT-20% TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied orl-10-B oc purl s, BOTCHORD 2x4SPNo.2' exceptendvertirals. WEBS 2x4 SP'No.2 'BOTCHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) : 6=260/Mechanicel, 3=31/Mechanlcal, 4=17/Mechanlml Max Hoe 6=309(LC 12) Max Uplift 6=130(LC 8), 3=31(1_C 1), 4=409(LC 12) Max Grav 6=260(LC 1).3=95(LC 12), 4=248(LC 10) .FORCES. (lb) -Max. COmpJMa%.Ten. -All forces 250(lb) or less except when shown. TOPCHORD 2-6=281/235 BOTCHORD 5.6=251/190 WEBS. 2-5=437/576 NOTES- 1) Wind ASCE 7-10; Vult-170mph (3-second gust) Vasd=132mph; TCDL=4.2pst, BCDL=6.Opsf; h=1511; B=6011; L=57ft; eave=7ft; Cat. II; Exp C; End., GCpl=0.18; MWFRS (directions]) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left exposed;C-C far members and forces & M WFRS 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 nonconcumenlwith 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 rectum gle 3-6-0 tall by 2-041 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 1301b uplift at joint 6, 31 Ib uplift at joint 3 and 4091la uplift aljoint 4. NO :58126 F .:�tu Z. Philip J; O'Regag PE Np:58126 NITNUS0.1dc. FLCeRB634 6904 Pafke cast Blgd. Tampa FL33810 Dale: April 8,2019 ®w4Ppuo- asydeelgnPpremeren mdRiW NOTES oNTNISANDINCLrrDEDeD1FxREFEB£NCEPADE4 703. IW=O15 BEFDNE use Design vale truss onrywO Mmek®cennedors. This design Is hosed onry upon parameters shown, and b foran individual bolding wn,onen4 not a Mass system. Before use, Me bugdiag deslgnermust W*Mo oppkabilby ofbeugn parameters and deed, ace,orate his design Imo me overeA buid'vigdesgn.&arLp lMiraletl ivb prevent bucking of LdWBuel MassweD enNorchom memban onry. AdcUbnaltemparery and pemanentbiaca, MiTek' Is aheap mduMal for stability and to pmenf Wraps wNi ecsvTle personal Mjuryantl gopedy damage. Forgenerai guldance regandrM the fabtldeBon, storepa, tlefpry. eretlbn and bmWgof Masses antl wsasptems,see ANSBIPIIOeINy Ctl da,DSB49andBWIBonding Componerd 8904 Parke Eusst OM. Salerylafammaded evalable gom Tons Plate lnsNute,218 N. Lee street, Sure 312. Nexundda. VA V314. Tampa, FL 36610 Job Truss Truss Type Oty Ply RJM/ALLIH(PINEVAOD4MOD.) T76720026 507277 EJ5 JACK -OPEN 3 1 Job Reference (notional) Tibbetts Lumber Company. . Pah Bey, FL-32905, 8.240 s Oee 6 2018 MITek Industries, Inc Mon Apr 8 05:56:422019 Pagel I0:0Bbyw7VzJWKs0OYJ1 iZM9UzX2halL7ldliaCUh 7CS59)(da%nlC%NB7Ns3e7v7gdBZSl J 5-0-0 54N1 Basis -1:19.5 Plate Offsets (X;Y)-- [2:0-1-00-0-2] .LOADING (psf) SPACING. 2-0-0 CSL DEFL. in poc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip. DOL 1.25 TC 0.59 Vert(-L) -0.02 4-7 ,999 360 MT20 2441190 TCDL 7.0 .Lumber DOL 1.25 BC 0.28 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 'Rep Stress Ina YES WB O.OD Horz(CT) -0.00 3 n1a n1a BCDL 10.0 Code FBC2017/rP12014 Mahix-MP Wind(LL) 0.04 4.7 >999 240 Weight 191b FT=20% LUMBER. TOPCHORD 2x4SPNo.2 BOTCHORD 2x4SPNo.2 REACTIONS. gb/size) 3=107/Mechaniwl, 2=31OM-8-0, 4=52/Mechaniwl Max Holz 2=245(LC 12) Max Uplift 3=112(LC 12), 2=280(LC 12) Max Gray 3=139(LC 17). 2=337(LC 17), 4=86(LC 3) FORCES. Db) - Mar. CompJMax.Ten. - All forces 250(Ib) or less except when shown. GRACING. TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0Go brad ng. NOTES- 1) 4Mnd: ASCE 7-10; Vult-170mph (3-second gust) Vasd=132mph; TCDL=4.2psf. BCD L-6.Opsf; h=15ft; B=6Dft; L=5711; eave=7ft; CaL II; Eep C; End., GCpi=0.18; M WFRS (directional) and"Extedor(2) -2-0-13 to 3-7-10, Interior(l) 3-7-10 to 4-11-4zone; cantilever left and right exposed ;C-C for members and forces B M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 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 2.0.0 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 buss to bearing plate capable of withstanding 112 He uplift at joint 3 and 2801b uplift at joint 2. J`%%\��p . O RFC J�Q� .��GENsF•gy% No ;581,26 -53 O N111 1. 11 Ea `%` Ph81p J. OTie9an ?E N o:58126 MIT& USA, Inc..R Cer18634 6904 Parle Past Blvd. Tampa FL33610 Date: April 8,2019 ®WARNlNO-Vellydesign; parametan and READ NOM ON 170SAND INCLU 11)hil EK REFERENCE PAGE MR7V3 rev. 1=2/2015 BEFORE USE • Design valid for use only wM MireM connectors. This design is based Only upon pamnreters shown, and b for an Individual budding annFonent not a truss system. Babreuse, Me totaling designer most verif, Me apptiwbtiry of design parameters and pmpeM lnmrymab one design into the overan ■■iiYW� 'bordi4design. Betting iadicated is to prevanl tootling of lndWual Mass web andfor MON mandate only. Adddlonal lampomry and Maaneat bracing Me[( Is aWe,ra,ulind forstabPry and to prevent collusewM possible personal Njury and propeM damage. FOr9eneml,dancergaNvgthe fabrication,storage, delivery; erection and bmoing oflrusses and buss systems. see ANSITan Quafty tatters, DSB49 and BCSI BWIding Cwnponeal 6904 PeM1e East Bad. Sahfy information aveilaNe from Truss Plas Instbate. 218 N. Lee Street, Suea 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply RJM I ALLIH(PINEWJOD 4 MOD.) 507277 EJ5A GABLE 1 a� 7T�71 L Job Reference fmlinnall moans Lumber company, Pam bay, FL-atW , 8.240 a Dec 6 2018 MTek Industries, Inc Tue Apr 910.04:532019 3x4 = 16 4 10 5 Scale =1:16.5 Plate Offsets(x.Y).- 12:0-2-5,Ednel I3:0-D-120-2-14114:0-2-00-241 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.29 'VerhU-) -0.01 14 >999 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 14 >999 240 BOLL 0.0 ' Rep Stress Ina YES WB 0.00 Hoa(CT) 0.00 2 n1a r1a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Wnd(LL) 0.02 14 >999 240 Weight: 41 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOTCHORD REACTIONS. Qb/size) 2=339A0 8-0, 5=163/Mechanlral Max Harz 2=231(LC 12) .Max Uplift 2=305(1C 12), 5=90(LC 12) Max Gmv 2=368(LC 17), 5=182(LC 17) FORCES. Qb)- Max. CompJMax. Ten. - All forces 250 Ob) or less except when shown. TOP CHORD 34=-3051325, 410=-3121360 Structural wood sheathing directly applied or 6-0-0 oc pudins, except 2-M oc pudins (6-0-0 max.): 4-5. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) 2-ply truss to be connected together as follows: Top chords connected with 1 Od (0.131"x3) nails as follows: 2x4 -1 row at 0.9.0 oc. Bottom chords connected with 1 Od (0.131"x3' nails as follows: 2x4-1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except 8noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6Dpd,, h=15fl; B=60ft; L=57ft; eave=7ft; Cal. II: Exp C;. End., GCpi=0.18; M WFRS (directional) and C-C Exterior(2)-2-0-13 to 3-7-10, Interior(1) 3-7-10 to 4-0-13. Extedor(2) 4-0-13 to 5-0-0 zone; cantilever left and right exposed ;C-C for members and forces 8 M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Truss designedforwind loads in the plane of the Was only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSNTPI 1. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) Gable studs spaced at 2-0-0 oa 9) This truss has been designed for a 10.0 psf bottom chord live load noncanct rentwith any other live loads. 10) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a recien gle 34-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Refer to girder(s) for truss to truss connections. 12) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 5 except 0t=lb) 2=305. 14) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. J��pMPs^A I q� "Jr" No 39380 _-O jCC Thomas A: Alban] PE NoE9380. mriek us& Ina FL cart 6639 6904 Pedro Eist Blvd. Tampa FL 33610 Date: April 9,2019 ®wARNINO-Verlydealprlperameam mdREADHD7 ON 1NrSANDINCLUGm WlEx REFERENCE PAGEMIAIAdrev, 1=22015 BEFORE WE • Oni, valid for use onlywM tNTei® aannebors. Thb dnsipn is based only upon pammelers Shawn, and b for an IndMdual bulding comonent, not a truss system. Before use, Me building designer must vartn th t appUkabaty ofdesgn parameters and cmedy inaomomte Mis design Into Me avemm ■ wudingde0,lr.e cbgimmWmtoMre MWWnpofmdWualw mbandroraommmemany.Addannelmmaaryalwpemianentbreana MiTek' Isalnayareuh NrsMbmyaMtop MwDapsewM,possibbpersonal MluryaMMMp damage. ForgenerelgukanceregaNInq Ma fab,irAllon, itonge, delivery, ereWon eM geeing al WssesaM Was syslem.eee ANSIRP11 Owrty cdfeda, DS"9 and 11=1 Bulleln9 component 6904 Parke Easl6lw, Safeylnfundman evelleble M1om Truss Plate InzII1Na, 21a N. Lee Street, Suae 012,AIexaMria, VA 2201 <. Tama, FL afi610 Job Truss Truss Type Qty, Ply RJM/ALUH(PINEWOOD4MOD.) T7672002T 507277 EJ5E JACK -OPEN 3 1 Jab Reference foxtionaD Tibbetts Lumber Company; Palm Bay, FL-32905, u 8.240 s Dec 6 2018 MITek Industries, Inc. Man Apr 8 05.561422018 Page 1 Scale =1:19.5 LOADING (ps6 SPACING- 2.0-0 CS]. OEFL. in hoc) Well Ud PLATES GRIP TCLL 20.0 : Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.13 4-7 >487 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hoa(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 19 lb FT=20% LUMBER. BRACING. TOP CHORD 2x4 SP No.2- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puddle. BOTCHORD 2x4SPNo.2 BOTCHORD Rigid ceiling directly applied or 10-0-O oebyacing. REACTIONS. (lb/size) 3=107/Mechanical,2=318/0.8-0,4=52/MerhanimI Max Hare 2=245(LC 12) Max Uplift 3=129(LC 12), 2=388(LC 12), 4=-79(LC 9) Max Gmv 3=126(LC 17), 2=318(LC 1).4=86(LC 3) FORCES. fib) -Max. CompJMax.Ten.- Allforces 2500b) or less exceptwhen shown. NOTES. 1) Wind: ASCE 7-10; Vultal7dmph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15fh B=60ft; L=57ft; eave=7ft; Cat ll; Exp C; End.; GCpi=0.18; MWFRS (directional) and C-C Exlerior(2)-2-0-13 to 3.7-10, Intedor(1) 3-7-10 to4-11-4zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces B MWFRS for reactions shown; Lumber DOL=1.60'plate grip DOL=1.60 - �2) All plates are MT20 plates unless otherwise indicated. 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 far a live load of 20.Opsf on the bottom chord in all areas where a rectan gle 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 ofwithstanding 1291b uplift at joint 3, 388 lb uplift at joint 2 and 7916 uplift atjoinl4. J', No'58196 OF !G V . O R 10 P \_� C>,. Ph111pJ.O'flegan PE O'.5B126 M nbk U8A;1ne.. R- Cart 6634 696E Parke Fast 8Nd.Tempa FL 33610 Date: April 8,2019 AwARMNa - very Ceargrl pone d,tam and RE/1 D Norea ON 7Ms AND INCLUDED WRX REFBRBNCB PABB 61I1470d M. 10,1XL1015 BEFGRE ME. Dosgn wild for use only with MBeare connectors. nb owl n Is based only upon parameters shorn, and is for an Individual taming component not e truss system. Belore use, the bu ding designer must verily Ue appOrabi fty ofdesgn parameters and pmpedy Incorporate Me deagn into the owm0 buioln9desga. BmcingiMicatedistoprawnlbuWngofiMMdualtu webenNor WaNmembemany. Mdftbndlempomq.Mparmsnentl Ce , MiTOW 13 ahww Rqulred forsraory and to prevent collapse wfth possible personal injury and p rsery damage. Forgenemlgudence mgwdng the rabdcaron. slamge, defivery.erecdon and breeing oftmsses aMWsasyoems.see ANSUIP/louagfy Cmeda,DBad9and BCSIENld/ng CwoponeM 6804 Pepe East 6hd. Sereyloloadval awgablefmm Truss Plate lnsthule,0le N. Lee Sueel.Suee3l$Alexerdde,VA22314. Tampa, FL 36610 Job Truss Truss Type pry Ply RJM/ALLIH(PINEWOOD4MOD.) T76720028 507277 EJ6 Jack-Open6 1 Job Reference(optional) wnryanry; renn Deg rL-Draw, o.z9V s uec o zVla col t ex uxuaules, mG coon Mpr a Swle=1.20.5 Plate Offsets (X Y)-- 12:0-1 A,QA2A LOADING (pat) SPACING. 2-0-0 CSt. DEFL. in 0oc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.03 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.07 4.7 >904 240 BCLL 0.0 'Rep Suess lncir YES Will 0.00 Horz(CT) -0.00 3 n/a h/a BCDL 10.0 Code FBC2017?P12014. Matrix -MP Wind(LL) 0.06 4-7 >999 240 Weight'2111, FT=20% LUMBER- TOPCHORD' 2x4SPNo.2 BOTCHORD 2x4SPNo.2 _ REACTIONS. (lb/size) 3=118/Mechanica1, 2=331/0-8-0, 4=58/Mechaniwl Max Horz 2=258(LC 12) Max Uplift 3=126(LC 12), 2=282(LC 12) Max Grev 3=153(LC 17), 2=352(LC 17), 4=94(LC 3) FORCES. Oft)- Max. CompJMax. Ten. -All forces 250 (1b) or less except when shown. BRACING - TOP CHORD Structural woad sheathing directly applied or 55-0 oc pudins. BOT.CHORD Rigid ceiling directly applied or 1040-0oc bract ng. NOTES-. 1) Wind: ASCE 7-10: Vult-170mph (3-secand gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.0psf; h=15h; B=60h; L=5711; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; M WFRS (directional) and C-C Extedor(2) -2-0-13 to 3.7-10, Intedor(1)3.7-10 to 544 zone; cantilever left end fight exposed ;C-C for members and forces 8'M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrenl with any other live leads. 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 240 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss W truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1261b uplift at joint and 2821b uplift at joint 2. `,`\\1111111I1111, . j No 58125 '00 , IA Iu 1. Philp J. O'Regan PE No.58126 MITektisq Inc. FLcert 6634 6904 PafkeEast Blvd. TempaFLUII0 Dale: April 8,2019 ®WARNING -venal, npanmeMa end READ MOM ON Issue AND INCLUDED JUM REFERENOEPAGE M703 m. 1N812015 BEFORE USE Desgn valid for use only with M[feLit connectors. This dmga b bases only upon parameters shawa,end Is for an NdMduel burdirg componend, not e WusyMem. Base. use, Ube building desgner must w*MeePPTIMMy Wdesgn parameters and proper inmmorate 0b deletes We Me evera3 buildin9desgn. BmtlnB inOicate0ls to prawMbudJinp Df admtlueltruss web enslor MON members pry. AddlMaxitemporanyaMpemranenibretang MiTek' is eWar required arsuedity arse to preventcollapse wM possible personal tda y"propeMdamage. Fargeneral guNance reganding Ne faMcatlon, atpmBe,delNery.ereNon etq bradnB ofWsses and truss systertG, see ANSUIP11 Qually, enema,OSB-B9 endBCSl Banding Companerd Base Panne East BIM. ' Saafy/nfxtual available ham Truss Plate InstilNe,218 N. Lee $"el,Suu,312,AlexMdda,VA22314. Tampa, FL 3010 Job Truss Truss Type Oty Ply RJM I ALLIH(PINEWOOD 4 MOD.) ' T16720029 507277 EJ6A Jack -Open 1 7 Jab Reference(national) 1 i00ens Lune( company; Pan Bay, FL-32905. 6 7 2x4 It 3x4 = Industries, Ina Mon Apr Safe =l:2a 5 LOADING .(pat SPACING- 2-0-0 CSt. DEFL. in (loc) Vdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.02 8 >999 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.03 6-7 >999 240 . BOLL 0.0 ' Rep Stress Ina YES WB 0.05 Hom(CT) 0.05 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Wnd(LL) 0.04 8 >999 240 Weight 32 lb FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP.No.2 TOPCHORD Structural wood sheathing directly applied or5-5-0oc punins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1040 oc bracing. Except: WEBS 2x4 SP No.2 10-0-0 oc bracing: 7-9 REACTIONS. (Ib/size) 4-94/Mechanical,2=349/0-8-0,5=87/MechaniC I _ Max Hom 2=25B(LC 12) Max Uplift 4=105(LC 12), 2=271(LC 12), 5=4(LC 9) Max Gmv 4=121(LC 17), 2=369(LC 17), 5=115(LC 3) FORCES. (1b)-Max. ComplMax.Ten. - All forces 250(Ib) or less except when shown. TOP CHORD 2-3=306176 BOTCHORD 2-9=318/367 - NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf. h=1 Sit B=60ft; L=57ft; eave=71t; Cat. 11; Ezp C; Encl.; GCpi-OA8; M WFRS (directional) and C-C Exledor(2) -2-0-13 to 3-7-10, Interior(1) 3-7-101oB-0-4 zone; cantilever left and right exposed ;C-C formembers and forces & M WFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3)' This truss has been designed fora 10.0 par bottom chord live load nonconcement with any other live loads. 4) • This truss has been designed for alive 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1051b uplift aljoint 4,271 lb uplift at joint 2 and 4 Ib uplift atjoint 5. 111111111/II NO 58126 9 � S F• p��so R `S�ON Ph1pp J. O'Hegan PE Na.96126 MRek USalne. FL Cert6634 6904 Parke Fast Blvd. Tampa FL W610 Data: April 8,2019 a WARMNO-Vedydesto eveseetwe endRPADNOTES ON 710SANOINCC1ADMIKIRNREFERENCEPAGE, 7Mraw ONL10f6BFFOREIRE �' Deslgnyond for use onlywM MTek®mrenders. This desgn Is eased only a eapannaters shown, and Is foran Individual buikling component not a Incas synem.9ef.re use, the hurtling designermusnverlythe apVOmbif y of design parematers and pmpny inmrpomte this design IMothe.wool buldbmgdesgn. areabg indicated is Wpmwmd buckfa, of NdhMual Wss web an6rorchord Manners.nry. Addricnellempamryandpemmanentdanng WOW V ahvays required arstabIxy and to prevent mlapse wlh passitee Personal Injuryaid properly damage. Forgamml gutlanm regarding the fabrication. storage. delivery, emotion and annual.fWAeS and truss system. see ANSI 11clva4y ptteda, DSBd9 and BCS1 Bu11drng Componerd 69M Parke East Blvd. Safeylnl.mred.n svalaNeham Truss Plain Institute, 218 N. Lee Blinn, sure 312, Alexandria, VA 22914. Tampa, FL 36610 job N Iseype y M I AWN (PIN0004'MOD) TiT]2oeTe J50]2]] Jack,Open 1 1 Job Reference(optional) I,eaeas..nor ca, re,m uay, r. I 3.4 oyw \1 9 8 2x4 '11 3x4 = l 14'.-0 1 5-04 5-5-0 r Rom- -p scale =1:312 Plate Offsets(%Y)-- f5:Edge0-1-0I LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in Qoc) Udell L/d PLATES GRIP TCLL 20.0 ' Plate Grip DOL 1.25 TC 0.59 Vert(L-) -0.02 9 >999 360" MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Ven(CT) -0.03 7-8 >999 240 BOLL 0.0 Rep Stress Ina YES WB 0.05 Horz(CT) 0.05 6 We me BCDL 10.0 Code FBC2017/rP12014 Mavix-MP Wnd(LL) 0.04 9 >999 240 Weight 341b FT=20% LUMBER. TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo2 WEBS 2x4 SP No.2 REACTIONS. (lb/size)5=96/Mechaniwl,2=350/0-8-0,6=88(Mechmiwl Max Harz 2=250(LC 12) Max Uplift 5=103(LC 12), 2=276(LC 12), 6=-4(LC 9) Max Grav 5=122(LC 17), 2=372(LC 17), 6=115(LC 3) FORCES. Qb) - Max. CompJMax.Ten.- Allforces 250 Qb) orless exceptwhen shown. TOP CHORD 2.3=315/101 BOTCHORD 240=322/369 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oebracing. Except: 10-0-0 oc bracing: 8-10 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=i.2psf; BCDL=6.Opsf; h=15ft; 13=6011; L=57R; eave=7R; Cal. II; Exp C; End.. GCpi=0.18; MWFRS (directional) and C-C Fxtedor(2) -2-0-13 to 3.7-10. 1ntenor(1) 3-7-10 to 5-5-0 zone; cantilever left. and right exposed ;C-C form embers and fortes & M WFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed fora 10.0 psf bottom chord live load nonwnwmenlwith any otherlive loads. 4) 'This truss has been designed fare live load of 20.Opsf on the bottom chord in all areaswhere 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 wnneelion (by others) of truss to bearing plate capable of withstanding 103lb uplift at joint 5, 276 lb uplift atjoint 2 and 4lb uplift at joint 6. Date: April 8,2019 Dwanewp•v myaeefpa MileMoorned.o.nMp7eBn N lass,c*upecupepederssh ,andIeP�oeern.raa raw.feevmfsemmre use. DespnvarM foruse gnbw4h MTekmeormetlors.This tlesgn 6 DesM any upon Darameters shown, end w terse Ntlhitluel pultline component, not Nit ahulasystem. aedreuse,the DWdineMwnermustgcffMd .1tl l.,.f.astiraoM, rseMpmpedylncarporsre Ihra tlealen NtotheowreT Euiltli,gmqul. efor bfloatnd is topresent Ducklingof Ntl HaepersssweDugand DoNmendersonly.rgernaltemporerya,MpermanenlD2Wp iTek' 6OMap requhed fors1aD14y and to Pauem WllapaewM possiDie panonel Injuryend AopeMOSm lF fifyerel BottlersreDw4BNe fafetyinnatratton valablefrom Tmss Rate mutute, 21s N. Lee StMeLSufte 31 ANBVA=14. C14eda, OSad9 antl8C81 eufltllnp Lwnponem Tress.ParkeR. ftst aareylnbrmaeon evanaWe from Tmss Plele Insteute, 218 N. Lee Street. euhe 312, Atexantlea, VA 22314. TertPa, FL 36T10 Job Truss Truss Type Cry Ply RJM /ALLIH (PINEWOOD 4 MOD.) T16720031 507277 EJ6C Jack-0pen 1 1 Job Referencefactional) Tibbetts Lumber Company, -Palm Bay, FL-32905, 8.240 s Dec 62018 MITek Industries, Ina Mon Apr 805:56:452019 Pagel ID:00byw7VzlWHsDOYJ1 iZM9lhX2ha-7wgtGMkTUP3ZsgbggfAH9PVna9MaD54ptLKETZSt G -2-0-0 1-6-0 3-0-0 53-D 2-0-0 1 1A-014-0 1 2-5-0 54 = 8 3x4 = 3x4 = 1-&0 3-0-0 - 5n" 1V 1-0-0 1 2-0-0 �-ti2 Scale =1:232 Plate Offsets(X.Y)-- f4:0-3-00-2-07 LOADING (pso SPACING- 2-0-0 CSI. DEFL. In (loc) I/de8 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.01 7.8 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.03 7-8 >999 240 - BCLL 0.0 ' Rep Stress Ina YES WB 0.05 Hom(CT) 0.03 6 Na Na BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Wnd(LL) 0.02 9 >999 240 Weight 37Is FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2.4 SP No.2 WEBS ' 2x4 SP No.2 BOTCHORD REACTIONS. Qbfsize) 2=349/0.8-0, 6=118/14echanical, 5=64MIechanical Max Hom 2=187(LC 12) ' Max Uplift 2=299(1..0 12), 6=26(LC 9), 5=61(LC 8) Max Gtav, 2=369(LC 17), 6=133(LC 3), 5=64(LC 1) FORCES: (Ib)-Max. CompJMax.Ten.-All forces 250(Ib) or less except when shown. TOP CHORD 2-3?268r94 BOTCHORD '2-10=1471256 Structural wood sheathing directly applied ors-5-0 oc purlins, except 2-0-0 oc pudins: 4-5. Rigid ceiling directly applied or 10-0-0 oc bracing.. Except: 10-0-0ac bracing: 8-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=42psf; BCDL=6.Opsh h=15fi; B=60ft; L=57R eave=711; Cat. 11; Exp C(Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; cantilever left and fight exposed ;C-C for members and fames 8 M WFRS 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 oth envies indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load noncencurrent 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 rectan gle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord andany other members. 7) Refer to girder(s) for truss to boss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2991b uplift at joint 2, 26lb uplift at joint 6 and 61 lb uplift at joint 5. . 9) Graphical pur in representation does not depict the size or the orientation of the pudin along the lop and/or bottom chord. %% NOP G E N .—1111#0 No 58Y213 � *: •. It +ONA, ?%%% Philip J. O'Negan PE.No:58126 MM USh Inc: FL Celt 8634 69M Parke East Blvd. Tampa FL mill Date: April 8,2019 Job Truss Teas Type Oly Ply RJM /ALLIN (PINEWDOD4MOD.) T16 20032 507277 E.f7 Jack -Open 25 1 Job Reference tonal Tibbetts Lumber Company; Pen Bay, FL-32905, CJ a 8.240 s Dec 6 2018 MRek Industries, Inc. Mon Apr 8 05:56:452019 P898 1 KsOOYJ1 i7M9LLEX2ha-7wgtGMkTUP3ZsgbglAH9PUIa2FeDp4plLKErzS!_G �I. Scale: 12 -V Plate Offsets (X,Y)- 12:D-2-10 D-1-81 .LOADING (ps9 SPACING. 24-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL . 20:0 Plate Grip DOL 1.25 TC 0.59, Verl(LL) -0.09 4.7 >963 360 MT20 244/190 TCDIL 20 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.20 4-7 >427 240 BCLL 0.0 ' 'Rep Stress Ina YES WB 0.00 Horz(CT) -0.01 3 ma Wo BCOL 10.0 Code FBC2017/rP12014 Matrix -MS Wnd(Ly 0.20 4-7 >425 240 Weight 261b FT=20% LUMBER- BRACING. TOP CHORD: 2x4 SP SS ' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 9-8-4 oc bracing. REACTIONS. fib/size) 3=163/Mechanical,2=385/OA-0,4=77/Mechaniwl . Max Horz 2=306(LC 12) Max Uplift 3=-177(LC 12), 2=-292(LC 12) Max Grsv 3=210(LC 17), 2=409(LC 17), 4=121(LC 3) FORCES. (lb) -Max. CompJMax.Ten.-Allforces 250(Ib) or less except when shown. NOTES. 1) Wlnd: ASCE 7-10; Vul"70mph (3-sewnd gust) Vasd=132mph; TCDL=4.2psY BCDL=6.Opsf; h=15ft; 8=608; L=571I; eave=7ft; Cat. II: Exp C; End., GCpl=0.18: MWFRS (directional) and C-C Exterior(2)-2-0-13 to 3�7=10, Inledor(1) 3-7-10 to 6-11A zone; cantilever left and right exposed ;C-C for members and forces 8 M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith. any other live loads. 4) • This tress has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectan gle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) r truss to tru ss connections. /�'r 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 1771b uplift at Joint 3 and 292lb uplift at \\\\� Q Q! joint 2.- :�a�, E N+ . No '58126 ir NAk- Date: April 8,2019 j&1401JOUNO-VMry tlWpraVa+rneran andRe/IDNOTES ONTo3 ANDINCLWE0 p0IER REFFBENCEPA0Ea0i]?4 m.1NO]11016BFFORE U3E ��• Desgn yard forme onlywiVr MITekd oonnedors. To desgn b based only upon parameters shown, end is loran InuffMcual building component, not a buss system. Before use, the building designer must eery the epplimbiNy of design parameters and properly incoryorete Me design Into Me ore,all burdingdesgn.Brec'uN iMiisted is to prevent buokOng of indNNual Wsswad endler NON mamaers ony. AddlioneltemporeryendpemanentbmGng MiTek' B ahvays required for slabgM andto Meant collapse with possOle personal hrjuryend property damage. For genemlguidanoe Rgading me fabdoo0on.storage, dehon. emMon and brsoing sinuses and loss SYstmm. Us MSIrtPI1 Duality Cdteda, DS"R and Beef Building CompaneN 6904 Parke Eesl 34. ea"Ieffiermadan evailade from Truss Plate lmtaule,218 N.Lee Street. S00312. Alexandria, VA22314. Terms FL 3010 Job Truss Truss Type Oty, Ply RJM/ALLIH(PINEWOOD 4 MOD.) T16720033 507277 EJ7A Jack -Open 3 1 Job Reference lional ., �uwuc wu�uc�u ii,Ma�,Y� �unil ooY. /'�.-ueow, 1 a.LYV a UdG O LV la IVn I CR IIIeUSIIIES, 111C, n'Im1 I1p1 o CV I o 20HS II Scale: 1n-1• Plate Offsets ()(,Y)— (2;0-14,0-D-21 (6:04-0 0-2-8l LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TC 0.59. Ven(LL) -0.05 11 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.10 7-10 >830 240 MT20HS 197/143 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.07 5 n1a We BCDL 10.0 Code FBC2017/rP12014 Matrix -MR Wind(LL) 0.13 11 >623 240 Weight: 3211, FT=20% LUMBER. BRACING- TOPCHORD2x4SPNo.2 - TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pulins. BOTCHORD 2z4SP'No.2 BOTCHORD Rigid ceiling directly applied or10-0-0ocbracing. . REACTIONS. (Ib/size) 4=67/Mechaniml, 2=397/0-8-0, 5=209/MechanimI Max Horz 2=306(LC 12) Max Uplift 4=76(LC 12), 2=284(LC 12), 5=63(LC 12) Max Glen, 4=84(LC 17). 2=422(LC 17), 5=245(LC 17) FORCES. (Ib)-Max, CompJMax.Ten. - All forces 250(I1b) or less except when shown. NOTES. 1) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psF BCDL=6.Opst h=15f ; B=60ft; L=57ft; eave=7ft: Cal II; Exp C; Encl.. GCpi=0.18: M WFRS (directional) and G-C Exterior(2) -2-0-13 to 3.7-10, Intedor(1) 3.7-10 to 6-114 zone; cantilever left and right exposed ;C-C for members and tomes &'M WFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This buss has been designed for a 10.0 pat bottom chord live load nunconcoment 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 rectan gle 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) oftruss to basing plate capable ofwithstanding 761b uplift atjoint 4, 284 th uplift atjoint 2 and 63 lb uplift aljoinl5. 11 lot III# XX NO'58128 �0�. � . P • kiC �� 1S •: O R 1 �: G��O Phnlp J. O'ReOan PE.U0.SB726 MIIEk USklna Fl. Cert 6634 6904 PafRe Past Blvd. Tampa R. 33610 Data: April 8,2019 AwARMNO•Vseonlnlgn Miek3annendBEAp NOrB9ls rise onlyupnpareaaters shB ,sdNCBPAGBM4dualbu egme14BBPnot I15E a tnas valid for use addend use. t Mddding d signer IDB 4etlyt a based eR upon panatela shown; end , laren Imaerate tbudesi annPanenl, not acoindeugn-Bmuee,then WWdespneWW cffymeeppriwSS of orpoM=tenrutspmceMbraRatereuisdesgnrumanewernn IS ab naggiaBrednaNdlran46towMwbaWLgoIUgNNua monalineraddp ,pmem5meony.rgereeneltemporaryaningth. ntbreWB He! Is sicatSWar mquhed , dew y, and la padd ar collapse wM poand tr personal inter end pnpenySlInlaearners. Quality Canada, D a= 89 adng the . febticetbn, stara6e, delNeatas Sa Truss bncineolVuuea and Lee SSyst,Sure a ANSVA=314ally Cdtetla, BSB-09 entlBCSI BWItlInp Componem Tanned, 3East 6010 d. aefelylnPormaaw eveAa0le, ham Truss Plate lnshlura, 218 N.Lee street, abee all, Nenndde, VA 22316. Telrya. FL aB81a D N4 N44 ype RJM /ALLIH (PINEWOOD 4'MWJ 1672OD34 507277 EJiB9 P JaG-open 1 1 Job Refermw (aofiow0 TWOOM wmderce, Perm Bay.. FL 2-e-0 3-1A s-ea 7-0-0 2A-0 5-91 2b11 - 13-13 3 R t Scale:12 -V Plate Offsets (%,Y)-- 12:E6ge,0-041. 17:Edge.0-1-21 LOADING (ps0 SPACING. 2-0-0 CSI. DEFL. in floc) I/dell Vd PLATES GRIP 'TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 VedfLL) -0.04 9.10 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.34. Vert(CT) -0.08 9-10 >999 240 BCLL ''0.0 ' Rep Stress Ina YES WB 0.10 HoR(CT) -0.06 7 n/a n/a BCDL .10.0 CodeFBC2017ffP12014 Matrix -MS Wnd(Ly 0.11 9-10 >783 240 Weight 37 lb FT=20% LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied ore-0-0 oc pur ins. BOTCHORD 2x4SPNo.2 BOTCHORD Rigid ceiling directly applied or 6-0.0 oc bracing. WEBS ' 20 SP Np2: REACTIONS. (lb/size) 6=148/Mechaniwl, 2=386/0-8-0, 7=93/Mechaniwl - Max Horz 2=306(LC 12) Max Uplift 6=110(LC 12), 2=292(LC 12), 7=49(LC 12) Max Gmv 6=183(LC 17), 2=410(LC 17), 7=112(LC 17) FORCES. 0b) - Max. ComPJMax. Ten. -All forces 250 (lb) or less exceplwhen shown. TOPCHORD . 2-3=408/288,34=4501360 BOTCHORD 2-11=558/483,10-11=531/498, 9-10=506/428 WEBS 4-10=242/307,4-9=487/570 NOTES. 1) Wind: ASCE 7-10; Vut1=170mph (3-second gust) Vasd=132mph;TCDL=4.2psf, BCDL=6.Ops(; h=15ft; B=60ft; L=57ft; eave=7ft; Cat. 11; Exp C; End., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-13 to 3-7-10, Interior(1) 3-7-10 to 6-114 zone; cantilever left and right exposed SC-C for members and forces B M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates am MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonwncumentwith any other live loads. '4) • This truss has been designed for live load 20.Opsf the bottom in all 3-6-0 tall by 2-D-0 \Q RF Iy a of on chard areas where a rectangle wide will fit between the bottom chord and an other members. \\ G92; r 5) Refer tagirder(s) for to truss Q�Xr'�:pE'NS F' truss connections. ♦ .'' V . 6) Provide mechanics] connection (by others) of truss to bearing plate capable ofwithstanding 1101b uplift atjoint 6,2921b uplift atjoint j No :58t26 2 and 491D uplift atjoint 7. - � OF P, O :R 1 �: G��J p�ss�ONAL Philip J. O'Ragan PE No:58126 Mffek LISk Inc FL Cent 6904 Parke Fist Blvd..Tempa FL 33610 Date: - Apri18,2019 ®WARIOND-VWIy Omlpnpanmaren andMULD NOTES ONTIOSANDINCLODIDMITIBK EFERENCEPAOEh 7473m. feD]ROfBBEFOFE USE Desl90 valid for use only wile MTelsoconneatom.lhis design is based only upon parameters shown, and is for an InaMdual buildfrp cm�Onenl, not • e Use SyMem. Before use, Me building designer must wrlty Me appOraDii y of aeslgo parameters and properly lncorponste Vats desgn Into Me overall bundingdesign. aNwg mmrated Blp vrevem curxung ormdrvaa.IlNssweb anNmmaN mermen ony. Addnwnelrempamryenacemunentbrewg WGIC . Is rioaysrsaubedforsllwq, endto and eng of systOInjuryerN pmpdMdSm l F lily CWguidanceregarding Ne faDllWpOn, Slarage. da NCly.eRCgOn end D2Cng of W99e99adtN999y910r1e,gee ANSI/fAf Ouany Crneda,WB-0B ontl BC51 BWltlInBComponeM 6904 Padre East BM. Sareym"aeoo awbble from Truss Plate brstfute,218 N.Lee SOael, auto 312,AleuMda, VA32314. TenWe,R 36810 Job Truss Truss Type Oty Ply RJM/ ALLIH(PINEWDOD 4 MOD.) T76720035 507277 EJ7C Jack -Open 5 1 Job Reference [ions TiDbelts Lumber Company, Palm Bay, FL-32905. - 8.240 a Dec 5201 a MiTek Industries, Ina Mon Apr B DS.b5A7201 a Page'1 ID:DBbywTVzVWzOOYJ1 iZM9UzMa-3loeh2lj01 JH6 [3y4DIEgals0n]26zNHArRiLzSLE. -2-0-0 2A-0 34t-0 2-0-0. 2b-0 1-01 Scale: 1?=1' h �An No I aar . Plate Offsets MY)- - (2'D-04 0-0-01 .LOADING (psf) SPACING. 2-0-0 CSI. DEFL in (too)- Vdefl Ud PLATES GRIP . TCLL 20.0 .. Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.10 7 >864 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.18 7 -460 240 BCLL. 0.0 'Rep. Stress law YES WE 0.09 Hom(CT) -0.07 6 Na We BCDL 10.0 Code FBC20177rP12014 Matrix -MS Wnd(LL) 0.25 7 >327 240 Weight: 311b FT m20% LUMBER - BRACING. TOPCHORD: 2x4 SP No.2' TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or7-1-11 oc bracing. - '.WEBS - - 2z4 SP No2 REACTIONS. 'Qb/size) 5=161/Mechanica1,2=385/0-8-0,6=80/Mechaniml " Max Horz 2=306(LC 12) Max Uplift 5=145(LC 12), 2=292(LC 12), 6=15(LC 12) Max Gram 5=203(LC 17), 2=409(LC 17). 6=96(LC 3) FORCES. (ib)-Max. CorhpiMax.Ten. - All forces 250 gb) or less except when shown. TOPCHORD 2-3=-383/245 BOTCHORD 2-8=528/471, 7-8=498/481 WEBS 3-7=420/488, 4.7=2051305 NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opst. h=15ft; B=60ft; L=57ft; eave=711; CaL It; Exp Ci End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-13 to 3-9-12, Interior(1) 3-9-12 to 6.11-4 zone; can8lever left and right exposed ;C-C for members an tomes 8 M WFRS for reactions shown;. Lumber DOL=1.60 plate grip DOL=1.60 plates; otherwise indicated. 3) This truss ha beendesigned for a .0pat botlmchord live load noncencurtenl with any other live loads. 4)•This truss has been designed for live load 20.0psf the bottom in 3-6-0 tall by 2-0-0wide p Jet R100 � .j a of on chord all areas where a rectan Big will fit between the bottom chard and any other members. ��N.FG1 E NS� �i to ,�� .G :I, •• '! trussQ�,•V 5) Refer to girder(s) for truss truss connections. 6) Provide mechanical connection (by others) oftruss to bearing platecapabie ofwithstanding 145 lb uplift anoint 5, 2921b uplift at % ' NO irJ81.28 Joint 2 and 151b uplift atJdint 6. �:* j.C: PMIIp J.B'8egen PE Na.58126 MITek 11%Inc. FL Celt Bes4 6904 Perlin Ent Blvd. Tempi R. 33610 Bate: April 8,2019 Se6not aEAf6II1] rev.ng DEOX9IEKREl, paanerenanOaEPDNdeESONTla54Nly ®wARMNd-Vse upon component. for anlndwtlualbuMma mmpone ont, ith andifor omp vetiaror uaeandesign based only uponpammetenters .NMRek®mnal,nor Wt musniot and property overall a"as use. lan parametersandpmpeMnnalteeNlsdealenlntooeavera0 a4uss,deseg.Beroreginal bu to prevenermusiwhrylheappf -Tel( awwbatelier pommembrage. AddNonel tem(wrery ens penimnen102Wa Is odineaes9nl BreGnalnUlmnOo Ironed MI oubuGi won onable eroswenuryand erel re9and B me - Is required forslab�9ly and to pn:wart maapse wXX possble personal Injury and property Oama9e. and ualty DSB redbnans elate Aia,VA22314. Crxeda, DaBda end BCSYBullding CompaneM 6904 Lee Smetems.see 'Seraly/nrormadon eveaaWe from Tuns Pieta lneNule, 21BN.Lee SVeeL auXe M2, Alaxandda, VA22a16. sdfhylon,itoreBe,doaries laidite.21 F-366IBIM. Tempe, FL 3aaf0 Train. Job Truss Truss Type Oty Ply RJM/ALLIH(PINEWDOD4MOD.) T76720036 507277 EJ70 Jack-Operl 1 7 Job Reference Serial Lbefts Lumber Company, i Palm Bay, FL- 32905, 8.240 s Dec 5 2018 MTek Industries, Inc, Mon Apr 8 05:56:482019 Page 1 ID:OBbyw7VzIWKs00YJ1iZM9UzX2ha-XVMOuOmLnKR8j7JFVVok n27B0o61nZwXVga_gmSt_D -2-0-0 2J3l1 34-0 7-0-0 2-0-0 I 2-0-0 0A-0 3A-0 r Scale: 1Q =1' 2A1OA-0 3A-0 � Plate Offsets ((;Y)-- (2:0-0-4,0-D-01 .LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Qoc)/dell Ud PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TC 0.78 Vert(LL) -0.10 7 -833 36D MT20 2441190 TCDL 7.0 .Lumber DOL 1.25 BC 0.58 Vert(CT) -0.19 7 >443 240 BCLL: 0.0 'Rep. Stress Ina YES WB 0.10 Horz(CT) -0.05 6 WE WE BCDL" , 10.0 Code FBC2017frP12014 Matrix -MS Wind(LL) 0.27 7 >313 240 Weight. 301b FT=20% LUMBER - TOP CHORD 2x4 SO No.2 BOTCHORD 2x4SPNo.2 WEBS 20 SP No.2 REACTIONS. (M/size) 5=160/Mechaniral, 2=385/0.8-0, 6=80/Mechanipl' Max Hom 2-306(LC 12) Max Uplift 5=148(LC 12), 2=292(LC 12), 6=-12(LC 12) Max Grad, 5=202(LC 17). 2=409(LC 17). 6=100(LC 3) FORCES. (lb) - Max. Comp7Max. Ten. -All forces 250 fib) or less except when shown. TOPCHORD 2J=372/228 BOT CHORD 2-0=508/459, 7-8=-370/389 WEBS 4-7=271/387,3-7=-513/594 BRACING - TOP CHORD Strudurel wood sheathing strategy applied or 64A0 as puffins. -BOT CHORD Rigid ceiling directly applied or 8-0-15 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=6011;. L=57ft; eave=7ft; Cat. II; Exp C( Encl., GCpi=0.18; M WFRS (directional) and C-C Exterior(2)-2-0-13 to 3.5-12, Interior(1) 3.5-12 to 6-11-4 zone; cantilever left and night exposed ;C-C for members and forces 8 M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 Pat bottom chord live load noneoncumentwith any other live loads. 4) *This truss has been designed fora live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Wit 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 14B Is uplift at joint 5, 2921b uplift at joint 2 and 12 Is uplift at j oint 6. No 58126 #t :* t ��i�tC •:OR�Or•'�j�20 Al PKMPJ. TRepri PE No:58126 M(rek11S0.1na R. Cert6834 6904 Part Fast Blvd, Tampa R. 33610 Data: April 8,2019 AlkwNiMNG-VWTydulplpwmmhn=ndRPAD NOTES ON 7MSANDINaWEDNITEIr REFERENCE PAGE 111O7473 w. idpL3p1S BEFORE USE. pest, vasd truss onywith MTeMomnedom. The design is based only upon parameters shown, and is for an Individual bustling component, not e buss systen Before use, Me Cusding destnermuet verity Me appscaMd, of dcstn parameter add prepery brcmporale NB design into Me events "busd'm0destn. BmWg aerated is to prevent buOLng ofirdwiellmss web and/or choral members any. Addieanaltemporeryandpermanentbrming MiTek' e, always required for stability and to prevent compse wM possible personal Injury and pmpeM damage. Forgeneral guidance m anoing ere falefemon, storege,desvery, erection and omens oftrusses and truss systems. see ANSUIP/I Quality bderra, DSB49 amfBCS1 Sudefn9 Compwent 604 Peke East Blvd. Saho,hubmatim available from Truss Rate lnstute.218 N.Lee Street, Suite 312. Alexandra, VA 223U. Tampa,R 36810 O rusa5 rise ype ly RJM/ALLIH(PINEMOD 4 NOR) 16720037 5p7377 . FJ/E JACK -OPEN 5 1 ' .Job Referenw lion¢ Tibbetts WMbgr Oa, Palm bey; FL ID:OBbyw/7Vzl WKs00YJ1 A 3x6 II 4 5 s-0 17o-0—s--0o� Scale =145.1 Plate Offsets (X Y)-- f2:0.8-1 1;0-0-91(3:0-1-10 04.81 LOADING (psi) SPACING. 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP 'TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(L-) 0.10 8-11 >830 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.91 Ved(CT) -0.03 B-11 >999 240 BCLL0.0 Rep Stress [nor YES WB' 0.04 Hoa(CT) -0.02 7 n/a m/a - BCDL 10.0 .Code FBC2017frP12014 Matrix -MS Weight 37 lb FT=20% LUMBER - TOP CHORD 2x4 SP No2 BOTCHORD 2x4SPNo3•Excepr 2-8: 2x6 SP No.2 WEBS 2x4 SP No2 BRACING. TOP CHORD Structural wood sheathing directly applied orb-0-0 oe pudins. BOTCHORD Rigid ceiling directly applied or4-8-14 oc Imaging. Except: 10-0-0 oc beading: 7-8 REACTIONS. (Ibisize) 2=377/041-0,7=241/Mechanical Max Herz 2=399(LC 12) Max Uplift 2-413(1-C 12), 7=-332(LC 12) FORCES. (Ib)-Max. Comp-tMax.Ten.- Allforces 250 Ili or less except when shown. TOP CHORD 2-16=-066/1418, 3-16=418/1427 BOTCHORD 2-8=1820/440,"- 116/1593 NOTES- 1) Wind; ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; 8=60ft; L=571t; eave=7ft; Cal. II; Exp C; End., G@pi=0.18: M WFRS (directional) and C-C Exledor(2)-2-0-13 to 337-10, Interior(l) 3.7-10 to 7-0-0 zone; Cantilever left and dghl exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconourrenlwith 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 tell 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)Beadng atjoint(s) 2 considers parallel to grain value using ANSIrrPI l angle to grain formula. Building designer should verily Capacity of bearing surface. 7) Provide mechanical connection (by others). o1 truss to beading plate capable of withstanding 413 lb uplift at joint 2 and 3321b uplift at joint 7. No.58126 c' �C 'ONA, ei%% PMip J.O'Regan PENo:58126 MITekUSA. inb.R irt6634 6904 Parks East Blvd. Tampa FL 33610 Data: April 8,2019 4aFFORE M3E gn poem=reremdRFADNOesig ON 7MSANOIMOLOOm 643IXREen. fPgdE6UFrO3 yay.f,, ®WARnd and component,not forweagl wrth This b base4onry upon ena4NBual s coon ace ye.te toWngTeM ��' mparersshown, gapror rifyOsign a goesesign syMefor re desig ar deli awmWl drthedualrrusa exe gM maPoMIncoryoiere thisdesign e Wsssystem Berate use.theed bae5gn nod orn.ntothe a,to revenernigin, only. renellemPomryard Pormanen(bmdn0 Bforsta Mirando toPreventan mgmny MiTek' o ahoinprequir damae.Forgecona topmw14 m0epsewph possibb Porsonal Inlury end pmpeM1y demepe.F.lityeml BU,W a errgys,aboed.deave, 9..dBNe ne CMeda, D3Bd9 andaC51aW1Orng Component, d 4elivery,ereagonen ysremsRe3l ngorOu.21 To Pbre dda,VAANSM/10uallly orgastings. N.LW.S Saraty lnbrmar/on avaAaNe tram Truss Plgte lnsNNe, 310 N. LeeSWel. Sage ]12, Alexanalia, Vq 32314. S ,R 36Son 61BIM. Tampa, FL 3aB10 Job Truss Truss Type Oty Ply RIM/ALLIH(PINENOOD4MOD.) T76720038 507277 EHH JACK -OPEN 1 7 Job Reference(national) Tibbetts Lumber Company; Palm Bay, FL-32905, i 8.240 s Dec 62018 MRek Industries. Inc. Mon Apr 8 05.56:492019 4x4 = 740 ... eo 0412 Scaler la,=1' Plate Mats(X'Y)-- [2:03-1i0-0-9113:0-1-170-2b1 - - - - - - LOADING (pat) SPACING. 2.0-0 CSI. DEFL. in (loc) Wag Ud PLATES GRIP . TOLL 20.0 Plate Grip. DOL 1.25 TC 0.67 Vert(LL) 0.70. 8-11 >829 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.03 8-11 1999 240 BCLL 0.0 'Rep. Stress Ina NO WB 0.06 Horz(CT) -0.02 7 me me . BOOL 10.0 Code FBC2017/rP12014 Matrix -MS Weight 371b FT=20% LUMBER- 'BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 •Except• 2-8:2x6 SP Na.2 BOT CHORD WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 2=383/D-B-0,5=4/Mechanical, 7=240)Mechanical Max Harz 2=371(LC 12) Max Uplift 2-433(LC 12), 5=9(LC 3), 7=-323(LC 12) Max Grey. 2=383(LC 1), 5=19(LC 11). 7=240(LC 1) FORCES. (Ib)-Max. CompJMax.Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 3-10=.483/1493 BOTCHORD 2-8=-1812/454,3.8=355/1352 WEBS 4-7=-115/365 " Structural wood sheathing directly applied or 6-0-0 ac purlins, except 2-0-0 ac pudins: 4-5. Rigid ceiling directly applied or 4-9-5 oc bracing. NOTES- - 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=170mph (3-second gu at) Vasd=132mph: TCDL=4.2psf; BCDL=6.Opsh h=151t; B=60ft; t=5711; eave=7ft; Cat. IP Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Fxtedog2) -2-0-13 to 3-7-10. Interior(l) 3-7-10 to6-0-0, Extedor(2) 6-0-0 to 6-11-4 zone; cantilever left and right exposed ; porch left exposed;G-C for m embers and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) n/a 4) Provide adequate drainage to prevent water pending. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed fora 10.0 pat bottom chord live load nonconwnent 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 rectan gle 3-8-0 tall by 2-0-0 wide . will fit is etween the bottom chord and any other members. 8) Refer to girder(s) for truss to Was connections. 9) Bearing at)oint(s) 2 considem parallel to grin value using ANSI/rP11 angle to grain formula. Building designer should verify capitally of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing Plate capable of withstanding 4331b uplift at joint 2, 9Ib uplift at joint 5 and 3231b uplift at joint 7. 11) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 1111111 It III, Nr ENs*-.1-'y No '58126 PhmpJ. O'flegan PE No:58126 MITek USA her FL Carl BM 6904 Parke East Blvd. Tampa FL 33610 Date: April 8,2019 AwARNINO-Vary W.algr pvramatefe and READ NOTES ON iNISANOINQLUOE04g1EK REFFRENCE PAOEI,w-1QS nor. IMI&OISBEFORE WE Ueagn valid Kruse onlywM Mrek® oonnedo s. This design B based only uponparamelers shown, and 6 bran hdWual building component, net a truss system. Before use, the coWing designer muatverily no apPlimixty oftleagn parameters art prapedy incorporate Ihes design We the pverafl WMaxIdesgn.&eovng iMicatedbb Pevam buckGnp ofuWlJdualWssweb andlor Nab mert0ers only. Aedelonaltemporaryandpermanenibrecing MOW Is alewe racered for stab,Thy and to prevent collapse with possible personal lately and property damage. Forgenerai gukance reOaNmg the rabdCation,storage. dellrery, erection and lemeing oftruases and buss systmhn.see ANSVIPI1Qwliry afteffe, OS"9and 8W1 Sandlot, Marconenl 604 Parke East BIM. Sarerylnftermten avabble Rom Tmw Plate lesson, 213 N. Lee Street, Sub 312,AW tear". VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply RJM/ALUH(PINEWDOD4 MOD.) T16720039 507277 EJ7J Jack -Open t 1 Job Reference Oonal I iooens Lumoer tympany; earth nay, �L-6<W, 1 6.240 S Vec 6 2016 MITek Industries, Inc. a 05:56:602019 Pape 1 ]a Scale:12=1' Plate Offsets (X Y)-- 12:0-0-00-0-0) LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in Qoc) Udell Ud PLATES GRIP TCLL 20D Plate Grip DOL 1.25 TC 0.71 Vert(U-) -0.08 7 >998 360 MT20 244/190 .TOOL 7.0 .LumberDOL 1.25 BC 0.52 Vert(CT) -0.16 7 -530 240 'BCLL ' 0.0 ' 'Rep Stress Ina YES WB 0.11 Hom(CT) -0.04 6 n/a n1a BCDL 10.0 Code FBC2017fEP12014 Matrix -MS Wind(-L) 0.22 7 1378 240 Weight: 31 Is FT=20% LUMBER- BRACING- TOPCHORD 2x4SPNo.2 TOPCHORD Structural wood sheathing directly applied or6-0-0 no pudins. BOTCHORD 2x4SPNa.2 BOTCHORD Rigid ceiling directly applied or 8-5-9 on bracing. .WEBS I 2x4 SP No.2 REACTIONS. (Ib/size) 5=159/Mechanico1, 2=385/0-8-0, 6=81/Nlechanicol Max Hors 2=306(LC 12) Max Uplift 5=142(LC 12), 2=292(LC 12), 6=18(LC 12) Max Gmv 5=201(LC 17), 2=409(LC 1.7), 6=95(LC 3) FORCES. (Ib)'- Max. CompJMax. Ten. - All forces 250 6b) or less except when shown. TOP CHORD 2-3=-339/204 BOTCHORD ' 2-8=-4741412, 7-8=3491336 WEBS 4-7=372/428,3-7=541/636 NOTES. 1) Wnd: ASCE 7-10; Vult=170mph (3-sewnd gust) Vesd=132mph; TCDL=4.2psf: BCDL=6.Opsh, h=158: B=60ft; L=5711; eave=7ft: Cat. 11; Exp C;. End.; GCpi=0d8; MWFRS (directional) and C-C Eateda(2)-2-0-13 to 34-10. Inledor(1) 3-7-10 to 6-114 zone; cantilever left and right exposed ;G-C for members and forces 8 M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 pat bottom chord We load nonconcumenl 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)Refer to girder(s) for truss to truss connections. 6). Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1421b uplift aljoint S. 292 fib uplift at joint 2 and 181b uplift at joint 6. NV No.58126 L G9 O10 /ONA„. %%%- Ph19p J. O'Regan PE NoM26' MIEek U60. Inc. FLCelt 6W 6904 Parke East givd..Tarhpa FL M610 Date: A,il A 9010 Job Truss Truss Type Oly Ply RJM/ALUH(PINEWOOD4 MOD.) T16720040 507277 EJ7K Jack -Open 2 1 Job Reference Bona I Moons Lumber Wmiany, calm bay, rL-.Yew, c. m on MPrawAo:aV mla rtlga'I ID:OBbyx7Vz WKs00VJ1iZM9Uz%2haLtUmJ4oeJyhmRTedCmSsTCZNroseFTPpz835vgzSLB .z-o-b u-o az-o s,a nab ' aao l� 1 4x4 = as. I aza I a,a , N 6 Srale=1:24.9 Plate Offsets (X Y)-- 12:Edge 0.0 41 LOADING (ps0 SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft I-rd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.01 8-9 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.02 8-9 >999 240 BCLL' 0.0 ' Rep Sbess I= YES WB 0.11 Hom(CT) -0.02 6 red n/a BCDL 10.0 Code FBC2017JTPI2014 Malnx-MS Wnd(LL) 0.03 8-9 >999 - 240 Weight 37 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 6=74/Mechanical, 2=385/0-8-0, 7=166/Mechaniwl Max Horz 2=256(LC 12) Max Uplift 6=-48(LC 12), 2=314(LC 12), 7=90(LC 12) Max Grav 6=74(LC 1). 2=409(LC 17), 7=195(LC 17) FORCES. 0b) - Mal. CompJMax. Ten. - All forces 250 (Ib) or less ezceptwhen shown. TOP CHORD 2-3=328/215, 34=499/508 BOTCHORD 2-10=375/371, 9-10=4971491. 8.9=5121422 WEBS 3-10=-27BM95, 4-9=321/380,4-8=497/598 BRACING. TOPCHORD Structural wood sheathing directly applied or 6-0-0 be purms. BOTCHORD Rigid telling directly applied or 7-8-0 oe bracing. NOTES. 1) Unbalanced roof live loads have been win sidered for this design. 2) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd=132mph; TCDL=4.2psf: BCDL=6.Opsf; h=1511; B=6DR; L=57ft; eave=7ft; Cat. II: Exp C: End., GCpl=0.18: MWFRS (directional) and C-C Extedar(2) -2-0-13 to 3.7-10, Inlenor(l) 3-7-10 to 6-1-8. Extedor(2) 6-1-8 to 6-11.4 zone; cantilever left and right exposed ;C-C for members and forces 8 M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 par bottom chord live load nonwnwrrenl 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 3-8-0 tall by 2-D-0 wide will 8l 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 48 Is uplift at joint 6, 314lb uplift at joint 2 and 90 fir uplift at joint 7. .J O `.Q`F -'*,,rEN8F. y No 58126 R,OP Zee '•--�4'910N41,141 Al- E�C?,� 10, Ph01pd. O'Negan PE N"IPI26' Mrrek USA Inc. R. Cart 6834 6904 Parke Fast Blvd. Ti mpa FL 33610 Data: April 8,2019 pMaaraemPIDatmaenledRBApaCbEAO.rE. SA4Nnpty I.p a1pM earig nOeeN anp.Enem9e9ternEKshRmEm£E;ReEnNefor an individualbuilding component, not ruay l,egb omponent,noRt Des�,rwlidftsrua a"4ssystem. future use, the building tlesignermust wary Me ottlesgnmeteaepmpeM rearnsteaildesiinto Me G IA etl .Bmd9lnibW9ofiWeualftemtlrMoNenmnrempomquira nentbnaF nBp9 MiTe�k' ahasuitler mdtopmnMmUapSewNpblmOnalnjryeepmpRyamge. ForgeeralR9dingthe iadcbion,stora9e,selheryerection add handed ofwmes and truss sysems.see ANSUI1OmiifyCgdaWB49wdBCSI8u1tlingCmpen Pride, East aalel tynibrmanm evella5le fiom Truss Rate InsNNo, 21e N. Lee atreat, Sune s12, AlexeneAe, VA22]1d. Trans,TamFL s881010 Job Truss Truss Type Oty, Ply RJM/ALUH(PINEWOOD4MOD.) T76/20041 507277 ERL Jack -Open 1 1 - Job Reference Lionel I IDDmSLumber company, Pawn Bay, rL -uaub, 0 B:L9V a uec b rants mi I ell 4x4 _ 5 B Inc Mon Apr u ue.ba:bi zulu rages Scale =124.9 Plate Oftsels (X:Y)-- 12:0-0-0.0-0-41 LOADING (psi SPACING- 2-0-0 CSI. DEFL. in Doc) I/deft Ud PLATES GRIP TOLL 20;0 Plate Grlp. DOL 1.25 TO 0.59 Veff(LL) -0.01 8.9 >999 360 MT20 2441190 TOOL 7.0 .Lumber DOL 1.25 BC 0.30 Vert(CT) -0.03 8-9 >999 240 BCLL 0.0 ' 'Rep Stress Ina YES WB 0.10 Hom(CT) -0.02 6 No We BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(L-) 0.03 8-9 >999 24D Weight: 371b FT=20% LUMBER. TOPCHORD 2x4SPNo.2 BOT CHORD 2x4 SP No2 WEBS 2x4 SP No2: BRACING- TOPCHORD Structural wood sheathing directly applied or b-0-O oc pudins. BOT CHORD Rigid ceiling directly applied or 7-8-9 oc bracing. REACTIONS. Ob/size) 6=73/Mechanical,2=385N-B-0,7=167/MechanimI Max Ham 2=256(LC 12) Max Uplift 6=17(LC 12), 2=314(LC 12), 7=-91(LC 12) Max Grav 6=73(LC 1). 2=409(LC 17). 7-195(LC 17) FORCES. gb)'-Max. Comp]Max. Ten. -All forces 250(Ib) or less except when shown. TOPCHORD 2-3=329/214,34=488/490 BOT CHORD 2-10=374/371, 0-1 O 198/491, 8-9=504/417 WEBS 3-10=279/397, 4-9=303/370, 4-8=490/587 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vu It=170mph (3-semnIt gust) Vascl=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=60ft; L=57ft; eave=7ft; Cal. -11; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-13 to 3.7-10, Inledor(l) 3-7-10 to 6-1-8. Eutedor(2) 6-1-8 to 6.11-4 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 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconmment with any other live loads. 5) - This truss has bMen 'designed for a live load of 20.0psf on the bottom chord in all areas where a rectsn gle 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 47 lb uplift at joint 6. 3141b uplift at joint 2 and 91 1b uplift at joint 7: No ;58126 �130: 'ST :�411 . p�sS��fVA� ES1��% Philip J. VRevn PE No.58126 MIFek USA, Inc. FL Cer18634 6904 Padre Cast Blvd. Tsmlla FL 33610 Date: April 8,2019 AI,WARMNa- Veftdadrgnpanmehn mrdRFAO NOT Ea ONTWSANOINCIBbEa lfrWKEiBRQEPAOEb 7473.. fW3,2015 BEFORE WE Design slid for use onywM MTek®connectors. This design Is based only upon panme@n shows, and h loran Individual budding confusion.nnot ��• a Imss system. Befum use, Me budding deagnerract verily Me aplaecablrV ofdesgn parameters and Finland, rad onto Me desgn Ottethe oven0 building design. 9nrNg Indicated is M pruwal Incising ofludIddual Wssweb andlorctiond members only. Ad0onel tempon,r out pemnnent damp Wek' UaWe smqul dfarVabiGyandtoptmantmflg eewbhposWep monalinluryaMpmpettydamage. Forgenemlgudan urcdn ng Ble fabrication. storage, delmaq,engbnand bnWg alludes and Wss system. see ANSI/ lQml*Ca do,O "9and BDSIBWIding Component 6904 Parke ad 8W. SaMyln/orriMaon avedable fnm Tmss Plate lnsNNa, 21B N. Lee aveel Sude 112, AIennOtle, VA 22a14. Tatima, FL SH10 job Truss Truss Type Dry ply RJM/ ALLIH(PINEW)OD 4 MOD.) T16735619 507277 EJ7M GABLE 1 2 Job Reference (optional) Company. Palm bay, FL-339D5, 8.240 s Dot 6 2018 MTek Industries, Inc Tue Apr 91 Q04:642019 3.4 = 4 e 5-9-13 7-0-0 4-0-0 L9-13 1-23 I Scale =1:17.8 I Plate Offsets (X,Y)-- 12:0.2-5,Edyel, 13:0-0-12,0-2-141.14:0-2-0,0-2411 LOADING (pat) SPACING. 2-0-0 CSC. DEFL. in hoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.36 Vert(L-) -0.02 11-14 >999 360 MT20 2441190 TCDL 7.0 Lumber-DOL. 1.25 Be 0.15 Ver(CT) -0.0411-14 >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.02 6 nfa Na BCDL 10.0 Code FBC2017ITP12014 Mabix-MP Wind(LL) 0.0611-14 >999 240 Weight 49lb FT=20% LUMBER- BRACING. TOPCHORD 2x4 SP No.2 TOPCHORD BOT CHORD 2x4 SP No.2 BOTCHORD REACTIONS. (Ib/size) 2=402/0-8-0,6=220[Mechanical Max Horz 2=231(LC 12) .Max Uplift 2=-042(LC 12), 6=144(LC 12) Max Grnv 2=434(LC 17), 6=220(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250(Ib) or less exeeplwhen shown. TOPCHORD 3-4=7561940,4-10=724/921 Structural wood sheathing directly applied or 6-0-0 oc pudins, except 2-0-0 oc pudins (6-0-0mm.): 4-6. Rigid ceiling directly applied or 10410 as bred ng. NOTES- 1) 2-plytruss to be connected together as follows: Top chords can neded with IOd (0.131"Y3' nails as follows: 2x4 =1 row at 0.9-0 oc. Bottom chords connected with 1 Od (0.131'x3-) nails as follows: 2x4- 1 row at 0-9-0 Do. 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) Wnd: ASCE 7-10; Vult-170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL-6.Opsh, h=I Sit B=608; L=57ft; eave=711; Cat 11; Exp C; End., GCpi=0.16; M WFRS.(directional) and C-C Extedor(2)-2-0-13 to 3-7-10, Inledor(1) 3-7.10 to 4-0-13, Extedor(2) 4-0-13 to 6-11-4 zone; cantilever leg and right exposed ;C-C for members and forces 8 M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Truss designed furwind loads in the plane of the truss only. For studs exposed to wind (nomlal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIfrPI 1. 6) Provide adequate drainage to prevent water pending. 7) All plates are MT20 plates unless otherwise Indicated. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconwnent with any other live loads. 10) • This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a recta n gle 346-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Refer to girder(s) for truss to truss connections. 12) Bearing at joint(s) 2. Considers parallel to grain Value using ANSlfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except at=lb) 2=342, 6=144. 14) Graphical puflin representation does not depict the size of the orientation of the pudin along he top and/or bottom chord. fee No No 39380 9 : :.k4i The=A Albard PE 140938m MITek USA. Inc. FL Cert 6634 6904 Papa East Blvd. Tdmpa R.33610 Dale: April 9,2019 ®WAl G.VVBydW✓ pars Mope dNFADNOMONrMSANOMCLBBmWIERREF£BENCEPAOEMWgJrev, IMM015BEF'OMWE Design vald for use onlywilh Wei® connections. Tah design h Eased only upon parameters shown.and is foren lndrvNual building concord, not es a Wsz system. Before use, the balding designermusl wiiylhe applicability of dwai parameters and propmy inmryorete this design Ireo the overall Duadingdesgn. award indicated h to prevent Coming of hidividualaua web addhor chaN members ony. AddblonaltemporeryaMpemtoneetbrewg MiTeW h alxeys required for stabiNy and to prewnl wllepse with poss2le personal blue, and properly damage. Forganeral guidance regamm9 the fabdcadon,storage, dellvery,¢radian and brefing ofbusses and Voss spleen, we ANSW Iqually CMeda,WU9endBWIBWIdln9Component S�fetylnmrmatlan awllable Wm Toss Plata Inmate, 218 N. Lee famel. 6ube312. Aleundd8g04 PaAe EastBIM. e, VA22314. 69041a, re Eas Job Trues Truss Type Oy Ply RJM/ALLIH(PINEWOOD4 MOD.) _ T16720042 507277 H1 Hal Hip Girder 1 1 Job Reference bona uooeas Lumber Uempany, ram oay, rL-mom, I ... a Vv. O 2-70-0 550 �-Inn zm 2x4 6 3 than npi ow.ae.acmm Srale=1202 Plate Offsets 0('0-- 12'0<-00-0-41 LOADING (ps9 SPACING- 2-0-0 CSI. DEFL. in Qoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Ven(LL) -0.03 4-7 >999 360 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.28 Vert(CT) -0.06 4-7 >999 240 BCLL 0.0 'Rep Suess Ina NO WE 0.00 HOR(CT) 0.00 2 We rda BCDL 10.0 Code FBC20177rP12014 Matrix -MP VVnd(LL) 0.03 4-7 >999 240 Weight 261Is FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD BOTCHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BOTCHORD REACTIONS. Qb/size) 4=43811dechanical, 2=326M.S.0 Max Hoe 2=253(LC 8) Max Uplift 4=571(LC 8), 2=281(LC 8) .. Max Grav 4=497(LC 25). 2=346(LC 13) FORCES. Qb)- Max. CompJMax Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 34=252/289 Structural wood sheathing directly applied or 5-5-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-sewnd gust) Vasd=132mph; TCDL=4.2ps/; BCD L=6.Opsf; h=15ft; B=60ft; L=57ft; eave=7ft; Cat. "" 11; Exis C;End..GCpi=0.18: MWFRS(directional);can6lever left and right exposed; Lumber DOL=1.60'plate grip DOL=1.6D 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psf bosom 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 recten gle 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 671 Ib uplift at joint 4 and 281 Its uplift at joint 2. ' 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 207 lb down and 297 lb up at 6-2-4 on lop chord, and 1831b down and 3121b up at 5-2-4 on bottom chord. The desigrdselection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of th e 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 (plo Vert`. 1-3=54, 4.5-20 Concentrated Loads (Ib) Vert 3=121(F) 4=14B(F) N 6ENS6 No 58126 Will J. O'Regan PE Nm:68126 MIRK US& Inp.ACart 6834 6904 Parka Fast Blvd. Tampa FL 33610 Date: April8,2019 Job I Truss TrussType Oty Ply RJM/AUUH(PINE4WOD4 MOD.) ' T76720043 507277 H2 Hag Hip G'rder 1 1 Job Reference bone Tibbetts Lumber Company, Palm Bay, FL-32905, 4x4 = 7 2x4 II 8.240 s Dec 6 2016 MTek Industries, 1A-0 55-0 td1-0 I 3.9-0 6raia=1:18.6 bx4 = 3x4 = Plate Offsets (x Y)-- 12:0-0-8Edge114.0-1-40.14119'0-2-40-0-81 LOADING (PSI) SPACING. 2-M CSL DEFL. In Ooc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip. DOL 1.25 TC 0.43 Vert(LL) 0.03 6.7 >999 240 MT20 244/190 , TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.03 6-7 >999 240 BCLL 0.0 Rep Stress Ina NO WB 0.14 Horz(CT) -0.01 6 We We BCDL 10.0 Code FBC20177rP12014 Matrix -MP Weight 391b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc pudins, BOT CHORD 2x4 SP W 2 except end verticals, and 2-0-0 as pur ins: 3-5. 'WEBS 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 ocbmang. Except: - 10-0-0oebmeing:7-9 REACTIONS. (Ib/size) 2=421/0.8-0,6=274/Mechanical Max Ho¢ 2=127(LC 8) . Max Uplift 2=458(LC 8). 6=276(LC 5) Max Gmv 2=427(LC 29), 6=286(LC 18) FORCES. (Ib)-Max. CompJMax.Ten. - All forces 2506b) or less except when shown TOPCHORD 2-3=-438/377, 3-4=433/684,45=-616/574 BOT CHORD '2-9=313/404, 4-9=-253/304 WEBS 3.9=483/445, 5-9=581/624 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=6.Opsf; h=15ft: B=6011; L=57ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent a 111111181 ,J. 4) All plates ace MT20 plates onlss otherwiseindicated. \\\�\p 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurfent with any other live loads. \\.��:• GE.N % 6)•Thia truss has been designed for a live load of20.Opsf on the bottom chord in all areas where a rectan 91e 3-6-0 tall by 2-0-0 wide `\•.vk. S�r will gt between the bottom chord and any other members. 7) Refer to ilrder(s) for truss to was connections. NO '58126 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4581b uplift at joint 2 and 2761b uplift at - joint 6.. 9) Graphical purlin representation does not depict the size or the orientation of the pudin along the lop and/or bottom chord. be load(s)1361b down 144lb 0 10) Hanger(s) or other connection devices) shall provided sufficient to support concentrated and up at He 99lb 1-9-12, 46lb down 99 lb 9 2-0-12, and 136 He down and 144 He up at 4-0-12 on top chord, and 46 down and up at and and OF i 0 up at 4.0-12 on bottom chard. The design/selection of such connection device(s) is the responsibility of others. �� 1 t) In the LOAD CASE(S) section, loads applied to the face of 0i a truss are noted as front (F) or back (B). ;C n o (Q P LOAD CASE(S) Standard 100 V/ �3_ \� 4p40N A� 0 1) Dead - Roof Live (balanced): Lumber Increase=1.25, Plate Increase=t.25 \� Uniform Loads (plo Vert:1-3=54, 3-5=54, 9-10=20. 7-8=-20, 6-7=20 PhIIIpJ. Pjiegan PE 110.58126 Concentrated Loads (Ib) Mlrek USp1nc. FLCert5634 Vert: 9=32(B) 4=53(8) 13=-53(B) 14=-32(B) 6904 Pans Past Blvd. Tail FL 33610 Date: April 8,2019 pereMcnan4RFA0N0reSON VSE apA0a0gF1Q0 coding ®WARWNO•Yse orl won basedont, uplV0E0Mers sh ,and component. pmgnvetitl for use ontywNr MTek®wnnago5.lnV tlesynb Eased anty uponpenmeters sEown, endk Oren N4lNtlYel EuiMNp mmponenu no ■` EF m end only. Adinw altem Lowry and Into ee ntba0 a Wss system. Before use, Ne edON to Noo , aind a epptirressw a and'or pa cal membersmanenlEretlnp Mprewntbucso Ne MiTek' Is aMlgdesiret.aroWginCica[Ma meant fs@waysregmragf, with Ve ooednur,anm odydaers.ForeeneralgemporeManfin Injuryend IxopedyNsMI.ForIhyCMa4DS aeMiopmvenrdng 9.dBNe oltwiNsand truss spiel ANSVAMOualiry CMeda, p5&a9 en4aCSlaWlding Component deleen, bretlngoftrusses end danffab,eredi 6904Padce M. SdeWhaftemm0e, Lee Sunelems,s31 SNeylnbrmaflon evaneEle form Tmss Plate lnsNNa.210 N.Lee Street SUXe312, Namntlde, VA 2231d. Teas Tart@a, FL 3a810 3010 Job. Truss Truss Type Qty Ply RJM I ALLIH (PIN EWOOD 4 MOD.) T76720044 507277 HJ2 Diagonal Hip Grader 2 1 Job Reference foatioratift .rIDoens Lumuerbomparly, calm day, rL-a4VUs. 0.19V s use 0 Zulu mn ex lnausmes, In, Mon Apr duOnti:bazule rage ID:OBbyw7VzJWKs00YJ1iZM9UrX2hauS9vx5gUct3QgvCDILK9U5g5npszSqnGf61M?zSt 8 ..-2-2-15 2E-0 4A-14 2-2-15 1 264 I 2.2-10 Scale=1:173 0 4.844 4A-14 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in Qoc) War Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) .0.08 4.7 >669 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.10 4-7 >586 180 .BOLL 0.0 .Rep Stress Ina NO WB 0.00 Holz(CT) 0.00 2 n/a We -BCDL 10.0 'Code FBC2017fFP12014 Matrix -MP Weight: 19 lb FT=20% LUMBER. BRACING - TOP CHORD 2.4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-8-14 oG puffins. 'SOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-U0 oc bracing. '.REACTIONS: (lb/size) 3=95/Mechanical,2=322/0-8-10,4=40/Mechaniwl Max Horz 2=221(LC 24) Max Uplift 3=93(LC 8),.2=317(LC 8) Max Grev 3=129(LC 28), 2=369(LC 28), 4=104(LC 24) . FORCES. (lb)- Max. Com PJMax. Ten, - All forces 250(lb) of less except when shown. NOTES-... . 1), Wind: ASCE 7-10; Vult-170mph (3-secend gust) Vasd=132mph; TCDL=4.2psF BCDL=6.Opsf; h=15ft; 13=6011;, L=57ft; eave=7ft; Cat. II; Exp C; End:, GCpI=0.1& MWFRS (directional); cantilever left and right 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 trusshas been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectan gle 3-6-0 tall by 2-0-0 wide Will 6l between the bottom chard 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 93 to uplift atjoint 3 and 317 to uplift at 'joint 2. Hanger(s) or other con nection ) all all be providedncentrated load(s) 167 Is down and 81 Is up at 6) � of such coop n ectioand n dewoe(s) s downIs the mnd 14 5P nsibi ty of others281b down and 31b up at23-3,10.on bottom chord. The deesidown and 114 Its gn/selectioat If prL��^ �.. _ 7) In the LOAD CASE(S) loads to the the tress front beck ``�\�\p 6 E N S'• '9 �i� section, applied few of are noted as (F) or (B). ,�� `- ; _ LOAD'CASE(S) Standard N O :$81'26 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(p10 . Vert 1-3=54, 4-5=20 ' Concenualed.Loads (lb) � "0 :' �'�'• ... Vert:10=11(B)11=3(F) '� •• 01' - Wimp J. 091egall PE No.58128 - M(rek USA, Ina FL Geri 8634 6904 Parka East Blvd - Tampa FL33610 Data: - April 8,2019 AWARNOIG-Vafyy GWtyr paeelmtem odd NEAR NOTES ON M AND INCLUDED 11071 REFERENCE PAGE MF7Q3m. f""015 BEFORE ME Design valid foruse onywhh MReAOcennedom. This design b based any upon parameters shown, and b foran indh4dual belong conaonenr, not a buss system:Before use. Me bustingdesl9nermustverythe appHwbeBy af4enm parameters and property Inca dooedeb deunLao Me man butdong desgn. BendkN indicated le to prevent Waxing of NdWual taus web endear anent members any. Additional temporary end pemranent be dng tick• b always required forsMbedy andto preverd coaapsewith posvble personal Mlaq and pmDedydanage. ForgeneudguEancenegeNmgthe fabrication, storage, delivery; erection and bending ofwssas and imse syaxona.sea ANSVIIell Quality CMedo, OSB-09 and JmV Su1fleg Compmeed 6904 Pehe East low. sehry/nyonw0on evaeaple fiom Tm9 Plela InsWule, 218 N. Lee atree4 Guile ]12.Alaxantltle, VA g231e. Tenths. FL 38610 Job - Truss Truss Type Cry Ply RJM IALLIH(PINEWOOD 4 MOD.) T76720045 507277 HJ3 Diagonal Hip Girder 2 1 Job Reference (optional) I Doers cumwr tympany, I.I. Day, rc - Azaw, 1 e.zw s oec o ZU10 mi l eK lnaustnes, ine men it scale =1:17.9 LOADING (par SPACING. 2-0-0 CSI. DEFL. in One) I/deg Ud PLATES GRIP TOLL. 20.0 Plate Grip DOL 1.25 . TC 0.52 Vert(LL) -0.09 4-7 a623 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.41 Verl(CT) -0.11 4-7 >541 180 BCLL 0.0 •' .Rep Stress Ina NO WB 0.00 Horz(CT) 0.00 2 me me SCDL, 10.0 'Code FBC2017TrP12014 Matrix -MP WeighC'191b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD SWchmil wood sheathing directly applied or4l l-O oc puitins. BOTCHORD 2x4SPNo.2 BOTCHORD Rigid ceiling directly applied or10-0-0oe Gracing. REACTIONS. (lb/size) . 3=100/Mechanica1, 2=327/0-8-10, 4=43/Mechanical Max Hum 2=226(LC 8) Max Uplift 3=99(LC 8), 2=318(LC 8) Max Grav 3=135(LC 28), 2=376(LC 28), 4=102(LC 24) FORCES. 6b) - Max. Comp./Max. Ten. - Al forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vul"70mph (3-sewnd gust) Vasd=132mph; TCDL=4.2ps(; BCDL=6.Opsf; h=15ft; B=608; L=57ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grid DOL=1.60 2) This truss has been designed fora 10.0 per bottom chord live load nonwnwmenl with any other live loads. 3) • This truss has been designed for alive 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 99 1b uplift at joint 3 and 3181b uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sutfcier to support concentrated load(s) 167 lb down and 8111, up at 2-2-14. and 1801b down and 116lb up at 3-3-10 on top chord, and 55 It down and 14lb up at 2-2-14, and 281b down and 3 He up at 3-3:10 on bottom chord.. The design/seleagon of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front IF) or back (S). LOADCASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-0=-54, 445=20 Concentrated Loads'Ob) Veit: 10=11IF) 11=3(S) -•nlll ll ll"-- Ph81pJ:O'Regao PE No.58126'' MrM U.%Ina FLOod 6834 6904 Parke Fast Blvd. Tampa FL 33610 Date; April 8,2019 AWARMND-VwW 2eagnpmade omm,dN NOTESONTMSANDINUMED{DTEN6EPERENCEPAOE6 703.la 0156EPOREUSE • Desgn valid earned onlywOh Mrrebr)wastectots.mds desgn la beeed onh upon parematers shown, and b foran lndi l tessera eenOonerl, not abfisgdeem. Befnteuse, Need a Neeypltandsybsaloreha motaners pmpedy0w,pomtelbassrd,unemovema desgnbuoklmg ■�� . satlNyssgn.Bredn94,dirand ist ofir tlmN,rmmbrrage..rgariadiguuarawnndrguats ant btecl,p to dMrvible MiTek• pe ca.1 hJur an lr rawat debusewith personal pmpedys,re0e. poand is axJays m9ubed foretvaq, wrdyCmld a DS9,A9md BNe aa. wend end ordeng of tress end tmaeyst, ANSVAUOua(MCrNeda, DSad9 endeC81 BWldlnp Compmerd esed truss hfisfyifidtomBg sWedneumaonend bate Taraa,k 6610 InidWaa Su 31 Sareylrsmiaflon avdilade (Am Truss Plate InsNNe.218 N. Lee street, Suite a12, Nexebdde, VA 2231x. TenWa, R afi810 Job runs Truss Type Cty Ply RJM/ALUH(PINEWOOD4 MOD.) T76720046 507277 HJS DIAGONAL HIP GIRDER 1 7 Job Reference Lionel ribbens Lumber Company; Palm Bay, FL-32905, LOADING (ps0 SPACING- 2-0-0 CSL TCLL 20.0 Plate Grip DOL 7.25 TC 0.78 TCDL 7.0 Lumber DOL 1.25 BC 0.69 BCLL 0.0 Rep Stress Ina NO WE 0.13 BCDL 10.0 Code FBC2017/TPI2014 MaW.MS LUMBER- TOPCHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No2 REACTIONS. (Ib/size).4=74/Mechanieal,2=34410-10-15.5=123/Mechar l Max, Hoe 2=243(LC 24) Max Uplift 4=105(LC 24), 2=477(LC 8), 5=-56(LC 5) Max Grav 4=92(LC 13), 2=622(LC 28), 5=290(LC 24) FORCES. (ID) -Max. Coal Ten. -All forces 250(Ib) or less except when shown. TOPCHORD 2-3=851/134 BOTCHORD 2-7=148/647,6-7=146/647 WEBS 3-7�47/346, 3-6=735/168 8.240 s Dec 6 2018 Mirek Industries, Inc. Mon Apr B 05:56:55 2019 ID:0Bbyv7VzJ WKs00YJ1 iZM9Ll7MhaprHfMnsk8UK83CMbOmMcZMNBeTWIGY60ns 1 7-0.2 DEFL. in (too) Well L/d PLATES GRIP Vert(LL) -0.09 7-10 >956 240 MT20 244/190 Vert(CT) -0.08 7-10 >999 180 Honr(CT) 0.01 5 n/a n/a Weight 3216 FT=20% BRACING. TOPCHORD Structural wood sheathing directlyapplied or 5-1.9 oe purlins BOTCHORD Rigid ceiling directly applied or 10.0-0 cc bmtl ng. NOTES- 1) Wind: ASCE 7-10; Vult=770mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=60ft; L=57ft; eave=7ft; CaL II; Exia C; EnG„ GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonammnent 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 gfrder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1051E uplift atioint 4, 4771E uplift at joint 2 and '56Its uplift atioint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1601E dawn. and 1061E up at 14-15, 160lb down and 1061E up at 14-15, and 125 lb down and 81 Its up at 4-2-15, and 1251E down and 81 Is up at 42-15 on top chord, and 111 lb dawn and 7910 up at 1-4-15. 1111E coven and 791E up at 1-4-15, and 36 lb down and 31b up at 42-15. and 361E down and 3Is up at 42-15 on bottom chord. The design/selection of such connection devico(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOADCASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=125 Uniform Loads (pl0 Vert: 1-4=54:5-8=-20 Concentrated Loads (Ib)'_ Vert: 7=6(F=3, B=3) 11=51(F=25, B=25) 12=72(F=36, 8=36) No 58126 �! *: ;* ^.9 OF �!Z ��% PhNO J. O'8e11xn PE No.58126 MiTekUSA Ina)3 Cert 6834 6904 Parke East Blvd.iampa R:33610 Date: April_ 8,2019 ®WARNlNO•Varry;lsal9n ponmNara and READ NOTE30NTX19AMB1BCLUBEB MrMs#Ua ERPNCEPAOEl9 ZV3nrv. IW=015 BEfCRE WE Deslgnvasd foruse onlywas Miele® donnedom. This design Is bases only uponparame ens shown, and Is bran hdhldual auMi,g component, not a no syslem.Before use. Me reugding deslgnermustveRy 0e a ercabady ofdpgn parameters and p.,m .,x.e ma desgn Mace dwra9 buMiigdogn.Brad, Indicated a to prevent butting ofindlvldualbvss webandlorchoad members aNy. AEddhnallempareryandpevnanembradag M1Te1( h aMap required hrstab9dy and to prevent wrm owdh possible persons! Inldry and pmpe y damage. Forgenem!'dwarea m ena'the fabrication,storage, deliver. erection and reasons ofteuseas and buss sptemc, see ANVI 110ulityCtlMdar OSBA9andBCSiBWldiag Component 6904 Parka East NW. Sareylnformasoa avalaVa bom Two Plate lothda. 218 N. Lee Street, Suite 312. Alexandra. VA 22314. Tampa, FL 36810 Job. Truss Truss Type Oty Ply RJM/ALLIH(PINEW00D4MOD.) T76720047 507277 HJ5E DIAGONAL HIP GIRDER 2 1 Job Reference (mironall Tibbetts Lumber Company: . Palm Bay, FL-32905, 8.240 s Dec 6 2018 MTek Industries, Inc Mon Apr 8 05:56:562019 Page 1 Sate=1:19.0 LOADING (pat) SPACING-. 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(L-) -0.09 7-10 >961 240 MT20 2441190 TOOL 7.0 .Lumber DOL 1.25 BC 0.71 Vert(CT) -0.08 7-10 >999 180 BCLL 0.0 ' Rep. Stress Ina NO WB 0.08 Hors(CT) 0.00 5 n/a WE BCDL 10.0 Code FBC2017/rP12014 Mabix-MS 'Weight 321b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied ors-11-10 oc Palms. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-9 oc bracing. WEBS 2x4 SP No.2 . REACTIONS. (Ib/size)-4=74/Mechaniml, 2=344/0-10-15, 5=123/MechaniT I Max Hon 2=243(LC 8) Max Uplift 4=110(LC 24), 2=599(LC 8), 5=204(LC 5) Max Grav 4=91(LC 13), 2=562(LC 28), 5=144(LC 29) FORCES. (lb)- Max. CompJMa3. Ten. - All forces 250 Ob) or less exceplwhen shown. TOPCHORD 2J=604/370 BOT CHORD ' 2-7=348/418, 6.7=348/418 WEBS 3-6=4741395 NOTES-' 1) Wind: ASCE 7-10; Vul"70mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsh h=15ft; B=6011; L=57ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; porch left exposed; Lumber DOL=1.60 plate gdp DOL=1.60 trussis gned for a 10.0 par bottom chord live load r any r live loads. lreas whereth the bottom chord all arent Wtla rectan gle 3-6-0 tall by 2-0-0wide truss has beendesignedfor a live load of 20.ps on 3)-This will fit between the bottom chord and any other members. for to truss % V ••�:Q ENS' 4) Refer to girder(s) truss connections. 5)Provide mechanical connection (by others) of buss to bearing plate Capable of withstanding 1101b uplift at joint 4, 599 lb uplift at �% joint 2 and 2041b uplift aljoint S. NO '56426 6) Hanger(s) orothercannecton device(s) shall be provided suffcienllo support cencentmted load(s) 160 lb clown and 1061b up at 14-15, 1601b clown and 1061b uieat 1-4-15, and 1141b down end 921b up al 4.2-15, and 1141b down antl 921b up at 4-2-15 on 1731b down 79 Ib 1-4-15,1731 down 791b 1-0-15, 6lb down and 51b up al 4-2-15, and 6 top chord, and and up al a and up at and Ib down and 5lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of h e truss are noted as front (F) or back (B). 0 LOAD CASE(S) Standard Plate Increase=1.25 �i�.p•• �( OQ`.•��` Q 1 • � � 1) Dead * Roof Live (be lanced): Lu miter Increase=1.25, •R �� °°4 Uniform Vert:Loads s (plo54, 5-8=20 /°N,A Concentrated Loads Ob) Vert:7=6(F=3, B=3) II=51(F=25, B=25) 12=72(F=36, B=36) - PMIpJ. O'Regan PE NG.56126' MRek usk Inc. FL cert ev 6904 Parke East Blvd. Tampa R.33610 Dale: April 8,2019 �WARfIING. VOBF dral=paramanra=d READ NOBS ON THIS AND INCLWEG tBlEK REFERENCE PAGE IM47173 rovi 140=016 BEFORE WE Desgnvalid for use pnywhb MTekdlrnnnedon. This design is Cash only upon parameters shown, and It for an Individual wiflum, component, not a Mass system. sec a the binding designer amen verNtha applicability oldesgn parameters and popery lncmporat Nitd ago M10 Me overall �M.��. Moid'mgdesgn.R n n'alnatedismpmv MWwingoflndWualw mbmftraoa mmhemoM, Addawnmtempora,yandcearroentaeang MOW is always required for staWay and to parent collation wfth posside personal injury and propery damage. ForgeneralgunanceregmEingthe recreation, storage,degwy,erection and bmLingoltN59¢a and WeSsystem5, see ANENP/10ually CMada, OSade antl BCBIBWItling CompMerA 6904 Pale East Bind. serey lnbrmaBen avagaree coin Truss Plata Iranian, 218 N. Len Street, Suite 312. Alexendda, VA 22314. Tampa, a 36610 Job Truss Truss Type. Oty Ply RJM/ALLIH(PINEMOD4MODJ T16720048 507277 HJ7 Diagonal Hip Girder 2 1 Job Reference tional w�nparry; 'aan oar."-aaeua, np. a vo.,, —. ,=ae , ID:OBbyx7VzMMs00VJ1iZM9LIz 2ha-ll2Z7sMwSPhMxo_TCSk5fC01Of8wiL4WP6KZSt_5 I 991N Scale: 1/d'=1' 1- 2 14 15 16 6 Wq l l " 1 e s 4x4 = - 7 2x4 II 3x4 5 = 6-0-0 9-10-0 LOADING.(pso . SPACING- 2-0-0 CSI. DEFL. in (Ioc) Well Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.15 7-10 1764 240 MT20 244/190 .TCDL .7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.15 7-10 >765 180 - . BCLL .0.0, Rep Stress her NO WB 0.23. Horz CT) -0.01 5 n/a n/a - BCDL - 10.0 Code FBC2017rrPI2014 Matrix -MS Weight: 4311, FT=20% LUMBER- - BRACING- TOP CHORD 2x4 SRSS TOP CHORD Structural wood sheathing directlyapplied orb-0-0 oc pudins. BOT CHORD:2x4 SP SS - BOT CHORD Rigid ceiling directly applied or B3-8oc bracing. WEBS 2x4SPNo.2 REACTIONS. (Ib/size) 4=92/Mechanical,2=462/0-10-15,5=306/Mechaniwl Max Horn 2=303(LC 8) Meet, Uplift 4=108(LC 8), 2=662(LC 8). 5=368(LC 8) Max Grev 4=97(LC 17). 2=739(LC 28). 5=388(LC 28) .FORCES. (Ib)-Max. CompJMax.Ten.-All forces 250(Ib), or less exceptwhen shown. . . ' TOP CHORD 2-3=882/654 ' BOTCHORD . 2-7=624/649,6-7=624/649 WEBS '3-7=246/294, 3-6=76lf731 NOTES- 1) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=60ft; L=57ft; eave=7ft; Cat II; Exp,C; End., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcunent with any other live loads. 3) - This truss has been designed fare live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 4) Refer to girdei(s) for truss to truss connections. 5) Provide mechanical connection (by others) of muss to bearing plate capable of withstanding 1081b uplift at joint 4, 662 lb uplift at joint 2 and 368 lb uplift atjomt 5. 6) Hanger(s) or other connection device(s) shall be provided sufflcientto Support concentrated load($) 160.I1b down and 106 lb up at 1-4-1 S. 160 lb down and 106 It, up at 1-4-15. 114'It, down and 92 lb up at 4-2-15, 114 lb dam and 92 lb up at 4-2-15, and 1571b down and 1781b up at 7-0-14, and 167 to down and 178 lb up at 74M4 on top chord, and 111 Ili down and 79 lb up at 1-4A 5. 111 Ib down and 79 lb up at 1-4-15, 6lb down and 59lb up at 4-2-15, 6lb down and 591b up at 4-2-15. and 30 ib down and 106111 up at 7-0-14, and 301b down and 106 to up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the - responsibility, of others: 7) In the LOAD CASE(S) section, loatls applied to the face of the truss are noted as front (F) or back (B). LOADCASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Inmease=125, Plate Increase=1.25 Uniform Loads(plf) . . Vert: t-4=-54; 5-8=20 Concentrated Loads (lb) Vert: 11=51(F=25, B=25) 13=61(F=31. B=-31) 14=72(F=36, B=36) 15=6(F=3, B=3)16=-48(F=24, B=24) 81111'r Al", `1%%\\P .......... Q Q •�\' S�'•'•2 ,�i No 58126^ UNION April8,2019 ®WARNMG o Atha 1N Yrlfl(REFER USE paramelen mouse. msim ruse o-tl wfth Tm des is onpare ndC foran J dWmI conef$6EFnet Design redfar useeme. MTei®adesi,,oi9. This designe basedoily upoem,nparersshown,antlisforen,upombel Cadento(Me the emend i Wsssystem Bseedi use, Nebuil4'to Resignermustg ofIniNepplitess,wbandtnshool Ivnd an pmpedy inorpamteNistl raq am IMotgent trading fdretlnglnUl and is topm pe�menentbiadnt tempos MONmembrange. WSswebury MiTek' deraieingafpossu0uel .AEsnaraI an m.n ¢�lwaysregvimM(prsla5liry and to Reverrt mdpse cord poss0la personal injury end plopedy derange. is Id ng mqui. to DS"9a dBtie uafflyeml systems.see ANSVAV3l4.4ry CrReda, BSB89 mtlBC5l awlC�ng Componerrt W. ' a9apa, ftonend RateImMue,218 .Wss Sarefylnlormatlm evalade WmTmss PlalelnsNute, 218 N.Lee SWel,$wleN2.Alexaatla, VA2t31<. SufaWleremamgan awarded Tampa, FL 3661a R. 3East 6610 Job.. Truss Truss Type Oty Ply RJM I ALLIH(PINEWOOD 4 MOD.) ' Ti6'/20049 507 27 7. Kt Hip Girder 1 Job Reference Lionel Iim wniPany, raid aay, ra - mew, azw a aec o mto mu ex maustnes, ma 3.97 12 64 - 5x6 = sx1 15 4 5 16 _ - - Settle =1:24.4 lot Plate Offsets ((,Y)-- '[5:0-3-0,0-2-121, [6:040.0-2-151.17:030.0-2-91 - - - " LOADING (par) SPACING. 2-0-0 CSL DEFL. in (lot) I/deb L/d PLATES, GRIP TCLL 20.0 Plate Grip, DOL 1.25 ETC 0.43 Ved(LL) 0.08 8-12 >999 240 MT20 244/190 " .TCDL 7..0 .Lumber DOL 1.25 BC 0.42 VerUCT) -0.10 8.12 >999 240 BCLL 0.0 ' -Rep: Stress Ina NO WB 0.25 Hoa(CT) 0.02 7 n/a n/a .'.BCDL 10.0 Code FBC2017/rP12014 Matdx-MS Weight: 148lb-FT=20% LUMBER-' 'BRACING- - TOP CHORD 2x6 SP No.2 'Except - TOP CHORD Structural wood sheathing directly applied or4-8-12 oc pudins, "' 1-3,6-7: 2x4SP No.2 except BOT CHORD 2x6 SP DSS 2-0-0oc pudins(6-0-0 max.): 4-5. WEBS 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc brad ng. REACTIONS. (lb/size) 7=367010-8-0, 2=2103/0-8-0 _ Max Ho¢ 2=154(LC24) Max Uplift 7=2117(LC 8), 2=7351(LC 8). . Max Grav 7=3719(LC 30), 2=2238(LC 29) . ..FORCES. '(Ib), Max. CompJMax.Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3F-43532335, 3-0=-39922213, 4-5�7802752, 5-=50552901, 6-7=-614013495 BOT CHORD 2-10=200013914, 9-10=2195/4142, 8-9=2970/5335, 7-8=3053/5473 " WEBS 3-10=359/696,4-10=742/556,4-9=1060/1775,5-9=739/1296,6-9=f2231716, - ' ' ' ' .. 6-8=123322313 ' NOTES. 1) 2-ply truss to be connected togetherwith 10d (0.131'X3") nails as follows: Top chords connected Webs coBottom nnected as fords ollows; lows:sl2x4- l row et0-9-9 o ,Fxceptdmem 9512x4er1 mvir al0-5-0 me. 'n 2) All loads to if front back face in the LOAD CASE(S) Ply to ,%xv ........ E N -• 9A. i are considered equally applied all plies, except noted as (p) or (B) section. -ply ,QQ`, ; `(j S : F wirnections have been provided to distribute only loads noted as or(B), unless otherwise indicated. •V 3), Unbalanced rooflive loads have been considered forthis design. No :58126' 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsg h=15ft; B=601t; L=5711; eave=7ft; Cal 11; Exp C; End.; GCpj=0.18b MWFRS (directional); cantilever [attend right exposed ;Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. ' 6) All MT20 unless indicated. plates are plates otherwise '.7) This truss has been desiigned for 10.0 bottom chord live- load nonconcurrenl other live loads. OF :) a psf with any " -This truss has been designed for live load 20.0psf the bottom chord in 3-6-0 tall by 2-0-0 Q 8) a of on all areas where a rectan gle wide will fit between the bottom _-1!� , • ��) chord and any other members. QQ;• aR� 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2117 lb uplift at joint 7 and 1351 lb uplift i�Fs• C% does depict the the the lop bottom ...10) Graphical purtin representation ri of size or the on entafion of purin along and/or chord. , 11) Hanger(s)'or other connection devices) shall be provided sufficient to support concentrated load(s) 2161b down and 160 Is up at 44-15, 70 Ib down and 451b up at 5-2-12, and 701b dawn and 451b up at 7-0-4, and 2161E down and 1601b up al 7-10-1 on top Philip J. O'Regeh PE.NoMI26' . chord, and 951b down at 4-0-15, 2391b down and 100Is up at 5.2-12, 239lb down and 100Is up at 7-04, 2351 Ib down and MRek uSQ lgu FCce lisam - . 1423lb up at 7-1-8, 951b down at 7-10-1, and 1086 lb down and 6131b up at 9-0-12, and 1033 lb down and 603 lb up at 11-0-12 69H4 Parke East Blvd..Tampa FL 33610 " . on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Date: April 8,2019 ®WARA9N0 Moray deitill mever dREAD NOTES ON Tees AND INCLUDED p K REFERENCEPAOEM27V3 m. IM=05 BEFORE USE Derge sendf use ly with MiTeM connedoes. This desg ebased Only areas parameters snows, and is for an indiWEual building compared. net �'• truss system. Before the binding designer mud vedy Me appliabAiry of design parameters and artistry rearrange mis design Into Me ovamu buildingdes+Jn. Eadngindioatedaapmwe buWngof NdWualtmsmbandbr Nodmembemonly. Morainal temporary and permanent Imaging MIT®k• Is asap required for stebitdy and to prevent conapse with possible personal Injury and patens, damage. Forgeneal guidance regarding the fabtlution; sandal,delivery, erection and bating ofWsses and truss systems. see ANSI?Plf Oualey CNIWa, DSB49 and 8=1 Building Componerd 8904 Parke East Bhd. Saferymbrmallon Instable fiord Truss Rate Insiders, 218 N. Lee Street Suite 312, AImandda, VA 22314. Tampa, FL 36610 Job I Truss Truss Type Oty Ply RJM I ALLIH(PINEWOOD 4 MOD.) T16720049 507277 K1 Hip Girder 1 q - L Job Reference(optionall Tlbbetts Lumber 0ompany; Palm Bay, FL - 32905, - 5.140 a Use a ZU16 MITek Industries, Inc Mon Apr 805:56:582019 Page 2 ID:OBbyv7VzJVW.00yiliZM9LIzMha-FOmjudOPinvg4A5uuLB9X wgZA7254oO'7WSCzSt 3 LOAD CASE(S) Standard 1) Dead *.Roof Live (balanmc ): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert:1-3=54, 3A=54, 4-5=54, 5-6=54, 6-7=54, 2-7=20 Concentrated Loads (lb) Vert: 3=-1(F) 6=-1(F) 10 =-1(F) 8=A(F)17=.141(F)18=2491(F=141, 8=2351) 19=1086(B) 20=1033(B) ®WANMIy0- VNNydailmlPmamenve and BEADNO]ESQN1103ANDINCLUpEO MILEILREFERCNCEPAYE011�7473 rw. 1W9=hhMEEPQRE USE ' Qesgn valid far use antywm MTeMa ndredors. n1s design a based any upon Premature shown. and b form Individual building component not peInorete tha design ate the overall a buss system. Before use, the balding designer must whir me apphlabii14.fdesgn parameters end pmtysaT building design. BrsdngindiodeCa to ocrdoNnembem only. AddlanattertWraryandpetmanentbladng MITek' preventbuWingofadWuelbussweban aaMap required for stability and W prevent mnapse w possmle personal Injury and property damage. Fdfgeneralguldancemgandingthe feblsotlogstorage, der,ery, eredlon and bracing ofvusses and lmss systems, sw ANSWMf QWIMy CM d.,0."9mdBCSIBWfding CompmefM 6904 Parke East M. ' Salelyln/anrwdm a lalaWe hood Truss Mate hounds. 210 N. Lee Sintm, Sure 312, Alexandra. VA 22314. Tanta, FL 38810 Jab - Truss .Truss Type Dry Ply RJM/ALLIH(PINEWDOD4MOD.) T167200W 507277 Pal Piggyback 2 1 - - Job Reference(optional)- I IDD8n5 LVmDer l.Ompany, Vain bay, rL -: Wb, V,G Sllec oGV I anal l eK IneVarnee, Inc. MOnXr EVJ,.0Do,aN IV ID:OBbyw7VzJWRs00YJ1iZMgLzMhajcXAC9vFBjgaYgfNtbOajM4DwE?XSY08121 6-6-14 Scale =1:12.8.- 3 4x4 = 6 2x4 = 2x4 2x4 = LOADING.(psf) SPACING- 2-0-0 Cat. DEFL. in goc) 1/deft Vd PLATES GRIP .TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.00 5 Wr 120 MT20 244/190 ..TCDL 7,0 Lumber DOL 1.25 BC 0.06, Vert(CT) 0.00. 5 n/r 120 -BCLL 0.0 ' Rep Stress Ina YES WB 0.03 HOre(CT) 0.00 4 We n/a - 'BCDL 10.0 'Code FBC2017,7PI2014 Mabix-P Weight. 19 lb FT=20% LUMBER- BRACING- ' TOPCHORD 2x4 SP,No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-O wedding. OTHERS 2x4 SPNo.2 REACTIONS. (lb/size) 2=123/484,4=123/4-84,6=166/4-84 - Max Hoa.2=72(LC11) Max Uplift 2=-125(LC 12), 4=125(LC 12), 6=39(LC 12) Max Grant 2=125(LC 17), 4=136(LC 18), 6=166(LC 1) FORCES. (Ib)-Max.Comp./Max. Ten. ,-All forces 250(Ib) or less except when shown. '. NOTES-, 1) Unbalanced roof live loads have been considered for this design. - ' 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=42psf; BCDL=6.Opsf, h=15ft; B=60ft; L=57ft; eavem7ft; Cat. ' ' r 11; Exp C; End., GCpi=0.18; MW/FRS (directional) 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 DOL=1.60 .'3)Gable. requires continuous bottom chord bearing. - - - - - 4) This "as has been designed for a 10.0psf bottom chord 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 rectan g1e 3-6-0 tall by 2-0-0 wide - . veil] fit between thei ottom chord and any other bers. brnn rto 1 6) Provide mechanical eetion (by others) of truss bearing plate capable of withstanding 1251b uplift at joint 2, 125111 uplift at O ,%` �p I� joint 4 and 391b uplift atjbint 6. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult building `% X` : •*IO E N S'- 9 'i„ qualified ,�� No '56126 G _ �Z :9 OF kA' - - - - Philip J. D'Regan PC Na59126 - MITek US InC.FLCeft6834 " - 6904 Parke Fast BNd. Tampa FL.M10 Date: April 8,2019 A wARMNO-VerHyde4gnpaa and BEAD NOTES ON ODSANDINDLWEDNmENREBERENOEPAdEN743 faMLT019 BEFORE OSE ��'.`s Deign fd for use M only NLTek® connectors. Tnia designs based only upon parameters shown and afar lndlvio Ibddlg remained. not alms system. Before use. Me handling dengner muslveRfy the app1iVfl,1Ky ofdesgn parameters aid property inameade thu deegn into me overall buldirgdesgn.Beer, buckling ofukiNdel bussweb anmor chum membe ly. Addtionaljempo2rynd permanent been -•W ndicaled'uto proved allys aroguiredfor clarity and to paved mOapse wM possible personal injury and properly damage, Fergenerolgudancengamingthe NOW fatfiefloamomge, defiyery. section and betting of Misses and truss systems. see ANSIZ17VI Dually, alone. DS849 and Beef Building Component 6904 Parke. East BW. ." Sansfylnflum aflon available (rum Tmss Plea lusOMe, 218 N. Lee 3Veel, Buda 312. Alexandria, VA22314. Tampa, FL 3010 Jab runs Truss Type Ott, ply /ALLIH (PINEWOOD4 MOD.) T16 20051 507277 PB2 Piggyback 1 1 Job Reference (optional) I ioodlea wn,ue, w...... y; I.. nay, rL-,Ytl{A, 4x4 = 6 7 2x4 = 2x4 II 2x4 II o.. s ueo o zula mu ea inausmes, 'no on Npr a uo:oo:aazure ♦age , ID:OBbywNZ WKIDOYJIiZM9UzX2hajrXAC9vFBjgaYgfNPoDajM4E5E7zsYw812MftSt 2 4x4 = 2x4 = Scale=1.12.9 LOADING (pso SPACING- 2-D-0 CSL DEFL. in (too) /deg L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.08 Ven(LL) 0.00 5 n/r 120 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00. 5 n/r 120 BCLL 0.0 Rep Stress Ina YES WB 0.02 HOM(CT) 0.00 5 n/a n/a BCDL10.0 Code FBC2017/7P12014 Matrix-P Weight: 20th FT =20% LUMBER. BRACING. TOP CHORD 2x4 SP,No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc punins, except BOT CHORD ' 2x4 SP No.2 2-0-0 oc pudin: 3-4. WEBS 2x4 SP'No2 BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 4 A 4. (lb) - Max Harz 2=58(LC 10) Max Uplift All uplift 100lb or less aljoint(s) 8,7 except 2=11 O(LC 12), 5=110(LC 12) Max Grev All reactions 250 lb or less atjolnt(s)2,5,8,7 FORCES. (lb) -Max. CfMnPJMax.Ten. - All forces 250(Ile) or less except when shown. NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-10; Vu lt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; hot 511; B=6011; L=57ft; eave=7ft; Cat II; Exp C; Encl., GCp1=0.18; MWFRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces 8 M WFRS 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. 5) This buss has been designed for a 10.0 par bottom chord live load nonconmrrent 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 rectan gle 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 100lb uplift at joint(s) 8.7 except Bl=1b) 2=110,5=110. - 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. No :58126 '53' OF piss °NA �,`%� PhOp d. O'ReOan PE NOM126 Milk USk Ms. FL Carl 6634 6904 Parke East Blvd.Twita FL33610 Data: April 8,2019 AE: pammmrx mMREAO NOTES ON TNISArmfNUmmunaa0...rdICloran D.wnoxid rtu,.adeNgn dWacrw.agcon0158na,net safeforefoNywMMRek®g antlb(oren NdNqual bue3nn eomAon. not aeagne aasetlofty ��• ofdnparametersseawn, nouns system. Beare use, fee W3ein8 Oesignermuzlwe(y Me appGradAyeltles®n paraereten and pmpedy Incoryomre pals a Man. overact nouns designer must and Bracirp indicated tsro NONmenona e. lempe2ryampemanent Cmdnp pol lndNduele MiTek' 4 aWayeesign. omzswebenan Farpenenteda, eaf re9 andfltea vent collapse )uryaM pmpeM Forgenerai reaxaya Rgorage, ang oftwttses,an wasse,sternrefoot relaxation. delae,er,kto and and SIMP11. Qualify Cr4eda, 0.5B88 andBCSI BWldin9 Canpmenf Eezt alM. Lee street, dra.VAIf SAeylnfamutlm evd'Jehle hem Tmss Plate lnstduta, 2la N. Lea Sheet, Sude 312, AMxaMde, VA 22314. ameaffaavvery,erean Truse Plate IAorute, 21 Tampa,R 36610 Tom., Pi. Job Truss Truss Type Oty Ply RJM/ALUH(PINEVs00D4MOD.) T76720052 507277 Vi Valley 1 1 - JobReterenw tional I moans iweipany; reran Day, va, O.ZW suecD ZUiO muex rnausmes, inc. mon Apr o w:DLuuzOla rage 1D:OBbyw7VzJVWsOOYJ1iZM9UrX2ha-Bo4YPVwtyoyRAzEZDJypGacOOdKcb?WGiUdF5zSt_t 3.2-8 .. 3-2-8 2 8cale=110.8 - 3 2x4 i 2x4 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) /dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(ILL) n/a - n/a 999 MT20 2441190 ...TCDL 7.0 LumberDOL 1.25 BC 0.07 Vert(CT) Na - Na 999 SCLL 0.0 ' Rep Stress Incr YES VVB 0.00 Hom(CT) 0.00 We n/a ' . BCDL 10.0 - Code FBC2017/rP12014 Matdx-P Weight 101b FT=20% LUMBER- BRACING - TOP CHORD 2a4 SP No2 TOP.CHORD Structural wood sheathing directlyapplied or 3-2-8 oc puffins, BOT CHORD 2x4 SP NO2 except end Verticals. 'WEBS Za4 SPNo.2 'BOT.CHORD Rigid ceiling directly applied or 10-M oc brad rag.' REACTIONS. Qb/size) 1=90/3-2-0,3=90/3-2-0 Max Hoa 1=74(LC'12) Max Uplift 1=30(LC 12), 3=67(LC 12) ., Max Gran, 1=97(LC 17),3=109(LC 17), .. 'FORCES. Qb)-Max. CompJMax.Ten. - All farces 250(Ib) or less exceptwhen shown. NOTES- 1) Wnd: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=42psF BCDL=6.0psf, h=15ft; B=60ft; L=57ft; eave=7ft; Cat. II; Fxp C; Encl., GCpi=048; MWFRS (directional) and C-C Fxlerior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires tom intious bottom chard bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenlwith any other live loads. - " 4)•This buss has been designed fora live load of20.Opsf onthe bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ' - willfit between he bottom chard and any other members. 5) Provide mechanical connection (by others)of truss to bearing plate capable ofwithstan ding 100 h uplift at joint(s) 1, 3. . EN No �5$128 � M10 April 8,2019 '®WARN/NO-" diagn pmemMn WdJbEAD NOTES ON iMS AND INIMWED MREKNEFENENCEPAOEM 7173 W. 10NL30ffi DEFOREKE. • Design vend for use -bwith MTe® acmactgrsThis design h od ondy upon pardanaters shown;and a for an mdivEual bundmg cmrywnem,not ' MH wsssyslem. Before use, the bunding designer must verily the applicability m y of Mumn parameters and propertyNmrPmdethbd N to the overall b adinedestgo. B.dng ndiwted'utopre ntb.�, g,OWdiv alWwa be &oraoMmm emo b AddW temporary(and permanent trading 0aM1vaysreguiredfore bJity and to preventcollapsewdh posablepersonaladayand prxxdYdama0e. ForgenealguidanceregaNragthe WOW, " . faadcaico, storege, delivery, asou.n ma among of vusses and Mass systems, see ANSM11 coding, Cdleds,USB-99 and EMI Sodding Compdnenl 9904 Parke Eesl Blvd. " SederylnbfmaEma fable. homTruss Plate Institute. 218 N.Lee Srad, Suite 312. Alexandra, VA22314. Tampa,R 36610 - r4 Job Truss Truss Type Qry Ply RJM/ALUH(PINEWOOD4 MOD.) T16T20053 507277 V2 Valley 2 1 Job Reference(optional) arc mousm-a ma mon Z o ua:pam a i e ra'e I 10:OBbyw7VZJVVKs00YJ1iZM9L X2ha47ewdgwVK4ln7pImOT2on9atlhUKSmRVMEAoXzSt_0 14 14 scale =1:8.6 2 art c 2x4 II I LOADING.(psf) SPACING- 2-0-0 CSI. DEFL. In (toe) War L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Ven(LL) n/a - r1a 999 MT20 244/190 TCDL . 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a - n/a. 999 BOLL 0.0 Rep Stress Inv YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight 711, FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or2-3-14 oc purims, BOT CHORD 2x4 SP No.2 except end vertloals. WEBS 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0oc bmci ng. REACTIONS. (lb/size) 1=57/2-3-6,3=57/2-3-6 Max Holz 1=47(LC 12) Max Uplift 1=19(LC 12), 3=43(LC 12) Max Gran, 1=61(LC 17),3=70(LC 17) FORCES. (lb) -Max. CompJMax. Ten. .- All forces 250 (1b) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIb170mph (3-Second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf, h=15ft; B=60fl; L=5711; eave=711; CaL II; Exp C; End., GCpi-0.18; MWFRS (directional) and C-C Exledor(2) zone; canfilever 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) Gable requires continuous bottom chord bearing. 3) This truss has been designetl for a 10.0 per bottom chord live load nonconcurtentwith any other live loads. 4) • This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectan gle 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 withsmn ding 1001b uplift at joint(s) 1, 3. \\lllllll/�/ v`G E N SE C7 No 56126 Philip J. O'Regan PE No.58126 wrltuselinc. FL Curt 6634 6904 Parke East Blvd. Tampa R 33610 Data: April 8,2019 ®WARNING-VedydaslgnpaameMn mdREAe NOTES gN iIIR AND /NCLWED WIEK REFERENCEPACEIgA147J m. faM]Rpf6BEFORE IRE:sesses Designvand Or umml,.bh MmekOconnogors. This desgn is based only upon tormenters shown, and Is loran travel WON component. not a Was system Befam use, the bandied designer mustverilythe app9rabTdy ddesi n_ monsters dead properm ly Inmorsalb te dealgn mothe.w,m �, bundbpdesign. acing lndiandxi is to prevent budded ofinmidel base web anNortlmN members deny. AddGonaltempomryorMpmmaneMMaWO blury damage. For9enerl Pe MW Is always required Or stability and to prevent mnapse wan possible personal and pmpe4y guManoe regamno lebdm4on, slorpe, delivery, eredlenaM brdng of truasaseM Was systems,see ANSV lCuaINyCMeda,1LSB491nd9CSIBWIdMg Compmea -. 6904 Parke£ast EW. SWay/rearramon swarms bade Tens Plata lnatme,218 N.Lee Street. sure 312, Alexandre, VA=314, Tampa, FL 36610 Job - Truss Truss Type pry Ply RJM /ALLIH (PINEWOOD4MOD.) T16720054 507277. V6 Valley 1 1 Job Reference tional noueus wiuw� wn�pany, calm oey, �L- azaw, U,Z U S U¢C D ZeIE MI l exmat4rnes, Inc, Man Apr U 05:51:012019 Pa99 1 ID:OBbya7VzJVvKs00YJ1iZM9UzX2heflewdq-VjK4ln7pimOT2on9Xglg3KRHRVMFAo)(zSt 0 7-9.0 7-9-0 2x4 II 3 5 4 Did 1; 2x4 II ad II Scale =1222 I LOADING (psf) SPACING- 2-D-0 CS]. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 027 Vert(LL) n/a - me 999 MT20 244/190 TCDL 7.0 - Lumber DOL 1.25 BC 0.12 Vert(CT) me - n/a 999 BCLL 0.0 .Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 4 Na me ' BCDL- 10.0 'Code FBC2017/fP12014 Matrix-S Weight: 301b FT=20% LUMBER- BRACING- TOPCHORD 2x4 SPNo.2 TOPCHORD BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD 'OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 1=91R-8-8,4=113!/-8.8,5=312/7-8.8 Max Hoa 1=211(LC 12) Max Uplift 4=85(LC 12), 5=233(LC 12) Max Grev 1=91(LC 1). 4=137(LC 17), 5=379(LC 17) FORCES. 0b)-Max. Comf, Max.Ten.-All tomes 250(to) or less except when shown. TOP CHORD 1-2=3451131 WEBS 2-5F291/539 Structural wood sheathing directly applied or 6-0-0 oc puffins, except end ver4cafs. Rigid ceiling directly applied or 10-0-0 one brad ng. NOTES- 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps(; BCDL=6.0psft h=15ft; B=60ft; L=57ft; eave=7ft; CaL II; Ezp (A End., GCpi=OA8; MWFRS (directional) and C-C Fxledor(2) 0.7-9 to 6-3-1 S. Interior(1) 6-3-15 to 7-74 zone; cantilever left and right exposed ;C-C for an embers and forces & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurtent with any other live loads. 4) - This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a reclan gle 348-0 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 1001b uplift at joint(s) 4 except gt=lb) 5=233: \l1111111111j1 �JQ� ENS %1, %% No :58126OF Z p.R,IV; .. \,% 010 PhgipJ-D7iegan PE No.58126 Mlfek USIA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 8,2019 rw.fg SE AwAWONO-Vseo win paramerennndm.ThNO7Ea ON Tale ANOINCLUara IWTEKREF'a, onlyands ran r o67lal conn,56rt,net use Mlye. eased!onlyuponp=srameters shown,0ntl6roc=narneentlunlhislbal,n �. elrekWoonnedam.nstdesgnb a areas sysem. No ansgn We Men4not lo cuss system. Before use, the leading this tleslpn Imo the renerall doed parameters one IxoPeMdiimnal mideg oraerly at to i uattmo w0b bert. horalmembers nthre pelmanentEmWg MOldrtydamo. bundin9 tleslpn.Bndn9lnGCand Of Iosableelwe=wenury MiTek' Is prevenMWAMe are ForgeremigempmaryaM b afaay=re9uaed forsted'my and Is prevent mti5pse wRll possiNe personal injury are: pmpadytl=mapa.Po!ityCrel9ul re9=dBNe ssyst, ANSVA2214. Odhda, Da&a9=ndBC5l BWldinp Component DS bmW9ofVe, Pence . 21 N. LeeSurlea aarey/nfirma0on evelal=e hom Tress Plate Institute, 21a N. Lee street, sane 312. Alexandra, VA 22314. Sandyffifiveraffo,tleayery,erere Trass 3aett 6610 Tempe, R 36B1a Tana. Job Tr1aS Truss Type pry Ply RJM/ALLIH(PINEVCOD4MOD.) T16720055 _ 507277 V7 Valley 1 1 Job Reference(optional I I iDDens Lumber urnpany, Vaim bay, rL-3 MUC, 6.24U a use a Lulu Mi I eK Inaustnes, Inc. Mon Apr 8 0357:022019 Page 1 I0:08byw7Vz1 WKSOOYJI iZM9UzX2ha-7BCJgAx7UeC9PHOxIOc_HL?ik4ROB3upajOzkKzzSt_? Scale =1:172 1� 5 4 .. 2x4 i 2x4 It 2x4 II I LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (foe) I/deg Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.16 Vert(L-) n/a - We 999 MT20 244/190 -TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) We - n/a 999 BCLL 0.0 Rep Stress lncr YES WE 0.08 Horz(CT) 0.00 n1a We 'BCDL 10.0 Code FBC20177rP12014 Matrix-P Weight: 22 lb. FT=20% - LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 5-9-0oc pudins, BOTCHORD 2x4 SP No.2 exceptendvergcals. WEBS 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-M oc bract ng. .OTHERS - 2x4 SP No.2 REACTIONS. 'gb/size) 1=57/5-8-8,4=80/54&8,5=231/5-8_8 Max Hom 1=151(LC 12) . Max Uplift 4=60(LC 12). 5=173(LC 12) Max Grav 1=57(LC 1). 4=97(LC 17), 5=281(LC 17). FORCES. .(Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less exdeptwhen shown. TOP CHORD _ 1-2=281/110 WEBS - 2-5=-218/438 NOTES. 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf, h=15ft; 8=60ft; L=57$ eave=7ft; Cal ' 11; Fxp C; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces S M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nenconcunent 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 rectan gle 3-6-0 tall by 2-0.0 wide between the bottom will fit chord and any other members. 5) Pmvide nlechanicel wnnecUon (by othem) of truss to hearing capable ofwithstanding 100 lb uplift atloint(s) 4 except (It -lb), %% `Z` CE N � �• '9 �� plate �� $�.• /!j ice. 5=173..(V\` is ' y No 58t26 ' �9 t• OF o-,04p N Al �` i Philip J. O'Regan PE NoMIN MRekUS& Ina FL Cert.fi83d 6904 Paltio Fast Blvd. Tampa f Date: April 8,2019 rased AND lNCn BEFORE IRE' Dewnsend ruNdIng l-VMryewpn MiTeMereantlBEADNOrESON b easesonly uponpcnimeterssewn, antlaley for userNyw.NMRek®, panan errs shE ,anNDEFADENiMual Inaiwduel onvo not ease ��• desi n r ust verify the Medes1,mrtemne o Syst Imm�.1te mB,rand Intomentmll a selomglnimuse. Me bulainspmwMrmustwarytheappiimw olaesbnparametersem Po. la leusssystem. Aci WXauq aesgn BrednB lnaimtetl6NprewM buoJLnp orinalWaualtoss weD anOMr UaN members only. AaaXlonel temporary ana permanentbmc'uq MiTek' alleys repuirearorsmdTM1y ana tp pmwM maapsewXX pozsUtle personal Njpryerd pmpeM OSm FprWC paaDS ANS�a 9mdBNe Platensultosses ana l fyDrtfeda, DSBd9 antlBC5lBWlarng Component fabacetlon,saadaamilryle,ear 6904 Panes Eazl0 Truss eeSeel.Sn,see dda,VA2314. sahylMormatlon evelleWe tram Truss Plate lnsIDute, 219 N. bee street, SUXe 312, Alexaede, VA2e314. Tempe. FL 38e10 Tama. Job Truss Truss Type Oty Ply RIM/ ALLIH(PINEWOOD 4 MOD.) ' .. T16720056 507277 V8 Valley 1 1 Job Reference(optional) .iwueua wn�uci w...Pm'y, rams Deg rL -. UUO, e.Z9V a use u 2Ul a an l ex Measures, Mo. Men Apr d Ub:D/:UZ ZU1V FageI ID:O3byN7Vz WKSOOYJl iZM9Uz%2ha-7BCJgAx7UeC9PHOxiCc_HL7iiMR?Mv0ajOrkKzzSl 7 3-9-0 � 3 9-0 � Scale =1:122 lg d 2x4 i 2x4 II 2 3 LOADING .(pst) SPACING- 2-0-0 CSI. DEFL. In (lac) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) me - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a - We 999 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 n/a n/a. BCDL 16.0 Code FBC2017ITP12014 Matnk-P Weight 131b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or3-9.0 oc pudins, BOTCHORD 2x4SPNo.2' except end verticals. WEBS . 2x4 SPNo.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. 0b/size) 1=11013-B-8,3=11038-8 Max Ho¢ 1=90(LC 12) Max Uplift 1=37(LC 12), 3=82(LC 12) Mamoru, 1=118(LC 17), 3=134(LC 17) FORCES. (Its) --Max. CompJMax.Ten. -All forces 250(Ib) or less except when shown. NOTES•. 1) Wind: ASCE MO; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=60ft; L=57ft; eave4ft; Cat. II; Exp C; End., GCpi=0.18; M WFRS (directional) and C-C Extedor(2) zone; cantilever left and dght exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2),Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcunent 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 rectan gle 3.6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of buss to bearing plate capable of with standing 100 lb uplift at ioint(s)1. 3. IIIIII IIIII Q�NV P G E N 5��,•C'i,92 ��,' No 58126 •�'� Al p�sS ONA� E, April 8,2016 ®wARMNa•Vseanswklh panmrttiaandRa'AUs Mag brass AND INCL para69IEKREFERENCEor n 40JI7d rail-raNU2eo BEFOREIAE Dealgn vdtdrot use pnywM a buidiam designer must desbn b leased any upon pamperers tere an end is raven Indhlat et is deli n us, Ment, not • a truss system. BeroR use, the DOINIop devard buc sl verify Pe fu0i Ma lily b desbnchond men entl pmpeM Inmgrotem tala design Into toe oVemn ■ Duedinpde un rad'melndiosledIs Ob ntmUape pof wbleal moral banaOr mMdydaementy. Adenla I@mporenading en¢ntDmWp MiTek' la etwayarepu'eeg.derwas, mMiopreventm0aceewits3 and ccerspnels.seeM pmceM damage.FgfyCrelgu,a mmdBNe Sadyleftreneo, Monab.eftemTon uss Drdtingorhe, 21 end case systems. Se,see dida,Vplf Ouapy CMeda, 0.gB99 antlaC5laWldfng Componertr T6904 .W.,Ae 3681111utl. gaiety lnbrmatlan evaOaDle,aom Truss Plate Inslnide, 218 N. Lea easel, avaa 313, AlexeMde, VA 22314. Tempe. FL 36610 Jab Tnus Truss Type ON PN RJM/ALLIH(PINEWOOD4 MOD.) T16720057 507277 V9 Valley 1 1 Job Reference(optional) w.... a..Y, rei,,, ouY�r'�-.u-v✓.a, tix a nnr,—,- 2x4 i 2x4 = a.ZW a uec o zul0 ml l ex InUlbmes, Inc. anion qpr u Va:S/:uj zultl 2 3 Scale-1.7.1 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a - n/a 999 MT20 244/190 .TCDL 7.0 Lumber DOL 1.25 BC 0.01 VerhCT) n/a - me 999 BCLL 0.0 Rep Stress Inct YES WB 0.00 Horz(CT) 0.00 me n/a 'BCDL 10.0 'Code FBC20177rP12014 Matrix-P Weight: 5lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP,No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc pudins, BOTCHORD 2x4 SP Ne.2 except end verticals. WEBS 2x4 SP No.2 . BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bend ng. REACTIONS. (Ib/size) 1=36/1-8-8, 3=36/1-" Max Hom 1=30(LC 12) Max Uplift 1=-12(LC 12), 3=27(LC 12) Max Gran, 1=39(LC 17), 3=44(LC 17) FORCES. (Ib)-Max. Comp9Max. Ten, -All forces 2508b) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult 170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=6.Opsf; h=15ft; B=Soft; L=57ft; eave=7ft; Cal. It; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed;C-C for members and forces & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.80 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconwrrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-64) tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 3 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 100 Ib uplift aljoint(s) 1, 3. IOI/4itI'l, Q%%4RR%X'c E Ns��y9Z, No '58126 C VOF O R 1 ID P �\�,,. S % /0NAV_ \� Philip J. 011agag PE No.58126' MlrekUSq Inc. FL Gert 6634 6904 Puke East Blvd, Tampa FL33610 Data: April 8,2019 burning U9E AwA,gidfoVseorTyfpn ponmebnrndBElON0729 oN TXm.Wly MRek®g Moon ara shown,ad isfv IndividualconspoeeFOBE Design haste for usere This design Is bride only uponparametorters en designer anendbfar Incorporate Into the ebusssystem. BMsnuse,acebuileing eeaha bmust this Use, anchor parameters and pmPoMimmnaloeNiseeagn Nloleentbro ofInaleoal Masswob mprincellapse penMlNeualvussweoenandpomnemoeoonly.neerarritemporin,arirgube lorioinp IT®k' 0 alaiees9r.8for staleyalneh aebhaysn;ronagforsleory, anal pmpeMeamege. PorBenerel pe,W1enyandBNa aiopndtr c[ng oasaespossand b ssrsenales. scene fgvallN heeds, 0.58d9 and BfSl9ufldlnBCornponebd . fardyinnooloub. ea,very,efromTuss oridnneute.1 Dan that. N.LeeSreetertge 31 di VA Selery(nramadm evaAebin from Truss Plalalnsldute, 2la N. Lee Strict none 312, RIexaMee, VP Y2314. Tempe. Fi 36810 Taman Symbols PLATE LOCATION AND ORIENTATION -�rj►I�. 11 ""(� Center plate on joint unless x, y I -..I \�.? Apply plates indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. Ole For 4 x 2 orientation, locate plates 0- vi6' 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 text in the bracing section of the output. Use or I bracing if indicated. Industry Standards: ANSI/TPlt: National Plate C DSB-89: Design 'BCSI; 'Building Indicates location where bearings (supports) occur. Icons .vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only Numbering System 6-48 dimensions gs not o cane) rteeeths (Drawings not to style) 2 3 8 7 6 5 JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-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 ANSlrrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANS17PI 1. B. 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 rue retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Trusses are designed for wind loads in the plane of the specified. truss unless otherwise shown. 13. Top chords must be sheathed or pudins provided at spacing Indicated on design. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, Ono ceiling is Installed, unless otherwise noted. established by others. 15. Connections not shown are the responsibility of others. Design Specification for Metal onhected Wood Truss Construction. Standard for Bracing. ComponentSafety Information, Good Practice for Handling,, I & Bracing of Metal Plate ed Wood Trusses. MiTek C 2012 MiTek® All Rights Reserved MiTek Reference Sheet: MII-7473 rev. 1 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 endlneerbefore use. 19. Review all pardons of this design (front, back, words and pictures). before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSIrrPI 1 Quality Criteria.