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HomeMy WebLinkAboutTruss249 Maitland Avenue, Suite 3000 rF D s Altamonte Springs, Florida 32701 P: (321)972-0491 1 F: (321)972-72-041# 1 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES February 25, 2020 Building Ddpar6nent Ref: Lot: Subdivision:, Address:.:" Model: KA# Truss Company: Date of drawings: Job No.: Wind Speed: Exposure: Truss Engineer: Adams Homes Lot 34':Blk 54-See 8 Indian River Estates 5513 Myrtle Dr. 2320 B LHG 20-1476 Builders First Source 2/20/20 2255505 160 C Thomas A. Albani To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. ...... If you have any questions, please do not Sincerely, COPY Carl A. Brown, P.E. Luis Pablo Torres, P.E. Todd M. Born, P.E. FL. # 56126 FL. # 87864 FL. # 82126 "Doing Business with a Service Mindset and an Eye for Detail" W E 111WMA �1■ VIM MEN 20-00-00 C1 `, 1P 3P C3 P-,".Gen OP. P 7-7 m::g nnU.:rnH r?rmu ,��rf.4^Lf xli`4J CAUTION!!! LAi j:::7ifl.0 ��,. r�''%+No00eatiori Byl }p+� L,Pi� Noun And li rvU �ip'7 :'1G'F1 dz1. 02IEJq;NO`exI �t.r c r me G.real,ColN ` e � '� �'"ForAll Coeneelio [c Tm Gabb LOMOCIIOne. CONNECTORS SCHEDULE ROOF TRUSS O ID MODEL ROOF UPLIFT SYM 0 A• LUS24 / JUS24 895 / 835 490 /510 e A HTU261 THD26 36001 U70 1555/2330 3p 0 8 HTU28/THD28 4680/6040 2140/2330 na 1 C FITU26-2 / THD26-2 3600 / 3355 2175 / 2340 36 0 D HTU28-2I THD28-2 4680I 5005 U85 / 2695 3N 0 E HGUS26-2I THDH26.2 5320 / 5245 2155 / 2340 3u 0 F HGUS26-2 / T1DH28-2 7460 / 8025 3235 / 3330 17 0 G HGUS263 / THDH263 52301 BUS 2155 / 2340 10 0 H HGU5283 / THDH283 7460 / 7836 3235 / 4370 w 0 J THJA26I HJC26 91M/8990 409514370 u 32 11 11 3XSNOP Saw cormniv+s RRwR m sRmwu RaLp(WUW REWRFDNi¢IDBv MOER xaanmcaramuuxnwuwDaunla IMPORTANT r This DawinO Nhut Be Approved And oraex oww uvauae RxAumsd Before Fabrication Will Begin. For Your Protection Check All xeR eee n�m.¢�vnwwiniero�uR uh waw Dimensions And Contlitiona Prioa To APpmval Of Pkm. SIGNATURE BELOW INDICATES ALLIM ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TOLL: 20 PSF TOLL: 40 PSF BEEN ACCEPTED. TCDL 07 PSF TCOL 10 PSF BCDL 10 PSF BLDL 5 PSF TOTAL 37 PSF TOTAL 55 PSF DURATION: 1.25 DURATION: 1.00 BeAccepted 2Mout Prior And —.1. Y'.1 --ell'i 1 %IrOTPI'TCH:_ 0/12 CB I::S1Pil; TOP CHORD Soc- 2 x 4 -eoTroN cHORo sI7E: 2 x 4 OVERHANG LENGTH: Is- ENDLUT: Plumb CANTILEVER: - TRUSS SPACING: 24" BUILDING CODE: FBC2017 BEARING HEIGHT SCHEDULE Halch Legend __]8' Beanng walls ®10' Bearing Walls PLAN DATE: 1 2020 REVISIONS: 1. 3. 4. 4408 Airport R4atl Plant City, FL 33563 Ph.(813) 305-1300 F. (813) 305-1301 A- gREVIEWED ❑ KmANDRESuaw ❑ REVIEWED WITH NDTATKW ❑ NOT REVIEWED (SEE=%) Corrections Or COMM118 made an or during dopyrelieve tractor from compliance wb requiremenffi of the draw- ings and specticetions. This Check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and corelating all quantities and dimen- sions, selecting fabrication processes and techniques of construction, coordinating his work with thaw all other trades and performing his work in a safe manner. FLORIDA DESIGN SOLUTIO INc. Date a�1 �o BY Submitml Bo. Project NO %jW Eng. Project Name; a Lumber design valiled'are'in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 2320_(BFS) - LOT 34/54/8 INDIAN RIVER E MiTek USA, Inc. Site Information 66S904 Parke 3Eagst Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 2255505 Model: 232��a10X010-4115 Lot/Block: 34/54/8 Subdivision: St Lucie County -Indian River Estates Address: 5513 Myrtle Drive, . 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 Loading Conditions): Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 Roof Load: 37.0 psf Loads (Individual Truss Design Drawings Show Special Design Program: MiTek 20/20 8.2 Wind Speed: 160 mph Floor Load: N/A psf This package includes 46 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# 1 T19475114 A01 2/20/20 23 T19475136 2 T19475115 A01A 2/20/20 24 T19475137 3 T19475116 A02B 2/20/20 25 T19475138 4 T19475117 A03B 2/20/20 26 T19475139 5 T19475118 A04B 2/20/20 27 T19475140 6 T19475119 A05B 2/20/20 28 T19475141 7 T19475120 A06 2/20/20 29 T19475142 8 T19475121 A07B 2/20/20 30 T19475143 9 T19475122 A08B 2/20/20 31 T79475144 10 T19475123 A09 2/20/20 32 T19475145 11 T19475124 A10 2/20120 33 T19475146 12 T19475125 All 2/20/20 34 T19475147 13 T19475126 Al2 2/20/20 35 T19475148 14 T19475127 A13 2/20/20 36 T19475149 15 T19475128 A14 2/20/20 37 T19475150 16 T19475129 A15 2/20/20 38 T19475151 17 T19475130 A16 2/20/20 39 T19475152 18 T19475131 B03 2/20/20 40 T19475153 19 T19475132 Cl 2/20/20 41 T19475154 20 T19475133 C1 P 2/20/20 42 T19475155 21 T19475134 C2 2/20/20 43 T19475156 22 T19475135 C3 2/20/20 44 T19475157 Truss Name Date C3P C5 C5P D01 D01A D03 D04 E3 E7 E7A E7P F03 F04 GR2 GR3 H2 H3 H7 K01 P05 P06 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). 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 ANSI/rPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and property incorporate these designs into the overall building design per ANSIrFPl 1, Chapter 2. RECENED JON 15 7q Permitting Department St. Lucie County Themas A Abed PE No.39360 Mrrek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 Albani, Thomas 1 of 2 RE: 2320_(BFS) - LOT 34/54/8 INDIAN RIVER E Site Information: Customer Info: Adams Homes Port St Lucie Project Name: 2255505 Model: 2320 B 10X20 Lot/Block: 34/54/8 Subdivision: St Lucie County -Indian River Estates Address: 5513 Myrtle Drive, . City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T19475158 P81 2/20/20 46 T19475159 PB2 2/20/20 2of2 Job Truss Taus Type Ott, Ply LOT 34/54/8 INDIAN RIVER t T19475114 2320_(BFS) A01 PIGGYBACK BASE 5 1 Job Reference o 'onal Builders FirstSource (Plant City, FL), Plant City, FL- 33567. 55a 4x10 MT20HS 3.4 G 3.00 12 8.240a Feb 72020 MiTek ID:FVYOYY7tLJw6rKPjtIHOKXz241 H-71JN 7,10 = 6x12 UT20HS Inc. Thu Feb 2014:05:14 2020 9-9�3 17-60 2fi-4-0 33-10-0 41-4-0 -13 8-10.0 7-GO 7-6-0 Scale = 1:78.0 Plate Offsets(X,Y)-- (2:0-2-6Edae] f3i0-3-00-3-01 f5:0-6-80-1-121 16:0-7-70-1-91 f7:0-4-00.9-01 fl2:04-00-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.77 12-14 >641 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 VerUCT) -0.96 12-14 >514 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.47 8 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 207 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except' TOP CHORD 1-3:2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except' BOT CHORD 12-13: 2x4 SP No.1, 2-13:2x4 SP M 31 WEBS WEBS 2x4 SP No.3 *Except' 5-11: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 8=1601/0-8-0, 2=1601/0-8-0 Max Horz 2=333(LC 11) Max Uplift 8=976(LC 12). 2=-975(LC 12) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5124/3283, 34=4783/3060, 4-5=3841/2524, 5-0=-1966/1590, 6-7=-2294/1627, 7-8=-2929/1903 BOT CHORD 2-14=-2945/4649, 12-14=-2476/4108, 11-12=-1522/2867, 10-11=-1547/2553, 8-10=-1546/2555 WEBS 3-14=308/413,4-14= 203/533,4-12=-721/664,5-12=-1219/2239,5-11=-1259/707, 6-11=-274/621, 7-11=-708/573, 7-10=0/306 Structural wood sheathing directly applied, except 2-M oc pudins (2-2-0 max.): 5-6. Rigid ceiling directly applied. 1 Row at micipt 5-11, 7-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=241t; eavei Cal. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -14-0 to 1-8-0, Interior(1) 1-8-0 to 19-M, Extedor(2) 19-0-0 to 23-2-15. Interior(1) 23-2-15 to 264-0, Extedor(2) 264-0 to 30-6-15, Interior(1) 30-6-15 to 42-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearings are assumed to be: , Joint 8 SYP No.2 crushing capacity of 565 psi. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 1001b uplift at joint(s) except at=lb) 8=976, 2=975. 10) This truss design requires that a.minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. 11) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. Thomas A. All a li PE No.39380 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 Q WANNING-Verily consign parameters end RFi1ONOTES ON MZMDINCLUOEOMr KREFERANCEPAGEMIF74".I 1aN320156l:FORE USE Design valid for use only with Mmekdr connectors. This design Is based only upon parameters shown and Is for an Individual building component, not a truss system. Before use, the building designer must verify Me opplicabllity of design parameters and propelly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual hum web and/or chord members only.Additional temporary and permanent bracing MiTek' Is olways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, creation and bracing of trusses and truss systems. seeANSUmsI1 Qualitlyy Criteria, D39 9 and SCSI Building Component fil Parke East Blvd. Safety Informatbrpvcllcble from Truss Rate Institute. 218 N. Lee Sheet, Suite 312. Aleaandda. VA 22314, Tampa, FL 33610 Job Truss Truss Type x Otyx Ply LOT 34/54/8 INDIAN RIVER E T79475115 2320_(BFS) A01A PIGGYBACK BASE 2 1 Job Reference o tonal 3x8 II Sxfi (Fin r! Cil , FL), Plant City, FL-w5w, axfu M 120115G 3x4 % 3.00 12 8.240 a Feb 7 2020 MITek Industries, Inc. Thu Feb 2014:05:15 2020 ID:FvYOYY7tLJw6rKP)tIHoKX2241 H-bmk6FsFFFmwafd76wgr5oCOhZKCAOBx_EV 6xB = 6x12 MT20HS Q 5x12 = are = 9-4-11 I 9-4-11 O17 -a-n1-3 .n7-n� 25>-n-8 I 40 18 t83I2 1 Scale = 1:74.5 Plate Oftsets(XY)- rl:0-0-121-0-6] rl:0-0-20-1-151 r3:0-3-00-3-01 r5:0-4-80-1-121 r6:0-7-70-1-9117:OA-00-3-01 fll:0-8-00-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (too) Well L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.72 12-14 >683 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.92 12-14 >532 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Hom(CT) 0.47 8 Na n/a BCDL 10.0 Code FBC2017)rP12014 Matrix -AS Weight: 206 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except* TOP CHORD 1-3: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 12-13,1-13: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 *Except* 5-11: 2x4 SP No.2 SLIDER Left 2x4 SP No.3 2-6-0 REACTIONS. (lb/size) 8=1686/0-8-0, 1=1512/Mechanical Max Hom 1=-315(LC 10) Max Uplift 8=-969(LC 12), 1=-850(LC 12) FORCES. (Ib) - Max Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 1-3=4776/3125,3-4=-456212936,4-5=-3757/2470,5-6=-1936/1581, 6-7=-2261/1617, 7-8=-2896/1893 BOT CHORD 1d4=-2754/4344, 12-14=-2406/3987, 11-12=.1483/2806, 10-11=-1538/2524, 8-10=-1537/2526 WEBS 3-14- 187/338,4-14=-159/433,4-12= 678/644,5-12=-1176/2172,6-11=-265/609, 7-11=-708/572,7-10=0/307,5-11=-1218/680 Structural wood sheathing directly applied, except 2-0-0 oc pudins (2-2-0 max.): 5-6. Rigid ceiling directly applied. 1 Row at midpt 7-11, 5.11 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opst h=25ft; B=45f ; L=24R; eave=6tt; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exteror(2) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 18-7-8, Exterior(2) 18-7-8 to 22-10-7. Intedar(1) 22-10-7 to 25-11-8. Exterior(2) 25-11-8 to 30-2-7, Interior(1) 30-2-7 to 42-3-8 zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Allbearings are assumed to be SYP No.2 crushing capacity of 565 psi. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except 61=1b) 8=969,1=850. 10) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. Thomas A. Albani PE No.39380 MTek USA, Inc. FL Cad 66U 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 QwARNtNG-Yttlfy desl9n peremetemend READ NOTES ON MiSANDINCLUDED MItEKREFERANCE PAGEMe-74TJ rev. 10113Re15BEFORE USE Design volid for use only win MOek® connectors. This design IS based only upon parameters showy and Is for an Individual building component. not ��' uss a trsystem. Before use, the building designer must verity the opplicobllity, of design parameters antl propery Incorporate this design Into Inc overall building design.&doing indicated is to prevent buckling of individual truss web and/or chord members only.Addl}lonal temporary and permanent bracing i^s /q� Is always required for stability and to prevent collopse with possible personal Injury and property damage. For general guidance regarding the fobricatlon, storage, delivery, erection and brocing of trusses and trim systems seeANSVrpil Ca Criteria, DSB29 and SCSI Building Component Safety InfasmalbrWollcble from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexonddo. VA 22314, IYIrT18k• 69M Parke East Blvd. Tampa, FL 33610 Job Truss Thus Type Oty' Ply LOT 34154/8 INDIAN RIVER 4, T79475116 2320_(BFS) At 21 PIGGYBACK BASE 1 1 Job Reference (optional) ,+unuvio , ..womw p iuu, v„y, , y, nem l4ry, r� - u000r, o.Gau s reo f 4U4U run eR mausmes, mc. nu reo Lu 14:ex1 b Luzu r age 1 ID:FvYOYY7tUw6rKPjtIHoKXz241 H-42O7JbttOZumSpCJgeB4d71fKzg%w05DuEdg84De1 1 7-0.15 (1-0-0 7-0.15 I 120.13 1--0 32-1--5 8-0-00 2514 6&10.3 764716 3-0.11 1.5x8 STP = 18 d 5x8 cc 6x8 = 5 6.00 12 3x4 4 19 4 5x6 i 3 14 3x4 12 13 axis = 5x6 WB� 3.00 12 5xS = 22 6 23 3x4 7 24 10 3.6 = Scale = 1:70.5 d 4x6 IL m Iw 1� 1.SxB STP= �¢. 3x6 It w LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.69 12-14 >660 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.81 12-14 >560 180 BCLL 0.0 - Rep Stress lncr YES WB 0.76 Horz(CT) 0.40 9 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matdx-AS Weight: 205 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 13: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 2-13: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 *Except* 5-11: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 9=1399/0-8-0, 2=1474/0-8-0 Max Horz 2=305(LC 11) Max Uplift 9=-B00(LC 12), 2=-892(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. _ TOP CHORD 2-3=-4621/3117, 3-4=-4271/2893, 4-5=-3297/2346, 5-6=-1521/1307, 6-7=-1780/1350, 7-8=-1681/1173, 8-9=-1350/1005 BOT CHORD 2-14=-2982/4208, 12-14=-2506/3616, 11-12- 1545/2430, 10-11=-960/1458 WEBS 3-14=-319/415,4-14=-212/555,4-12=-731/668,5-12=-1231/2006,6-11=-168/457, 7-10=-401/416,8-10=-989/1491,5-11=-1258/839 Structural wood sheathing directly applied, except end verticals, and 2-0-0oc pudins (3-3-1 max.): 5-6. Rigid ceiling directly applied. 1 Row at midpt 5-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0. Interior(1) 1-8-0 to 19-0-0, Exterior(2) 19-0-0 to 23-2-15, Interior(1) 23-2-15 to 26.4-0, Extedar(2) 26-4-0 to 30-0-15, Interfar(1) 30-6-15 to 37-10-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVfPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=800, 2=892. 9) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directlyto the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical puffin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. Thomas A Albani PE No.39380 MTek USA, Inc. FL Cad 8634 6904 Parke East Blvd. Tampa FL 33610. Date: February 20,2020 O WARNING- Verlrytlesignparamahasantl READNOTEB ON TNISAND INCLUDED MrEKREFERANCE PAGEMII-7413mi, le4132D1SBEFOREUSE Design valid for use only with Mrek® connectors. This design Is oozed only upon parameters shown. and Is for an Individual buiding component, not a hum system. Before use, the building designer must very me applicability of design parameters and property Incorporate this design Into me overall building design. Bracing Indicated is to prevent buckling of Individual hum web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for starblllty, and to prevent collapse Wth possible personal injury and property damage. For general guidance regordng the fabdco Om storage. delNery. erection and bracing of hoses and buss systems seeANSVIP11 poollty Cdfede. DSB4I9 and BCSI Buldhg Component 69N Parke East Blvd. Safety Infomtatbmvollabie from Truss Plate Irate te, 218 N. Ise Sheet. Suite 312, Alexandra VA 22314. Tampa, FL 33610 Job Truss Truss Type x Cly. Ply d/54/81NDIAN RIVERE T19475117 �JbTR't 2320_(BFS) A038 HIP 1 1 ference o ional Builders FlrstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Feb 7 2020 MiTek Inc. Thu Feb 20 14:05:18 2020 6.8 = 5x8 = Scale = 1:70.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0,70 12,13 >653 240 MT20 244/110 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.82 12-13 >554 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.76 Horz(CT) 0.40 9 file Na BCDL 10.0 Code FBC2017/TPI2014, Matrix -AS Weight: 2041b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 *Except* TOP CHORD StrUCtural wood sheathing directly applied, except end verticals, and 1-0: 2x4 SP No.1 2-0-0 oc puffins (3-3-1 max.): 5-6. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 2-13: 2x4 SP No.1 WEBS 1 Row at midpt 5-11 WEBS 2x4 SP No.3 *Except* 5-11: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 9=1399/0-8-0, 2=1474/0-8-0 Max Hoe 2=305(LC 11) Max Uplift 9=-800(LC 12), 2=-892(LC 12) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4621/3120,. 3-4=4269/2892, 4-5= 3297/2346, 5-6=-1521/1307, 6-7=-1780/1350, 7-8- 1681/1173, 8-9=-1350/1005 BOT CHORD 2-13=-2984/4209, 12-13=2506/3616, 11-12=-1545/2430, 10-11=-960/1458 WEBS 3-13=-321/416,4-13=-211/553,4-12=-732/668,5-12=-1231/2006. 6-1 1=-1 68/457, 7-10=-401/416, 8-10- 989/1491, 5-11 =-1 2581839 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0, Extedor(2) 19-0-0 to 23-2-15, Interior(1) 23-2-15 to 26-4-0, Exterior(2) 26-4-0 to 30-6-15, Interior(1) 30-6-15 to 37-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 9=800, 2=892. 9) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and 1/2' gypsum Thomas A Albani PE No.39380 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Carl 6634 10) Graphical puffin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 QWARNING-Verify CesfgnparametersenEREAONOTES ON MSANO/NCLUOEOMR KREFERANCEPAGEM674M.v. 100.i2015BEFORE USE Design valid for use only with MRe'.® connectors. This design b based any upon parameters shown, and Is for an Individual building component. not a truss system. Before use. the building designer must verity the cppllcabllity of design parameters and properly Incorporate this tlesign Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web antl/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricated, storage, di erection and bracing of trusses and truss systems, seeANSVWI I Quality CrdMu, OS"9 and BCSI Building Component Safety tnfaanationovolloble from Truss Rare Institute. 218 6904 Parke East Blvd. N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type v. Oty, Ply LOT 3415418 INDIAN RIVER E T19475118 2320_(BFS) A048 Hip 1 1 Job Reference (optional) ouuuum n... SOumn trrnm �,, r,y, nam Iny, rl- aaaor. 6.00 FI2 3x4 4 4 5x6 i 3 1.5.8 STP= 1B 14 2 6xe b t d 5x8 cc 3.00 12 B.Z4U s 1­61) r ZU2u MI I eK maustnes, Inc. ID:FvYOYY7tLJw6rKPjtlHDKXz241 H-Ud6F==IUHLJGw 5x6 = 3x4 = 5.8 = 5 20 6 21 22 7 23 13 6x8 = 12 11 5x6 = 3x4 = 14:Ua:1lJZU2U Pagel Scale = 1:70.6 3x6 11 8 24 3xd I 9 a2 m lO N N 1.5x8 STIR= o d 6xB = N 9-3-0 17-fi-0 26-0-0 28-0-0 38-0-0 O.o-e Plate Offsets (X,Y)-- [2:0-2-6,Edge] [3:0-3-00-3-0] [5:0-3-0 0-2-01 [7:0-" 0-2-81 [14:0-4-0Edael LOADING (psi) SPACING- 2-1 CSI. DEFL. in (loc) Udefl Lrd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.70 13-14 >647 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.83 13-14 >546 180 BCLL 0.0 ' Rep Stress Inor YES WB 0.63 Horz(CT) 0.40 10 rVa Na BCDL 10.0 Code FBC2017/rP12014 Mardi Weight: 2101b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except 13-14,2-14:2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 10=1399/0-8-0, 2=1474/0-8-0 Max Horz 2=295(LC 12) Max Uplift 10=-800(LC 12), 2=-892(LC 12) BRACING. TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpt 6-12,8-10 FORCES. (Its) -Max. Comp./Max. Ten. -Aft forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4655/3222, 3-4=-4321/2936, 4-5=-3338/2384, 546=-3054/2313, 6-7=-1705/1385, 7-8=-1801/1360 BOT CHORD 2-14=3093/4225, 13-14=-2704/3800, 12-13=-1623/2453, 11-12- 944/1559, 10-11=-980/1394 WEBS 3-14=-291/417,4-14=-44/459,4-13=-832(739, 5-13= 747/1230, 6-13=-578/1024, 6-12=-1199/933,7-12=365/555, 8-11=-34/329,8-10=-1698/1289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Intertor(l) 1-8-0 to 17-0-0, Extedar(2) 17-0-0 to 21-2-15, Interior(1) 21-2-15 to 28-0-0, Extedor(2)28-0-0 to 32-6-15, Interior(1) 32-6-15 to 37-10-4 zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=800, 2=892. 9) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Atari PE No.39380 MTek USA, Inc, FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 OWARNING- Verlrytladgnperamefel iv;d READ NOTES ON TNISANDINCLUDED MITEKREFERANCEPAGEMn.7473 mk.. 10111JV2015BEFORE USE. ��- Design valid for use only wins Mieley, connectors. This design a based only upon parameters shown, and Is for an Individual building component not D muss system. Before use, the building designer must verify the opplicabllity of design paramaters and properly Incorporate this design Into %a overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delNery, erection and bracing of trusses and muss systems, s9oANSVTPIT Cuopls� Creeds, DSO419 and 9C31 Budding Component 6904 Parke East Blvd. Safety Tnformallona vallable from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandfla. VA 22314. Tampa, FL 33610 Job Truss Truss Type a Qty. Ply LOT 34/54/8 INDIAN RIVER E T19475119 2320_(BFS) A05B Hip 1 1 Job Reference (optional) v. vJ FCu / cvcv,vl, Ium uuu0trju, uju. iuu reu cu IY:va.eu LVGu b 1 6 , Sx8 5xB = 6.00 12 3.6 = 3x4 = 5x6 = 4 21 5 22 623 7 Scale = 1:70.5 1.W STP= 4x6 11 8-0.2 15-0.0 I 17-EO 2(i-0-0 30-4-0 38-0-0 r Plate Offsets (X Y)-- 12:0-2-6 Edgel 13:0-3-0 0-3-41 [4:0-5-8 0-2-4] 17:0-3-e 0-2-41 fB:Edge 0-1-121 19:Edae 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Ven(LL) 0.68 13-15 >669 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Ved(CT) -0.8411-12 >542 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 HOR(CT) 0.42 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matri%-A$ Weight: 204 he FT=20% LUMBER - TOP CHORD 2x4 SP No.1 'Except* 4-7,7-8: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except* 9-11: 2x4 SP No.2 WEBS 2x4 SP No.3'Except* 8-9: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 9=1399/0-8-0, 2=1474/0-8-0 Max Hors 2=295(LC 12) Max Uplift 9=-800(LC 12), 2=-892(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-10,5-11 FORCES. Ill - Max. Comp./Max. Ten. -All forces 250 Ill or less except when shown. TOP CHORD 2-3=-4613/3173, 3-4=-3698/2632, 4-5=-3936/2893, 56=-2051/1622, 6-7=-1583/1295, 76=-1843/1316, 8-9=-1317/1055 BOT CHORD 2-15=-3023/4156, 13-15=-0041/4169, 12-13- 2275/3346, 11-12=-2333/3431, 10-11- 1342/2D40 WEBS 3-15=0/268,3-13=-877/734,4-13=-225/393,4-12=-698/1156, 5-12=-596/1053, 6-10=-909/592,7-10=-216/572,8-10=-885/1437,6-11=-176/449,5-11=-1683/1212 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 15-0-0, Exterior(2) 15-M to 19-2-15, Interior(1) 19-2-15 to 30-4-0, Exterior(2) 304-0 to 34-6-15, Interior(1) 34-6-15 to 37-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 8) Bearing at joints) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint($) except (jt=lb) 9=800, 2=892. 10) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A Alban! PE No.39380 Ill USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: February 20,2020 QWARN/NG- Verllydes/gnpammahneand READNOTES ON MIS AND VJCLUDEDMITENREFERANCEPAGEMM1741amv. 104112015BEFOREUSE ��- Design valid for use only with MRekaD connectors. This design Is based Only upon parameters shown, and is for an indNldual build ng component, not a hum system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buldhg design. Bracing Indicated is to prevent buckling of Individual truss web end/Or Chord members only. Additional temporary and permanent bracing Mirek- Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and hum systems. seeMSVWII QualBByy CrBn1a, DSB419 and BC91 building Component Sect Parka East Blvd.Sabty Infamtatbnav,table from Truss Rate Institute. 218 N. Lee Sheet. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Type Ory. Ply LOT 34/5418 INDIAN RIVERET79475120 TH, 2320_(BFS) AOfi p 1 1 Job Reference (optional) .,,,..., ,... ..,,,.. a 1...,y, , .l. '.a„ .ny, a.zVa S rep ImLu mu ex inc. I nu ran 2V 14:V0:21 ZUZU 6.00 12 5x6 = 5x6 = BRB 5xe = Scale=1:73.3 16 15 " "' "' 11 10 3x6 = 2x4 II 3x8 = 4x6 = 3x4 = 46 = 3x8 = 6x8 = 6-fi-14 13-0-0 22.8-0 324.0 41-4-0 e-6-04 n.S9 aa.n Plate Offsets (X Y)-- [3:0-3-00-341 [4:0-3-8 0-241, [5:0-3-0 0-3-01 [7:0-3-0 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.28 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 VeR(CT) -0.5513-15 >901 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.59 Hom(CT) 0.14 10 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight: 231 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 12-14: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1597/0-e-0, 10=1523IMechanical Max Horz 2=338(LC 11) Max Uplift 2=-974(LC 12), 10=-857(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-15, 6-11, 8-10 FORCES. (lb) -Max. COmpJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2953/1974, 34=-2423/1730, 4-5=-2138/1672, 5-6=-2414/1797, 6-7=-1677/1365, 7-8=-1905/1420 BOT CHORD 2-16=-1669/2727, 15-16=-1871/2724, 13-15— 1631/2502, 11-13=-1531/2320, 1011=-997/1383 WEBS 3-15=-573/507, 4-15=-3667754, 5-15=-550/368, 6-13= 52/410, 6-ll=-942/657, 7-11= 286/576,8-11=-119/479,8-10=-1825/1310 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25tt; B=45tt; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -14-0 to 1-8-0, Intedor(1) 1-8-0 to 13-0-0, Exterior(2) 13-M to 17-2-15, Intedogl) 17-2-15 to 324-0, Exterior(2) 324-0 to 36-9-7, Interior(1) 36-9-7 to 41-24 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except Qt=lb) 2=974,10=857. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Thomes A Albant PE No.39UD MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 Q WARNING -yNhydas19.pivs..ns..d READ NOTES ON MIS AND INCLUDED MITEKREFERANCEPAGEMII-7473 rev. IOIZ20156EPORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown and Is for an Individual building component, not a hum system. Before use, the building designer must verify the appllcabllity of design parameters and properly Incorporate this design Into me overall building design. Bracing Indicated is to prevent buckling of indNldual hum web and/or chord members only, Addltlonal temporory and permanent bracing Is always required for stablity, antl to prevent collapse with possible personal Injury and property damage. For general audience regarding the fabrication, storage, delivery. creation and bracing of husses and hum systems, seeANSUIPII Quist MMyy Criteria, DS6-09 and 6Cll 6akdhD Component Sarah, mmta fetbnovallable from Trues Plate Institute. 218 N. Lee Sheet Suite 312, Alexandda. VA 22314. �'- MiTek' 69M Page East BNd. Temp., FL 33610 Job Truss Truss Type ONx Ply LOT 3415418 INDIAN RIVER x T19475121 2320_(BFS) A07B Hip 1 1 Job Reference (optional) builders rrrsoource lrtarlt unry, rL1, Plant tnry, rL-33bti/, axis = 4 3x4 = 23 5 B.24u a Fen / ZUZU MI I eK industries, Inc. I nu FED 2u 14:Ub:23 2U20 Page 1 ID:FvYOYY7tLIw6rKPOlHoKXz241 H-NOLmn_yGMinmouEfacgkOUXdn2H2737gTRVZE4Ddv. Scale=1:72.0 Sxe = 3x4 = 4x6 1 5xe = 8 24 7 B 17 16 `" '" `" '" 11 10 3x6 = 2x4 11 3x8 = 5x6 wB = 3x4 = 4x6 = 3x4 = SZB = 3x6 I LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL '1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 CS'. TC 0.80 SC 0.98 WB 0.90 Matrix -AS DEFL. in goc) Vdefl Ud Vert(LL) 0.36 14-16 >999 240 Vert(CT) -0.7314-16 >674 180 Horz(CT) 0.15 10 rVa We PLATES GRIP MT20 2441190 Weight: 2331b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 13-15: 2x4 SP No.1 WEBS 1 Row at micipt 5-16.7-11 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=159710-8-0, 10=1523/Mechanimi Max Horz 2=336(LC 12) Max Uplift 2=-960(LC 12), 10=-871(LC 12) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2945/1975, 3-4=-2574/1798, 4-5=-2289/1705, 5-6=-2844/1977, 6-7=-2127/1504, 7-8=-619/508, 8-9=-715/519, 9-10=-1525/1081 BOT CHORD 2-17=-1953/2632, 16-17=-1953/2632, 14-16=-1981/2795, 12-14=-1876/2679, 11-12=-1044/1463 WEBS 3-16=-427/433, 4-16=-480/905,5-16=-789/549, 6-14= 7/321, 6-12=-875f738, 7-12=-592/1127,7-11=-1502/1120,8-11=-101/250,9-11=-859/1311 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 3=45ft; L=24ft; eave=61t; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0. Interior(1) 1-8-0 to 11-0-0, Exterior(2) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 38-11-1 S. Exterior(2) 38-11-15 to 41-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has beendesigned 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by otters) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=960, 10=871. 9) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 Q WARNING -Vedrydesig0 peremefere4nd READN0TES ON TN/SAND INCLUDED MREKREFERANCEPAGEMO-7473 rev. 10,0342015BEFORE USE. Design valid for use only with Mnek® connectors. this design Is based only upon parameters shown, and Is for an Individual building component, not a truss system, Before use, the bulling designer most verify the applicability of design parameters and propeay Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of lncilvidual two web and/or chord members only. AddItlonal temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldcnce regarding the fobricolion, storage. delivery. erection and bracing of trusses and two systems, saeANSi/1PII Quiet Clients. D511-59 antl BC31 BuId11p Component safety Informal onovallable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. MiTek' 69M Parke East BNd. Tampa, FL 33610 Job Truss Truss Type Otyx Ply LOT 34/54/8 INDIAN RIVER E T79475122 2320_(BFS) A08B HALF HIP 1 1 Job Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, FL- 33567, 5x6 = 3x4 = 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 14:05:24 2020 ID:FvYOYY7tLJw6rKPjtIHoKXz241 H-rav8_Kzu70vdP2pr8JLzyh42pBPFnTCG27A2 Scale = 1:72.a Sxfi = 5x6 = 3x6 = 2x4 11 16 15 14 13 12 11 6x8 3x6 = axe 4x6 = 3x4 = 3x4 = 4x6 = 3x4 = 9-0-0 17-2-12 25-2-0 33-1-0 41-0-0 s-o-o A.2-19 z,ir z,,.e Plate Offsets (X,Y)-- f4:0-3-0,0-2-01 16:0-&0,0-3-0] I7:0-3-0 0-3-0] LOADING (pso SPACING- 2-0-0 CS]. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.48 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.61 13-14 >813 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Hom(CT) 0.18 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 215 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-16, 8-10 REACTIONS. (Its/size) 10=1523/Mechanlcal, 2=159710-8-0 Max Hoa 2=343(LC 12) Max Uplift 10=-930(LC 9). 2=-959(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2902/1986, 3-4=-2706/1892, 4-5=-2409/1754, 5-6=.3342/2294, 6-7=-3255/2181, 7-8=-2173/1429 BOT CHORD 2-16=-1993/2554, 14-16=-2269/3178, 13-14=-2423/3466, 11-13=-2014/2915, 10-11=-1131/1622 WEBS 3-16=-290/382, 4-16=-614/1014, 5-16=-1060f716, 5-14=-82/379, 6-13=-332/382, 7-13=-263/536, 7-11=-1097/864, B-1 1=-607/1120, 8-10=-2069/1456 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0. Exterar(2) 9-0-0 to 13-2-15, Intedor(1) 13-2-15 to 41-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf 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. 6) Bearings are assumed to be: , Joint 10 SYP No.2 crushing capacity of 565 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=11g) 10=930, 2=959. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 Q WARNING -Verflydnrimpammetem antl READ NOTES ON THISAND INCLUDED M?EKREFERANCEPAGEMIP7473 rev. 16R3,2015BEFOREUSE Design valid for use only with MirelS) connectors. This design is based oNy upon parameters shown, and Is for an Individual buwidirg component, not ��- a truss system. Before use, me building designer must verify the oppllcabllity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of IndNMual hum web and/or chord members only. Additional temporary and permanent bracing MiTek- IsalwaysrequiredforStabilityandtopreventcollapsewinpossiblepersonalInjuryantlpropeMdamage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and hum systems seeANSUIPll Quarry Cmaida, D35d9 and SCSI Building Component 6904 Parke East Blvd. Sobly mforma8alnvallcbie from Truss Plate Institute, 218 N. Lee Sheet Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Otyx Pty LOT 34/54/8 INDIAN RIVER E T19475123 2320_(BFS) A09 Half Hip Girder 1 2 Job Reference o floral 5x6 = 6.00 12 Sx6 = O.GYV i ftlU / NCV IVII ItlR Sx6 = I IIV ra. LV 14:V3:L/ CVLV Yage 1 /YOpSugaKIZfORs_wK115Pii?4 Dds 11-13 41<-0 -10 I &6-3 1 Scale = 1:72.0 3X6 _ 2x4 11 21 39 40 20 19 41 18 42 43 17 44 45 16 15 45 14 47 13 4B 12 49 50 = 3x6 = 5x6 WB= 4x6 = 3x6 = 7-PO 12-2:8 17-4-1 21-10.11 26.5-0 30.11-[4 3&6-B 41-4.0 7-6n i4-a d.R.R d-Rnii 2 a e.a-m Plate Offsets (X Y)- [3:0-3-0,0-2-0] [6:03-0 0-3-01 [8:0-3-0 0-3-01 LOADING (psQ SPACING- 2-M CSI. DEFL. in (roc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(L-) 0.66 17-18 >746 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.75 17-18 >661 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.50 Horz(CT) 0.19 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 4441b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 15-19: 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 12=2939/Mechanical, 2=2762/0-8-0 Max Horz 2=281(LC 8) Max Uplift 12=-1975(LC 5), 2=-1775(LC 8) FORCES. (III) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=5469/3357, 3-4=-4897/3127, 4-5=-7122/4452, 5. 6=-8068/5031, 6-7=-8222/5112, 7-8=-7574/4759,8-9=6128/3929, 9-10=-3890/2521 BOT CHORD 2-21=-3082/4814, 20-21=-4075/6371, 18-20=-4899/T742, 17-18=-5219/8286, 16-17=-5080/8041, 14-16=-4499/6990, 13-14=-3413/5155,12-13- 1707/2486 WEBS 3-21=-1089/2050, 4-21=-2207/1405, 4-20=-708/1416, 5-20=-1160/835, 5-18=-271/622, 6-18=-423/378,7-17=-101/364,7-16=-866/674, 8-16=-560/1084, 8.14=-1601/1120, 9.14=-1018/1806,9-13=-2346/1655,10-13=1510/2605, 10-12=-3581/2474 Structural wood sheathing directly applied or 4-1-7 oc purlins, except end verticals. Rigid ceiling directly applied or 5-9-1 oc bracing. NOTES- 1) 2-plytross to be connected togetherwith 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 20 -1 row at 0-9-0 Ga. 2) All (cads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=2511; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) All plates are 3x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psi bottom chord live Iliad nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearings are assumed to be: , Joint 12 SYP Not crushing capacity of 565 psi. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=1975, 2=1775. Thomas A Albani PE No.39380 MTek USA, Inc. FL Cart Sti 6904 Parke East Blvd. Tampa FL 33610 Data: February 20.2020 AWARNING -VivinydesignparametersendREADNOTESONTHIS AND INCLUDED MREKREFERANCEPAGEMN-7473rev.?GV&2 faBEFORENNE Design valld for use only with MBek® connectors. This design a based only upon parameters shown, and is for an IndNltlual building companant, not a hum system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into Me overall building design. Bracing Indicated is to prevent bucIrIng of Individual truss web and/or chord members only, Additional temporary and permanent bracing Is always required for sto lllty and to preventcollapso with passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and hum systems. seeANSVrpil Quality Cdlerla, D6349 and SCSI Building Component Safety N/ormatbmvallable from Truss Plate Institute. 218 N. We Street Suite 312. Alexandtl4 VA 22314. M!Tek' e904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oly, Pty LOT 34/54/8 INDIAN RIVER T79475123 2320_(BFS) A09 Half Hip Girder 1 2 Job Reference (optional) Builders FirstaourCe (Plant uny, FL), Ylant Ulty, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 14:05:27 2020 Page 2 ID:FvYOYY7tUw6rKPItIHoKX1241H-F9bHdL7nQAgCGVYOpSugaKiZlORs wKjl5Pii?4Dds NOTES- 12) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 Its down and 296 lb up at 7-M, 87 Ib dawn and 164 to up at 9-0-12, 87111 down and 164 lb up at 11-0-12. 87 lb down and 164 It, up at 13-0-12. 87111 down and 164 Ib up at 15-0-12, 87 Ill down and 164 lb up at 17-0-12, 87 Ib down and 164 Ib up at 19-0-12, 87 lb down and 164 lb up at 21-0-12, 87111 down and 164 Ib up at 23-0-12, 87 Ib down and 164 lb up at 25-0-12, 87 to down and 164 Ib up at 27-0-12, 87 lb down and 164 Its up at 29-0-12, 87111 down and 164 to up at 31-0-12, 87 Ib down and 164111 up at 33-0-12, 87 lb down and 164 lb up at 35-0-12, 87 III down and 164111 up at 37-0-12, and 87 He down and 164 lb up at 39-0-12, and 111 It, down and 1571b up at 41-2-4 on top chord, and 290 Ib down and 181 to up at 7-M, 66 lb down at 9-0-12, 66 Ib down at 11-0-12. 66 Its down at 13-0-12, 66 lb down at 15-0-12, 66111 down at 17-0-12, 66 to down at 19-0-12, 66 Ib down at 21-0-12 , 66 It, down at 23-0-12, 66 Its down at 25-0-12; 66 It, down at 27-0-12, 66 Its down at 29-0-12, 66 Ib down at 31-0-12, 66111 down at 33-0-12, 66 Ib down at 35-0-12, 66 Its down at 37-0-12, and 66111 down at 39-0-12, and 83 Ib down at 41-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibilityof others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform, Loads (plf) Vert: 1-3---54, 3-11= 54, 12-22=-20 Concentrated Loads (lb) Vert: 3=-95(F) 11=-111(F) 12=-49(F) 21=-290(F) 20=-40(F) 5=-87(F) 18=-40(F) 14=-40(F) 9=-87(F) 15=-40(F) 25=-87(F) 26=-87(F) 27=-87(F) 28=-87(F) 29=-87(F) 30=-87(F) 31=-87(F) 32=-87(F) 33=-87(F) 34=-87(F) 35=-87(F) 36=-87(F)37=-87(F) 38=-87(F) 39=-40(F)40=-40(F)41=-40(F)42=-40(F)43=-40(F)44=-00(F) 45=-40(F) 46=-00(F) 47=-40(F) 48=-40(F) 49=-40(F) 50=-40(F) ,&WARNING-Va1Hydeal5n paramesersand BEAD NOTES ON TNISANOINCLUOEOM?KBEFEBANCEPAGEM7473nv. iN9312,15BEFORE USE. Design valid for use only wIM Mgek® connectors. This design 6 based only upon parametersshown, and B for an Individual building component, not a truss system. Before use, Me building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buliding design, Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek' Is always required for stability and to prevent collapse with pcsUble personal Injury antl property damage. For general guidance regarding Me fabrication. storage. delivery, erection and bracing of trusses and muss systems weANSVI9It QuoB1t1sy. CritelliDSl-09 and BCSI fluffing Component 6904 Fafxe East Blvd. Safety Informational from Truss Plate Institute, 218 N. Lee Sheet. Suite 31Z Alexandria. VA 22314, Tampa, FL 33610 Jab Truss Truss Type v Qty. Ply LOT 34/54/8 INDIAN RIVER T79475124 2320_(BFS) A10 HIP 1 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 14:05:28 2020 I D:FvYOYY7tLJw6rKPjtlHoKXz241 H-jL9fghOPBFP3uf6cN9Pv7XEekolhjKbsz180 5xB = Scale=1:68.1 Sx6 = 2S 26 6 27 11 �M. 3xe II Sea 5.6 = 2x4 II -1781138 -11-33B-1n-1n-8 %7.-nBI7 299--04-111 I I 151 18 Plate ONsets(X,Y)-- [1:0-0-4,0-11-61, rl:0-0-2,0-1-151 [3:0-3-0,0-3-0] 15:0-5-00-2-0] [6:0-3-80-2-41 LOADING (psi) SPACING- 2-M CSI. DEFL, in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.59 13-15 >717 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Ven(CT) -0.72 13-15 >590 180 BCLL 0.0 ' Rep Stress Incr YES We 0.69 Horz(CT) 0.42 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight 2191b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-11: 2x4 SP No.2 SLIDER Left 2x4 SP No.3 2-6-0 REACTIONS. (Ib/size) 9=1310/0-3-8, 1=1310/Mechanical Max Holz 1=281(LC 12) Max Uplift 9=-759(LC 12), 1= 718(LC 12) BRACING - TOP CHORD .Structural wood sheathing directly applied, except end verticals: BOT CHORD Rigid ceiling directly applied. Except: 7-4-0 oc bracing: 10-11 WEBS 1 Row at millet 5-11.7-10 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3=AO31/2789, 3-4=-3792/2620, 4-5=-2914/2134, 56=-1260/1116, 6-7=-1456/1163, 7-8=-435/350, 8-9=-1307/903 BOT CHORD 1-15=-2720/3706, 13-15=-2363/3239, 11-13= 1435/2129, 10-11=634/911 WEBS 3-15=-221/355,4-15=183/483,4-13=-705/653,5-13=-1156/1813, 5-11=-1207/874, 6-11=-141/377,7-11=-256/604, 7-10=-1248/944, 8-10= 633/1064 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45tt; L=24ft; eave=6f; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-12 to 3-0-12, Intenor(1) 3-0-12 to 18-7-8, Exterior(2) 18-7-8 to 22-10-7, Interior(1) 22-10-7 to 25-11-8, Exterior(2) 25-11-8 to 30-2-7. Interior(1) 30-2-7 to 35-5-12 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Refer to girders) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 9=759, 1=718. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 OWARNING-yedtydeslgapersmetereand READ NOTES ON TNASANDINCLUDED MREKREFENANCEPAGEMI4>4Z3MV' 1a=le156EFONE USE. ��- Design valid for use only with MBekG connectors. This design is based only upon parameters shown, and 6 for an Individual building component, not a most system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall bullding design. Bracing lncilcoted is to prevent bucNing of individual hum so antl/or chord members only. Addl6onal temporary and permanent bracing MiTek' Is always required for stability antl to prevent collapse with possible personal injury and property damage. For general guidance regarding the fcbrlcotion, storage, delivery. erection and bracing of busses and muss systems, seeANWWII QuelBByy Criteria. DSO-89 and BCSI Balding Component 69M Parke East Blvd. Safety lnformatio avolioble mom Truss Pate Institute, 218 N. Lee Street. Suite 312. Alexandra. VA 22314. Tampa, FL 33610 7 Job Truss Truss Type aty, Ply LOT 34/5418 INDIAN RIVER T79475125 2320_(BFS) All HIP 1 1 Job Reference (optional) Builders Firsttiource (Plant City, FL), Plant City, FL- 33567, Feb 7 2020 MiTek Industries, Inc. Thu Feb 2014:05:30 2020 5x6 5x6 = 3x4 = 5x8 = 2.4 II Scale: 3/16'=1- 3x6 II Sx12 = 2x4 II 9-4-11 17-1-8 22-3-8 27-ti-B 33-11-8 135.7-8 9.4-11 7-8-13 5-2-0 5-8-0 6.0-0 t-&0 Plate Offsets (X,Y)-- [1:0-0-4,0-11-101, [1:0-0-2,0-1-151, [3:0-3-0,0-3-01, [5:0-3-0,0-2-01, [7:0-5-8,0-2-41, [13:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 Cat. DEFL. in (too) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.60 14-16 >709 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.74 14-16 >576 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(CT) 0.41 10 Fiat n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 2261b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Leh 2x4 SP No.32-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 10=1310/0-3-8, 1=1310/Mechanioal Max Horz 1=281(LC 12) Max Uplift 10=-759(LC 12), 1=-718(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-4037/2843, 3-4=-379212662, 4-5=-2924/2186, 5-6=-2680/2104, 6-7=-1947/1593, 7-8=-1351/1043, 8-9— 398/290, 9-10=-1293/939 BOTCHORD 1-16=-2762/3681, 14-16=-2386/3225, 13-14=-1374/2031, 12-13=-762/1175, 11-12=-274/371 WEBS 3-16— 233/371, 4-16=-191/497, 4-14=-660/612, 5-14=-689/1069, 6-14=-657/993, 6-13=-949/802,7-13=-831/1176,7-12= 563/492,8-12=572/938, 8-11=-1166/1022, 9-11=-920/1203 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45h; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-0-12, IntedoT(1) 3-0-12 to 16-7-8, Exterior(2) 16-7-8 to 20-10-7, Interior(1) 20-10-7 to 27-11-8, Extedor(2) 27-11-8 to 32-2-7, Interior(1) 32-2-7 to 35-5-12 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by2-" wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ile uplift at joint(s) except (jt=lb) 10=759, 1=718. 9) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alban[ PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 ,&WARNING -Verily design pondreerssnd READNOTES ON THIS AND INCLUDED MNEKNEFENANCE PAGE MIF74Mnee 1aN3Q015aEFORE USE Design valid for use only with Mnekei connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify Me applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated a to prevent buckling of indivaual truss web and/or chard members only.. Additional temporary antl permanent bracing MiTek' Is always requhed for stablllty, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery. erection and bracing of trusses and truss systems, meANSVIPII Quall C&*eA. 03E-09 and SCSI Building Component 6904 Parke East Blvd.mt Safety Infoaeanovarobie from Truss Plate Instltute. 218 N. Lee Street, Suite 312 Alexandria. VA 22 14. Tampa, FL 33610 Job Truss Truss Type Oty, Ply LOT 34/54/8 INDIAN RIVER T79475126 2320_(BFS) Al2 HIP 7 1 Job Reference o tional Builders FirstSaurce (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 14:05:31 2020 Scale=1:62.8 Sx6 = 3x4 = SxB = Boo 12 5 29 6 30 31 7 _-- 11-10-8 axe II 516 % 2x4 1 5x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]net YES Code FSC2017/TPI2014 CSI. TC 0.99 BC 0.97 We 0.66 Matrix -AS DEFL. in (roc) Well Ud Vert(LL) 0.66 15-17 >647 240 Vert(CT) -0.81 15-17 >523 180 Horz(CT) 0.46 9 n/a n/a PLATES GRIP Mi20 244/190 Weight: 2241le FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 7-1-0 oc bracing: 12-14 SLIDER Left 2x4 SP No.32-6-0 10-0-0 oc bracing: 11-12 WEBS 1 Row at midpt 7-14 JOINTS 1 Brace at Jt(s): 12 REACTIONS. (Ib/size) 9=1310/0-0-8, 1=1310/Mechanical Max Hom 1=281(LC 12) Max Uplift 9=-759(LC 12). 1= 718(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-4041/2908, 3-4=-3792/2714, 4-5=-2956/2237, 5-6=-3426/2588, 6-7=-2418/1900, 7-6— 1164/876, 8-9=-1270/945 BOT CHORD 1-17=-2826/3660, 15-17= 2420/3217, 14-15=-1751/2505, 12-14=-684/1018 WEBS 3-17= 241/379,4-17=-198/503,4-15=-600/575,5-15=-938/1364, 6-15=-820/1211, 6-14=-1116/969,7-14=-1211/1699,7-12=-733/673, 8-12=-790/1159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24N; eave=6ft; Cat. It; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-0.12, Interior(1) 3-0-12 to 14-7-8, Exterior(2) 14-7-8 to 18-10-7, Interior(1) 18-10-7 to 29-11-8, Exterior(2) 29-11-8 to 34-2-7, Interior(1) 34-2-7 to 35-5-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=11a) 9=759, 1=718. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directlyto the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 Q WARNING-Vdtydes/gnparametenan4READNOMS ON MIS AND INCLUDED UIFEKREFERANCE PAGE MX74n.Y.. faille a15 BEFORE USE. Design valid for use only with MnekS connectors. This design 6 based only upon parameters shown, and u for on IndMdual bulltling component not a hues system. Before use, the building designer must verify the oppllcobiliy, of design parameters and properly Incorporate Mir design Into the overall building design. Bracing Indicated is to prevent buckling of lndledual hum web and/or chord members only. Additional temporary and permanent bracing Is always recurred for sootily and to prevent collapse with pomlble personal injury and property damage. For general guidance regarding Me fobticallon, storage. delivery, erection and bracing of trusses and hum systems, seeANSUIPII Quality CMtrda, 0311419 and SCSI Building Component Safely In/armatbnovollable from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. ��- MiTek' 69M Padas East Blvd. Tampa, FL 33610 Job Tens Truss Type , Oty, Ply LOT 34/54/8 INDIAN RIVERE T79475127 2320_(BFS) A13 HIP 1 1 Jab Reference (optional) uhhurers Flrstbource (Elam ully, FL), mant ulty, FL- 33b67, 5.240 a Feb 7 2020 Mil elk Industries, Inc. l nU Feb 20 14:05:32 2020 zi 0 5xfi = 6.00 12 3x4' = 5,S — 5x6 = Scale: 3/16'=1' 11 2x4 11 4x6 = 3x4 = 5xe = 3x6 11 3xfi = 3xB = 3x6 = LOADING (PSI) TCLL 20.0 TCDL 7.0 BCLL 0.0' BCDL 10.0 SPACING- 2-0-0 Plate Gdp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.60 BC 0.72 WS 0.58 Mairix-AS DEFL. Vert(LL) Ven(CT) Holz(CT) in (too) Ildefl Ud -0.22 12-13 >999 240 -0.4212-13 >999 180 0.08 9 n/a r1a PLATES GRIP MT20 244/190 Weight: 209 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-13. 6-10 REACTIONS. (lb/size) 2=1400/0-8-0, 9=1325/0-3-8 Max Hom 2=357(LC 12) Max Uplift 2=-844(LC 12), 9=-765(LC 12) Max Gray 2=1407(LC 17), 9=1325(LC 1) FORCES. (Ib) - Max Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2534/1654, 3-4=-2024/1416, 4-5=-1778/1385, 5-6=-1783/1305, 6-7=-706/622, 7-8=-812/611, 8-9=-1324/990 BOT CHORD 2-15=-1676/2301, 13-15=-1679/2294, 12-13=-1301/1901, 10-12=1069/1552 WEBS 3-13=570/609, 4-13=-215/577, 5-13=295/177, 5-12=-280/340, 6-12=-206/610, 6-10=-1199/849, 8-10=-765/1165 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opst h=25ft; B=4511; L=24ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C EMedor(2) -1-4-0 to 1-8-0, Interior(l) 1-8-0 to 13-0-0, Extedor(2) 13-0-0 to 17-2-15, Interiar(1) 17-2-15 to 32-4-0, Exterior(2) 324-0 to 35-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with anyother live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 2=844, 9=765. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directlyto the bottom chord. Thomas A Albani PE No.39380 M1Tek USA, Inc. FL Cart 6634 69U Parke East Blvd. Tampa FL 33610 Date: February 20,2020 Q WARNING- V rflydeelynpenmeters.d READNOTES ON TNBANDWCLUDEDMREKNEFE NCEPAGEMIP74M I. iDMV1015SUORE USE Or valid for use only withMi connectors. This design Is bored only upon parameters shown, and Is for an Individual building component, not a huss system, Before use, Me building designer must verify Me applkpblllly of design parameters and properly Incorporate Mls design Into Me overall building design. Bracing Indicated s to prevent buckling of lndNidual huss web and/or chord members only.Additional temporary and permanent bracing WOW Is always required for stablllly, and to prevent collapse with possible personal Injury and property damage. For general guldonce regarding Me fabrication, storage, delivery. erection and bracing of trusses and huss systems, seeANSIMII Quality Criteria. DSB-59 and SCSI Balding Component 69N Parke East Blvd. Softly mforma ioric alloble from Truss Plate InsflMe, 218 N. tee Sheet Suite 312. Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Cry, Ply LOT 34/54/8 INDIAN RIVER T19475128 2320_(BFS) A14 HIP i 1 Job Reference (optional) Builders Mrstaource (Plant City, FL), Plant Glty, FL- 33567, 3x6 = 5x6 = 21 3x4 = 5 8.240 a Feb 7 2020 MiTek 22 Skit = Inc. Thu Feb 20 14:05:33 2020 Page 1 L_O?aAi?4gbya0p)aOY7 b71 sl wfzl Ddm 34-40 36-0.0 7-SO 1-8-0� Scale=1:62.9 2x4 II Sx6 = 23 7 a 3x4 = 4x6 = 3x4 = 3x4 = 3x6 = 6x8 = 3x6 = 8-1-3 15-6- 22-8-0 29-9.0 3fi-0.0 8-1-3 7-512 zt-1 zt-I aa.n Plate Offsets (X Y)-- f4:0-3-e 0-241 16:0-4-0 0-3-0] 17:0-3-0 0-2-01 LOADING (psf) SPACING- 2-0.0 CSI. DEFL in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.66 Vert(LL) 0.23 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.3213-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(CT) 0.10 9 rVa n/a BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 2001b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SIP No.2 BOT CHORD WEBS 2x4 SIP No.3 REACTIONS. (lb/size) 2=1400/03-0, 9=1325/0-3-8 Max Horz 2=357(LC 12) Max Uplift 2=-844(LC 12). 9=-781(LC 9) Max Grav 2=1406(LC 17), 9=1325(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2565/1732, 34=2380/1625, 4-5=-2130/1549, 5-6=-1974/1419, 6-7=-1202/885 BOT CHORD 2-15=-1785/2327, 13-15=1392/1881, 12-13=-1581/2196, 10-12=-1184/1638, 9-10=-279/361 WEBS 3-15= 318/412, 4-15=-224/481, 4-13=-184/508, 5-13=-278/256, 5-12=355/377, 6-12=272/594, 6-10=-985/827,7-10=-847/1336, 7-9=-1329/1060 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.OpsY h=25ft; B=45ft; L=24ft; eave=61F Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Intenor(1) 1-8-0 to 11-0-0, Exteriar(2) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 344-0, Exterior(2) 344-0 to 35-104 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members, with BCDL= 10.Opsf. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 It, uplift at joint(s) except Ut=lb) 2=844, 9=781. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 QWANNING-Vedry4eelgnparmnelersan4NEADNOTES ON TN/SANDINCWDEDa1REKNEFENANCEPAGEMb743ree 1dAVIVISDEFORE USE. Design valid for use only with Mireas connectors. this design Is based any upon parometers shaven, and is for an Individual burchg component, not ��- a hum system. Before use, me building designer must verify me applicability of design parameters and propery Incorporate this design Into the overall buiding tleslgn. Bracing Indicated 6 to prevent buckling of Individual hum web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for Stability and to prevent collapse with posablo personal injury and property damage, For general guidance regarding the fabrication, storage. delivery, erection and bracing of musses and hum systems, saeMSUIPl1 Qual ly CrBnle. 11511-09 and IICSI Building Component 69N Parke East Blvd. Safety blfarmaQomvaiiable from Truss Plate Institute. 218 N. Lee Sheet. Suite 312. Alexandrla. VA 22314. Tampa, FL 33610 Job Truss Truss Type , Oty, Ply LOT 34/54/81NDIAN Fit ERE T79475129 2320_(BFS) A15 HALF HIP 1 1 Job Reference (optional) bunaers-mmbource tiviant ury, PL), Plant clty, FL-33567, 8.240a Feb 72020 MiTek Industries, Inc. Thu Feb 2014:05:35 2020 Page 1 1D:FvYOYY7tUw6rKPjtlHoKXz241H-Oi411460XO13Ek9zH71 Yv01wcd9Us0ouaU-7_Y4Ddk 1-4-0 6-4 9-0.0 15.9-0 22-6-0 29-3-1 36-0-0 I1-4.0 6d-1 1 2-7ME fi-9-0 fi-9-0 1 6-&1 I G&15 r Sx6 = 3x4 = 5x6 = 3x6 = Scale=1:62.9 3x4 II 3xfi = BaB = US = 3x4 = 3x6 = 3.4 = 6xB - 9'o-O 18-3-12 26-8-4 36-0-0 9-0-0 9-3-12 &4-B cn-t2 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0],[6:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSL DEFL, in (loc) Udefl Ud PLATES_ GRIP TOLL 20.0 Plate Grip DOL 1.25 TIC 0.67 Vert(LL) 0.30 12 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.4412-14 >988 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.98 Horz(CT) 0.13 9 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 1851b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1Row at midpt 7-9 REACTIONS. (lb/size) 9=1325/0-0-8, 2=1400/0-8-0 Max Horz 2=343(LC 12) Max Uplift 9=-851(LC 9), 2=-846(LC 12) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250.(lb) or less except when shown. TOP CHORD 2-3=-2471/1692, 3-4=-2278/1600, 4-5=-2024/1493, 5-6=-2608/1791, 6-7=-1994/1325 BOT CHORD 2-14=-1731/2169, 12-14=-1882/2602, 10-12=-1736/2463, 9-10=-1138/1603 WEBS 3-14=-281/372, 4-14=-4421/83, 5-14=-782/520, 6-12=-81/263, 6-10=-694/508, ' 7-10=-3811797, 7-9=-1900/1366 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124ni TCDL=4.2psf; BCDL=6.Opsf; h=25tt; B=45ft; L=24ft; save=6ft; Cat. II; Exile C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1.8-0, Intedor(1) 1-8-0 to 9-0-0, Extedor(2) 9-M to 13-2-15, Interior(1) 13-2-15 to 35-104 zone;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurvent 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-M tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=851, 2=846. 8) This tress design requires, that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chard. Thomas A. Alban! PE N6.39380 MiTek USA, Inc. FL Cart 0634 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 Q WARNING-Vsdtyd.,19.peremeteraenOFEADN0WSON MISANDtNCLUD£DMDEKRUENANCEPAGEM67413rev. 100xY2015BEFONEUSE Design valid for use only with M6base ek® connectors. This design B d only upon parameters shown, and 6 for an Individual building component, not a buss system. Before use, the building designer must vetlty Me applicability of design parameters and property Incorporate this design Into Me overall building design. Bracing Indicated is to prevent buckling of individual from web end/or hord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding Me fabricate% storage, delivery, erection and bracing of trusses and hum systems, weANSVWI1 CuWIN CrtteM. D3549 and BC51 Bulding Component 69M Parke East BNd. Safety Infommrionovallable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Thus Truss Type Oly, Ply LOT 34/54/8 INDIAN RIVER T79475130 2320—(BFS) Are Half Hip Girder 1 1 Job Reference (optional) ,,.y. mil, ... 11. 1y. 11 reu r cucu nn i ez muusmes, inc. i nu reD zu 14;=40 LVeU 6xB 4 7z10 = US= US= 4x6 = Scale = 1:62.9 sire = 2.4 II 1.5xa STP = 4x6 = V_ 410 MT20HS = ,.. V. Axis — y, YV 46 =J 'c US — ~L w 7z10 = 5z8 = 4x6 = Axle MT20HS = 7-0.0 134 2 18-9-fi 24-2-10 2&7-14 368-a 3fi.p-0 7-n-n a.b.a 5.4.4 cc-n��e Plate Offsets KY)- [2:0-1-10,Edge1 [3:0-4-6 0-2-8][6:0-5-0 0-4-81 [10:Edge 0-4-121 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grits DOL 1.25 TC 0.67 Vert(L-) 0.51 14-15 >848 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Ved(CT) -0.6014-15 >722 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO W B 0.86 Horz(CT) 0.13 10 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 2351b FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-3: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SPNo.3 WEBS REACTIONS. (Iblaze) 10=2497/0-3-8, 2=2394/0-8-0 Max Horz 2=276(LC 8) Max Uplift 10=-1623(LC 5), 2= 1479(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=4793/2790, 34=-4300/2613, 4-5=-6154/3645, 5-6=E549/3875, 6-7=-5730/3431, 7-8=-3732/2283 BOTCHORD 2-17=-2572/4221, 15-17=-3410/5564, 14-15=-3990/6574, 13-14=-3844/6348, 11-13=-3130/4950, 10-11= 1550/2314 WEBS 3-17=-899/1800,4-17— 1846/1117,4-15=-383/987, 5-15=-696/553, 6-14=-50/391, 6-13=-98ar742,7-13=-613/1247,7-11=-1947/1354,8-11=-1172/2267, 8-10=-3197/2149 Structural wood sheathing directly applied or 2-7-2 oc purlins, except end verticals. Rigid ceiling directly applied or 5-0-2 oc bracing. 1 Row at midpt 8-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional); 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 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 100111 uplift at joint(s) except Qt=lb) 10=1623,2=1479. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 Ib down and 269 lb up at 7-", 87 lb down and 164 Ito up at 9-0-12, 87 lb down and 164 lb up at 11-0-12, 87 Ib down and 164 Ib up at 13-0-12, 87 lb down and 164 lb up at 15-0-12, 87 Ib down and 164 lb up at 17-0-12, 87 Ib down and 164 lb up at 19-0-12, 87 lb down and 164 lb up at 21-0-12, 87 Ib down and 164 lb up at 23-0-12, 87 It, down and 164 lb up at 25-0-12, 87 It, down and 164 Ib up at 27-0-12, 87111 down and 164 lb up at 29-0-12, 87 It, down and 164 Ib up at 31-0-12, and 87 lb down and 164111 up at 33-0-12, and 87 lb down and 164 Ito up at 35-0-12 on top chord, and 290lb down and 165 Ib up at 7-0-0, 66 lb down at 9-0-12. 66 lb down at 11-0-12, 66 lb down at 13-0-12, 66 Ito down at 15-0-12, 66 lb down at 17-0-12, 66 It, down at 19-0-12, 66 lb down at 21-0-12, 66 Ib down at 23-0-12, 66 Ib down at 25-0-12, 66 Ile down at 27-0-12, 66 lb down at 29-0-12, 66111 down at 31-0-12, and 66 lb down at 33-0-12, and 66 lb down at 35-0-12 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 202020 Q WARNING - Verity deslgnpwsmelerssrd READ NOTES ON THISAND HICLUGED MIMEKREFERANCEPAGE 11,167473mi, 70,113,20ISSEFORE USE Design valid for use only with MBe'kO connectors. This design is based only upon parameters shown, and b for on Individual building component, not 0 Mas system. Before use, the building designer mustverify the applicability of design parameters and properly Incorporate this design Into me overall building design. Bracing Indicated is to prevent buckling of lndMdual truss web and/or chord members only. Additional temporary and permanent bracing always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding me fobticatlon, storage, delivery. erection and bracing of trusses and truss systems. seeANSSUIPII Qua I2tlyy CmMo, DSO-69 and SCSI Building Component olla !ably btlamsolbrrnbie from Truss Plate Institute, 218 N. Lee Sheet Suite 312, Alexandria VA 22314, ��- MOW 6904 Parke East Blvd. Tahoe. FL 33610 Job Truss TNss Type Oty, Ply LOT 34/54/81NDIAN RIVERE 2320_(BFS) A16 Half Hip Girder 1 1 ��9 Job Reference o tional Builders Flrstboume (Plant Clty, FL), Plant City, FL- 33567, 8.240a Feb 72020 MiTek Industries, Inc. Thu Feb 2014:05:36 2020 Page 2 ID:ti9dDpNTZKSfgHgk4nw98yB5LS-UuegW 0601iO W Nk9uYnRDa5P1 dDbvpl p74hVV_2jDdj LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-3=-54, 3-9=-54, 2-10=-20 Concentrated Loads (Ib) Vert: 3=-95(F) 17=-290(F) 15=-40(F) 14=-40(F)7— 87(F) 20=-87(F) 21=-87(F) 22=-87(F) 23=-87(F) 24=-87(F) 25=87(F)26=-87(F) 27=-87(F) 28=-87(F)29=-87(F) 30=-87(F) 31=-87(F) 32=-87(F)33=-40(F) 34=-40(F) 35=-40(F) 36=-40(F) 37=-40(F) 38=-40(F) 39=-40(F) 40=-40(F) 41=-40(F) 42=40(F) 43=-40(F)44=-40(F) Q WARNING - Vellfydes/gnperemetels end READ NOTEB ON TNISAND INCLUDED NREKpEF£NANCEPAGEUO.14r4 rev. 14MQV22015BEFOREUSE Deslgn valld for use only with MTeM connectors. lhb design b based only upon parameters shown, and Is for on Individual building component. not a truss system. Before use, Me building designer must verify the applkbblliry of all parameters and properly Incorporate III design Into Me overall building tle9gn. Bracing Indicated b to prevent buckling of Individual now web and/or chord members only. Additlonol temporary and permanent bracing Is always required for slablity, and to prevent collapse wlfh possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems seeANSVTPl1 CuWMy Criteria, 1115529 and SCSI Building Component Safety Infomtntionavollable from Taus Rate Institute. 218 N. Lee Street, Sulte 312. Alexondrlo, VA 22314. �� MiTek' 69N Parke East BNtl. Tempe, FL 33610 Job Truss Truss Type r Qty. Ply LOT 34/5418 INDIAN RIVER T19475131 2320_(BFS) B03 HALF HIP GIRDER 1 7 Job Reference (optional) eunuers ra6laoulaa learn Cdy. FL), riam Gary, FL-J3b6/, 2 8.240a Feb 72020 MiTek ID:FVYOYY7tUw6rKPjtIHoK%z241 H-y4C: 5xa = 1.5x8 STP= 6xe = 2-413 7.0.1 &B-0 Inc. Thu Feb 20 14:05:37 2020 Page 1 r1 ILPY40_R6FGOxJJ W wB2fgE304Ddi Scale=1:26.8 Plate Offsets (XY)-- f2:0-1-0Edge) (3:0-6-0 0-2-B1 LOADING (psQ SPACING- 2-" Cat. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TIC 0.73 Verl(LL) 0.26 6-9 >391 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.21 6-9 >486 180 BCLL 0.0 ' Rep Stress ]nor NO WB 0.23 Horz(CT) -0.01 2 Ida n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MP Weight: 441b FT=20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (Ib/size) 2=45M-4-0, 5=640/0-8-0 Max Horz 2=281(LC 8) Max Uplift 2=-482(LC 8). 5=-608(LC 8)' FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-394/222 BOT CHORD 2-6=-283/276, 5-6= 303/298 WEBS 3-6=-493/577,3-5=-761/772 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 9-1-6 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=6.Opsh h=25f ; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 5) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except jt=1b) 2=482, 5=608. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 98 Ib down and 1751b up at 7-0-1 on top chord, and 2981b down and 165 In up at 7-0-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber lncrease=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-4=-54, 5-7=-20 Concentrated Loads (Ib) Vert: 6=-298(F) 3=-98(F) Thomas A Alban! PE No.36380 MTek USA, Inc. FL Cart 6634 6304 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 Q WARNING - Verity detlen pare metemand READ NOTES ON THISAND INCLUDED M?EKBEFEBANCE PAGE MX7473ree loadva015eEFORE USE ' Design valid for use only with M6ek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a buss system. Before use, the building designer must verity Me applicabillfy of design parameters and properly Incorporate this design Into the overall bullding design. Bracing Indicated is to prevent buckling of IndNldual truss web and/or hard members only. Additional temporary and permanent bracing MiTek' Is always required for stability and I prevent collapse with possible personal injury and property damage. For general guidance regarding the fob6canon, storage, delivery, erection and bracing of busses and truss systems seeANSf/rP11 GuuB1y CM�M, DSBde and aC31 Wldhg Component SaM1ry Nlermelbrrrvoaobletrom Truss Plate ImtlNte. 216 690,1 Parke East Blvd. N. Lee Sheaf, Suite 312. Alexontldo. VA 22314. Tampa, FL 33610 Job Truss Truss Type x OIy, PA=ial) IVERE T79475132 2320_(BFS) C1 Jack -Open 14 Builders FirsilSource (Plant City, FL), Plant City, FL-33567. 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb LOADING (psf) SPACING- 2-M CSL DEFL in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Ved(LL) 0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BOLL 0.0 ' Rep Stress Incr YES We 0.00 HOrz(CT) 0.00 4 rVa n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 ROT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-3/tvtechanical, 2=15a/0-8-0, 4=-15/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1). 2=-226(LC 12), 4=-15(LC 1) Max Gmv 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7,6 PLATES GRIP MT20 244/190 Weight: 5lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearings are assumed to be: , Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except 61=11b) 2=226. Thomas A Alban! PE No.39380 MiTek USA, Inc. FL Cell 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 ,&WARNING-VeritydesiptperametexsanCREADNO7E5 ON 1NISANOINCLUDWMREKREFERANCEPAGEMM17a7amy, 1aa340151BEFORE USE Design valid for use only with MBek® connectors. This design is based only upon parameters shown, and Is for on individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance reg.,dhg the fobricatlon storage, delivery, erection and bracing of trusses and hums systems. meANSVIPI1 Qua0�ssrr Criteria. V3549 and BCSI Buill Component Safety Inforrmafbnavollobie from Truss Note InstltWe. 218 N. Lee Sheet Suite 312, Alexondria. VA MIA. MiTek' Seoul Parke East BNd. Tampa, FL 33610 Job Truss Truss Type I Oty, Ply LOT 34/54/8 INDIAN RIVER T79475133 2320_(BFS) C1P JACK -OPEN 4 1 Job Reference (opt ona11 Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 14:05:38 2020 Page 1 ID:FvYOYY71LJw6rKPj1IHoKXz241 H-OGIRx68ggJge5BtXzFbFXefYtgPX2OoKGJZnbt4Ddh -14-0 o-11-4 1-4.0 0-114 scale =1:7.6 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vorl 0.00 5 >999 180 BOLL 0.0 Rep Stress Incr NE W B 0.00 HGR(DT) 0.00 4 Na Na BCDL 10.0 Code FBC20171rP12014 Matrix -MP Weight: 5lIn FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=-3/Mechanical, 2=158/0-4-0, 4=15IMechanical Max Harz 2=91(LC 12) Max Uplift 3=-6(LC 9), 2= 246(LC 12), 4=-21(LC 17) Max Gray 3=17(LC 12), 2=158(LC 1), 4=37(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; E1p C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 1001Is uplift at joint(s) 3, 4 except 01=11o) 2=246. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33810 Date: February 20,2020 ®WARNING-W, ffYdeslgnpsvm etcrsend REAONOTES ON TNISANDMCLUOEOMOE RUE ANCEPAGEM/74M.r .. 10021?0156EFOPE USE Design valid for use only with MRek@ connectors, this design Is based only upon parameters shown, and Is for on IndlNdual building component. not a huss system. Before use, me building designer must verify me applicability of design parameters and properly Incorporate this dosign Into me overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wJth possible personal Injury and property damage, For general guidance regarding the fabrication, storage, delivery. eviction and bra ing of trusses and huts systems, seeANSUIPII gal yCall Pill and SCSI Bul Componr nt 69N Palle East Blvd. Safety InfonnaBOrpvaliabie from Truss Plate Institute, 218 N. We Sheet, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Thus Truss Type City. Ply LOT 34/54/8 INDIAN RIVER - T19475134 2320_(BFS) C2 JACK -OPEN 2 1 Job Reference (optional) Builders Filstbource (Plant City, FL), Plant City, FL - 33567, 8.240 a Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 14:05:39 2020 Page 1 ID:FvYOYY7tLJw6rKPjtIHoKXz241 H-vTJp8S91bdoViLSkWz6U3sBfyEkcnT2UVTJL7J4Ddg -1-5-10 3-2-14 ' 1-5-10 I 3-2-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (lac) Udell Ud MILL 20.0 Plate Grip DOL 1.25 TC 0.46 Vart(LL) -0.01 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 We n/a BCDL 10.0 Code F13C2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=66/Mechanical, 2=215/0-4-0, 4=33/Mechanical Max Horz 2=154(LC 12) Max Uplift 3=-67(LC 12), 2=-204(LC 12) Max Gmv 3=68(LC 17), 2=215(LC 1), 4=54(LC 3) FORCES. (Ib) - Max. Comp.IMax Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.8 PLATES GRIP MT20 244/190 Weight: 13 lb Fr=20% BRACING - TOP CHORD Structural wood sheathing directly applied or3-2-14 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; Ir24ft; eave=6ft; Cat. II; Exp C; Encl., GCpIl18; MWFRS (directional) and C-C Comer(3)-1-5-10 to 2-9-5, Extenor(2) 2-9-5 to 3-2-2 mne;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3 except at=lb) 2=204. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cad 6034 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 A WARNING -yerftydesf9nParemefereand READNGTES ON THIS AND INCLUUEDAIMSKREFERANCEPAGEM674T9rev. 1001/2mir BEFORE USE Design valid for use only with MBek® connectors. this design Is based only upon parameters shown, and is for an Individual building component not o truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Iralcated B to prevent buckling of Individual I web and/or chord members only, Additional temporary and permanent bracing b always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobricall storage, delivery, erection and bracing of cusses and truss systems, seeANSUIPII Quo'Iryy CMr b, Dsll-59 and SCSI Building Component Safety Informaibrxrvallablecam Truss Plata Institute, 218 N. Lee Sheet Suite 312. Alexandria. VA 22314. �t MiTek' 69%Parke Past Blvd. Tampa, FL M61 a Job Truss Truss Type Oty, Ply LOT 3415418 INDIAN RIVER T19475135 2320_(BFS) C3 Jack -Open 14 1 Job Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 2014:05:40 2020 Page 1 ID:FvYOYY7tLJw6rKPjtIHoKXz241 H-NftBLoAxM=MKVlw4gdjc3kuMe47Wvldkd2u[14Ddf -1-4-0 2-11-4 1-4.0 2.114 Scale = 1:12.7 Plate Offsets (X,Y)— [2:0-4-4,0-0-41 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Ved(LL) -0.00 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Ved(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 12 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=60/Mechanical, 2=195/0-8-0, 4=30/Mechanical Max from 2=152(LC 12) Max Uplift 3=-62(LC12), 2=-183(LC 12) Max Grav 3=65(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or2-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.OpsY h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -14-0 to 1-8-0, Inteaor(1) 1.8.0 to 2-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gap DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This Muss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Bearings are assumed to be: , Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3 except Qt=lb) 2=183. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 ,OWARNING-Venlydes/gnperemetersand READNOTES ON TN/SAND INCLUDED MI ix[REFERANCEPAGEMIF74"ree. 10=2015BEFORE USE Design volld for use only with MltekQ0 connectors, This des gn Is based only upon parameters shown, and If for an Individual bulltling component, not ��- a truss system. Before use, the building designer must vadty the applicability of design parameters and popery Incorporate this design Into ire overall bulltling design. Bracing Indicated 5 to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' k always required for nodally and to prevent collamo with possible personal Injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, maANSVIPII Quo" y CMMe. DBMS mid SCSI Building Component 69M Parke East Blvd. Safety Infotmaflo vc lable from Truss Rate Institute. 218 N. Lee Street Suite 312 Alexonddo. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty, Ply LOT 34/54/8 INDIAN RIVER T19475136 2320_(BFS) C3P JACK -OPEN 4 1 Job Reference o tional Builders Firstaource (Plant City, FL), darn City, rL- 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 2014:05:40 2020 Page 1 ID:FvYOYY7tLJw6rKPjtlHOK)(z241 H-NftBLoAvM=MKVlw4gdjc3kuMe37Wvldkd2u674Ddf -1-4-0 2-11-4 t-0-0 2-11-4 Scale = 1:12.7 2-11-4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (Joe) I/defl i PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.22 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 12 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or2-114 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (I a/size) 3=59/Mechanical, 2=195/0-4-0, 4=30/Mechanical Max Hom 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Gmv 3=59(LC 1), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -Aft forces 250 fib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L--i eavep6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -14-0 to 1-8-0, Interior(l) 1-8-0 to 2-10-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 1001b uplift at joint(s) 3, 4 except (jt=1b) 2=245. Thomas A Albani PE No.39380 Ill USA, Ina FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 A WARNING-Vedfydealgnperametemand READ NOTES ON TNISANO/NCLUDED AUEKREFERANCEPAGEMS-74Tanar, lGM1sd LIMSeEFORE USE. Design valid for use only with MOeW connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �'- a truss system. Before use, me building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent. collapse with possible personal injury and property damage, For general guldonce regarding the fabricotlon, storage, delivery, erection and bracing of trusses and truss systems, seeANfinmil Quality Cmeda, DSS-09 and BC9 Building Component 691M Parke East Blvd. Safsty Informatbrsavoilable from Truss Plate Institute. 218 N. Lea Street, Sulte 312, Alexandria. VA 22314.. Tampa; FL 33610 Job Truss Truss Type , my, Ply LOT 34/54/8 INDIAN RIVER E T19475137 2320—(BFS) C5 Jack -Open 14 1 Job Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, FL-33567, 8.240 a Feb 7 2020 MiTek Industries, Inc. Thu Feb 2014:05:41 2020 Page 1 ID:FvYOYY7tLJw6rKPP]HoKXz241 H-nFIZZBAZ7E2Dyfc6eO8y8HH?62KMFMYmzHoSCBzjDde •1-0-0 4.114 1-0-0 i 4-114 Scale=1:17.6 3rc4 = Plate Offsets (X,Y)— [2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.06. 4-7 >992 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 18lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=262/0-8-0, 4=57/Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-128(LC 12). 2=-196(LC 12) Max Gmv 3=122(LC 17), 2=262(LC 1). 4=86(LC 3) FORCES. (Ib) -Max CompulMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6tt; Cat. II; E)p C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 1-8-0, Interior(1) 1-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed tar a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except jt=1b) 3=128, 2=196. 6) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetreck be applied directly to the bottom chord. Thomas A Albani PE No.38380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 Q WARNWO-Verify dealgnparemmera and READNOTES ON THIS AND INCLUDED MMEKREFERANCE PAGE MIL7473rev. 1N113V2015aEFORE USE. Design valid for use only wlih Mffek® connectors. This design Is based only upon parameters shown and Is for an Individual building component, not a hurt system. Before use, the building designer must verity the cppllcablliry of design parameters and properly Incorporate thus design Into the overall building design. B,acing Indicated is to prevent buckling ofindlviduol hum web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collopse with people personal Injury and property damage. For general guidance regarding the fabrlcanon, storage. delivery, erection and bracing of trustee and inns systems, seeANSURII GUOINT Creedal, DSaA9 and BCSI Building Component Safety mforsectbhpvallable from Truss Plate Institute. 218 N. We Sheet, Suite 312. Alexandria. VA 2214. �.• MiTek' 6904 Pence East Blvtl. Tampa, FL 33610 Truss Truss Type fOty, Ply LOT 34/54/8 INDIAN RIVER r232CL(BFS) C51, Jack -Open q 7 T19475138 Job Reference (Optional) Builders FlrstSource (Plain City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 14:05:42 2020 Page 1 ID:JsZaIDeGZR(H8v5RrDuWlcz9JOoJ2?ymUBBuYA4ZpBJC5fBhUp7FRdvynwBxx?ke4Ddd -1-4-0 4.114 1-4.0 4114 Scale=1:17.6 4-11-4 Plate Offsets (X Y)-- LOADING (pi SPACING- 2-" CSI. DEFL. in (loc) Vdeil Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Ven(LL) 0.14 4-7 >431 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Ved(CT) 0.12 4-7 >490 180 BCLL 0.0 ' Rep Stress ]nor YES WB 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017/rP12014. Matrix -AS Weight: 18 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (Ib/size) 3=114/Mechanical, 2=262/0-4-0, 4=57/Mechanical Max Hom 2=214(LC 12) Max Uplift 3=-145(LC 12), 2=300(LC 12), 4=-81(LC 12) Max Gran, 3=114(LC 1), 2=262(LC 1). 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=24ft; eave=6h; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-10-8 zone; porch left exposedC-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP-No.2 crushing capacity of 565 psi. 5) Refer togirder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joints) 4 except (jt=lb) 3=145, 2=300. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2° gypsum sheetruck be applied directly to the bottom chord. Thomas A. Alberni PE No.39380 MTak USA, Inc. FL Cert 68U 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 OWARNING-Verdy Ees/Snparemete.sind READ NOTES ON TN/SANDINCLUDFDMREKNEFERANCEPAGEM67473rev. 1010=15aEFONE USE. ��- Design valid for use only with MOekO connectors. This design Is bored only upon parameters shown, and Is for on intlivltluol building component, not a hum system. Before use. Me building designer must ved the oppllcoletily of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual hum web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with passible personal in jury and property damage. For general guidance regarding the fobric.1ii storage, delivery. erection and bracing of trusses and hum sysfemx seeMSVIPII CualMy Criteria.DSB-09 and SCSI Mrlditp Component 69N Parke East Blvd. Safety mfomrallo wolloble from Truss Note Institute. 218 N. Lee Sheet, Suite 312, Alexantlda, VA 22314. Tampa, FL a3610 Job Truss Truss Type Day, Ply LOT 34/54/B INDIAN RIVERE T79475139 2320_(BFS) 001 COMMON 3 1 Job Reference a tional _.._,. -.1 ......, r.. ,.,,., ,, .— . — Iwcv n, rea Ilry. .Ilu ICU LV 14:ua:0.] Luzu 3x4 = 5 3xe i 3x8 d 6 6.00 12 20 21 2x4 3 1.Sx8 STP= 19 m 2 dd'1 a 12 23 24 11 10 30 =e 3x4 — 3x6 =3x4 = Scale = 1:39.8 2x4 7 22 8 yy 8 IT b e e 3x4 = Plate Offsets (X Y)-- f5:0-2-0,Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.36 10-12 >713 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.52 10-12 >492 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.35 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 100 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.t WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1030/0-8-0, 8=1030/0-8-0 Max Horz 2=-213(LC 10) Max Uplift 2=-653(LC 12), 8=653(LC 12) BRACING - TOP CHORD SINCIUTSI wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1816/1231, 3-4=-1713/1225, 6-7=-1713/1226, 76=-1816/1231 BOT CHORD 2-12=-930/1724, 10-12=674/1274, 8-10=-972/1578 WEBS 6-10=-354/721,7-10=-259/269,4-12=-355!/21, 3-12=-259/269,4-6=-11361928 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-4-0 to 16-0, Interior(1) 1-8-0to 10-8-0, Exterior(2) 10-8-0 to 13-8-0, Interior(1) 13-8-0 to 22-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pst 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 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (t=lb) 2=653, 8=653. 6) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5— 54, 5-9=54, 12-13=-20, 10-12=60, 10-16=20 Thomas A. Alban! PE No.39380 MTek USA, Inc. FL Cart 0634 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 Q WINNING •Krhrydesrgnperemeeersend READ NOTES ON TNIS AND INCLUDED NmEK REFERANCE PAGE MIP7473 rev. 1,140220156EFOREUSE Design valid for use only will) MI connectors. This design Is based only upon parameters shown and Is for an Individual building component, not �/- ■` a buss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate I design Into the overall building tlesign. Siccing Indicated is to prevent buckling of lndivdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stobllity, and 10 prevent collapse win possible personal Inlury and propertydomcge. For general guidance regarding the fabrication, storage, delivery. erection and bracing of busses and muss systems, seeANSUIPII Quaid Coleco, D3049 and SCSI Willing Component Safety Infomrationavallobie from T. Rate InstimAe. 218 N. Lee Street. Suite 312 Alexandria. VA 22314, 69U Parke East Bled. Tampa, FL 33610 Job Truss Truss Type Cry, Ply LOT 34/5418 INDIAN RIVER T19475140 2320_(BFS) 001A COMMON 3 1 Job Reference (optional) •+••• �_•� ••�•��•••�� v •� •• ^y. •mob r..... p rr-. eeadr, 0.Z4U s red I GUZa mi i ex lnousmes, no. I nu rep zu 14:Ub:44 ZUZU Page I ID:FvYOYY7tUw6rKPjtlHoK%z241 H-FC7iB9DRC90op6LKJWifmwUmFFxsezDfFO60WzjDdb •7-4.0 -7-7 .2 20-10-0 -09I -8 0 13-08833 7 20.9 24-6-00 - I 3x4 = Scale =1:39.3 5 3x4 G/\ 3.8 11 6 6.00 12 2x4 \\ 3 20 2.4 7 21 1.5x8 \ A \// 2 4+ 1 22 23 10 9 3x4 = 3x4 = 3x4 = 3x4 = 4x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 LumherDOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.52 BC 0.87 WB 0.34 Matrix -AS DEFL in Vart(LL) 0.38 Vert(CT) -0.54 Horii(CT) 0.05 (roc) Vdefl L/d 9-11 >667 240 9-11 >463 180 8 Na Na PLATES GRIP MT20 244/190 Weight: 97 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 8=943/0-3-8,2=1013/0-8-0 Max Hom 2=208(LC 11) Max Uplift 8=-528(LC 12), 2=-647(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1783/1228, 3-4=-1678/1217, 6-7=-1593/1218, 7-8=-1698/1223 BOT CHORD 2-11=-1018/1677, 9-11=-718/1216, 8-9=-970/1446 WEBS 6-9=-310/615,4-11=-357f734, 3-11= 267/270,4-6=-1108/927 ' NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=6.Opst h=25ft; B=45f(; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 10-8-0, Exterior(2) 10-8-0 to 13.8-0, Interior(1) 13-8-0 to 20-11-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 5) Provide mechanical cbnnection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 8=528, 2=647. 6) This truss design requires that a minimum of 7/16°structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-8=-54, 11-15=-20, 9-11=-60, 9.12- 20 Thomas A. A@ani PE No.38380 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 A WARNING- Verity design Paramefersand READ NOTES ON THIS AND INCLUDED M/TEKGEFEHANCE PAGEMIP74M rev. macco"BEFOAEUSE ��• Design valid for use only with MmeM connectors. This design Is based only upon parameters mown, and Is for on individual building component, not a less system. Before use, Me building designer must verify Me applicability of design parameters and properly Incorporate this design Into Me overall building design. Bracing Indicated is to prevent buckling of individual hum web and/or Word members only.. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrlcatlOn, storage, delivery, erection and bracing of trusses and truss systems, seeAN3prPl1 Cun Cdfeda, OS549 and Cal Building Component 69N Parke East Blvd. Safety nformalbmvollable from Truss Plate Institute, 218 N. Lee Sheaf. Suite 312. Alexantlrio. VA 22314. Tampa, FL 33610 Job Thus Truss Type Oty , Ply LOT 34/54/6 INDIAN RIVER E T79475141 2320_(BFS) 1:103 Hip 1 1 Job Reference o tional Builders Pirstsource (Plant dry, FL), Plant City, FL-33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 14:05:45 M. 4x6 = 4x6 = 20 21 3x8 = 3x4 = '1"° — 3x4 = 316 = Scale=1:39.1 3-11-15 T41 641-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (Joe) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Ven(LL) -0.16 11-14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.3311-14 >767 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) 0.03 7 Na Na BCDL 10.0 Code FBC2017/rP12014 Matrix -AS. Weight: 961to FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=861/0-8-0.7=861/0-8-0 Max Horz 2=-184(LC 10) Max Uplift 2=-559(LC 12), 7=-559(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1286/960, 3-4=-1077/845, 4-5=9217793, 5-6=-1077/845, 6-7=-1286/960 BOT CHORD 2-11=-688/1192, 9-11=-426/961, 7-9=-714/1116 WEBS 3-11=-352/427,4-11=-224/398, 5-9=-223/399, 6-9=-353/427 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6111; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Extedog2) -"-0 to 1-8-0, Interior(1) 1-8-0 to 8-11-15, Exterior(2) 8-11-15 to 16-6-15, Intedor(1) 16-6-15 to 22-8-0 zone;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 psi bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) All bearings are assumed to be SVP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Ut=lb) 2=559, 7=559. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Thomas A Albani PE No.39300 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 0 WARNING -Verify design parametersenCFlEAO NOTES ON THIS AND WCWDEDMREKNEFERANCEPAGEMIP74mmre 1MXOR)ISBEFORE USE. Design valid for use only with MneR® connectors. This design Is based only upon parameters shown, and a for an individual building component not a truss system. Before use, the building designer must verify Me applicability of design parameters and properly Incorporate this design Into the overall building design. &acing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional tempaary and permanent bracing Is always required for stablllty and to prevent collapse wM Possible personal Injury and property damage. For general guldanceregording Me fabrication, storage, dellvery, erection and bracing of trusses and truss systems, seeANSUIPII CualmRyCdfeda, OSaE9 and SC51 &sltlbg Cemponr nl Safety Nforma6argv flable from Truss Plate Institute, 218 N. Lee Street Sune 312, Alexandria. VA 22314. MiTek' 69M Palle East Bhd. Tampa, FL 33610 Job Thus Truss Type Oty, Ply LOT 3415418 INDIAN RIVER T19475142 2320_(BFS) D04 Hip Girder 1 1 Job Reference o tional train City, FL), rmm Cay, rL-mom, 5.8 = 824US FeD 72020 ID:fkJJky_RiOjdzY sA5R7GgzEMUk B-0 14-0 t I 2x4 I 5xB = 18 19 4 20 21 5 Thu Feb 2014:05:46 2020 Scale = 1:39.1 Ig 3x4 = 2.4 11 JF9 - 3xB = 2x4 II 3x4 = LOADING (psf) SPACING- 2-" TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 CSI. TC 0.77 BC 0.83 WS 0.21. Matrix-MSH DEFL. in (loc) Udefl Ud Vert(LL) 0.16 8-17 >999 240 Vert(CT) -0.20 11-14 >999 180 Horz(CT) 0.07 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 99 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.t 'Except' TOP CHORD Structural mod sheathing directly applied or 2-11-1 Go pur ins. 3-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-13 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1432/0-", 6=143610-8.0 Max Hom 2=-149(LC 6) Max Uplift 2=-938(LC 8), 6=-944(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -A[] forces 250.(I11) or less except when shown.. TOP CHORD 2-3=2546/1530, 3-4=-2470/1618, 4-5=-2470/1618, 5-6=-2555/1543 BOT CHORD 2-11=-1174/2206, 9-11=-1178/2225, 8-9=-1209/2233, 6-8=-1206/2214 WEBS 3-1 1=-108/535,3-9=-367/455,4-9=-39B/469, 5-9=-270/418, 5-8=-106/541 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psY BCDL=6.Opsf; h=25f ; B=45f: L=24f ; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 Get bottom chard live load nonconcurram with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except at=lb) 2=938, 6=944. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 87 It, down and 164 Ile up at 6-11-15, 87 Ib down and 164 lb up at 9-0-11, 87 lb down and 164 Ib up at 10-8-0, and 87 Ib down and 164 lb up at 12-3-5, and 152 Ito down and 301 Ib up at 14-4-1 on top chord, and 290 lb down and 165 Ib up at 6-11.15, 66 lb down at 9-0-11, 66 lb down at 10-8-0, and 66lb down at 12-3-5, and 290 Ib down and 165 Ib up at 14-3-5 on bottom chord. The design/seleGl on of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plq Vert: 1-3=-54, 3-5=54, 5-7=54, 12-15=-20 Thomas A Albani PE No.39360 Concentrated Loads (lb) MTek USA, Inc. FL Carl6634 Vert: 3=-87(F) 5=-95(F) 10=-40(F) 11=-290(F) 9=40(F) 4=-87(F) 8=-290(F) 18=-87(F) 21=-87(F) 22=-40(F) 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 Q WARNING- Ver/ydeslgnparamners.nd READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MIP747J rev. la0ago ;BEFORE USE ' Design yard for use only with MOeM connectors. This design Is owed only upon parameters shown, and Is for on IncMdual building component, not a truss system. Before use, the building designer must verify the applicability of tleslgn parameters and properly incorporate this design Into the overall building design, Bracing Indicated 6 to prevent buckling of lndlAducl Uussweb and/or chord members only.. Additional temporary and pelmonent bracing 6 always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fobricanon. Storage, delivery, erection and bracing of trusses and truss systems. seeANSVTRI Quotly Criteria, DS M9 and 11101 building Component Sabty Infoenationovailable Rom Truss Plate Institute. 218 N. Lee Street Suite 312. Alexandria VA 22314. MiTek' 69N Pence East Blvd. Tampa, FL 33610 Jab - Truss Truss Type Cry r Ply LOT 34154/8 INDIAN RIVER E T79475143 2320_(BFS) E3 JACK -OPEN 2 1 Job Reference (optional) Balloon, Flrsubmince (Plant Illy, I-L), Plant City, FL - 33567. 8.240 a Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 14:05:47 2020 Page 1 ID:FvYOYY7tUw6rKPjtIHoKXz241 H-g7orpBFK14oMga3G eFMOYX4KSOyf411LCFmPrzjDDY Scale = 1:14.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)- Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.24 Ved(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.02 4-7 >999 180 BOLL 0.0 Rep Stress Incr YES WB 0.00 Hoa(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matdx-MP Weight: 141la FT=20% LUMBER - TOP CHORD 2x4 SP No.2 GOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=79/Mechanical, 2=219/0-4-0, 4=41/Mechanical Max Horz 2=174(LC 12) Max Uplift 3=-86(LC 12). 2=-186(LC 12) Max Grav 3=86(LC 17), 2=219(LC 1), 4=63(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. BRACING - TOP CHORD Structural mod sheathing directly applied or 3-8-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vuli 60mph (3-second gust) Vasd=124mph; TCDL=4.2psh, BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 3-7-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3 except at=lb) 2=186. Thomas A. Albani PE No.39380 Mi USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: February20,2020 Q WARNWG.VerifydeslgApenmetersand READNOIES ON MEANDWCLUDEDU? KREFERANCEPAGEMLL74M.Y.. 711031a]SSUORE USE. Design volld for use only With MBel,19 connectors. This design Is based only upon parametersshown. and Is for an IndlNdual building component not �■" a truss system. Before use, me building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall f■ building design. Racing Indicated a to prevent bucltling of individual truss web and/or chord members only.. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seerANSVIP11 QuallBlyV CdfeM, D8549 and BC31 Building Compoa*nt 69N Parke East Blvd.Safety trsfommlbWwalloble from Thus Plate InsStute. 219 N. Lee Street, Suite 312. Mesan trio. VA 22314. Tampa, FL 33610 Job Truss Truss Type OfY r Ply LOT 34/5418 INDIAN RIVER E T79675144 2320_(BFS) E7 JACK -OPEN 40 1 Job Reference (optional) Builders First5ource (Plant Orly, FL), Plant City, FL- 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 14:05:47 2020 Page 1 ID:FvYOYY7tUw6rKPitIHoKXz241 H-g7orpBFKi4oMga3G_eFMOYXv6SJOf4lfLCFmPr4DdY 7-0-0 ]d Scale = 1:23.1 Plate Offsets (XY)-- (2:0-2-10,D-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeB Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(L-) 0.18 4-7 >459 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.20 4-7 >413 180 BCLL 0.0 ' Rep Stress Incr YES WE; 0.00 Horz(CT) -0.01 3 We Na BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 24 lb F7=20% LUMBER- 'BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=169/Mechanical, 2=336/0-8-0.4=81/Mechanical Max Hors 2=278(LC 12) Max Uplift 3=-193(LC 12), 2=-217(LC 12) Max Grav 3=181(LC 17). 2=336(LC 1). 4=122(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=6.Opsf; h=25h; B=45ft; L-2411t; eave=6f; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi'. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 0t=11b) 3=193, 2=217. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112' gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33810 Date: February 20,2020 ,&WARNING-yed/ydeslgnparametarsanEREAD NOTES ON TNISANDINCLUDWMREKREFERANCEPAGEMIL74TJrea. 10,1132015BEFOREUSE, Design valid for use only with Meek& connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not �1 a hum system. Before use, the building designer must verity Me opplacbllity of de.4gn parameters and properly Incorporate I design Into Me overall building design Bracing lndlcated is to prevent bucking Of Individual hum web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stablllty, and to prevent collapse wlM possible personal Injury and property damage. For general guldancefegarding the froalconon. storage, delivery, erection and bracing of trusses and hum systems, seeANSUIPl1 Quality Criteria, DSI409 and SCSI Bidding Component 69" Parke East Blvd. Safety Orformatiorrovallable from Tnrss Plate Institute, 218 N. Lee Street. Suite 31Z Alexandria, VA 22314. Tampa, FL 33610 Job Thus Truss Type .T , Ply LOT 34/54/81NDIAN RIVER E T19475145 2320_(BFS) E7A Jack -Open 1 Job Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 2014:05:48 2020 Page 1 ID:FvYOYY7tLJw6rKPjtlHoKXz241 H-8CMD1XGyTOxDIkeSYMmbw135Zsg00XHoas Jxl4DDX 6-4-0 64-0 Scale = 1:23.0 4.6 II Plate Offsets (X Y)— - 11:0-2-4 0-0-21 - — LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (lac) Vdefl IJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Ved(LL) 0.12 4-9 >627 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Ved(CT) -0.10 4-9 >767 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOR(CT) -0.05 3 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 29 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. SLIDER Left 2x6 SP No.23-6-13 REACTIONS. (lb/size) 1=245/0-8-0, 3=152/Mechanical, 4=67/Mechaniral Max Hom 1=195(LC 12) Max Uplift 1=-74(LC 12), 3=-185(LC 12), 4=-2(LC 12) Max Great 1=245(LC 1), 3=165(LC 17), 4=98(LC 3) FORCES. (lb) -Max. Conip./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3=-265/253 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-3-4 zone;C-Cfor members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live toad 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) Bearings are assumed to. be: , Joint i SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s)1, 4 except Gt=1b) 3=185. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alhani PE No.39380 MiTek USA, Inc. FL Cad 6634 SS04 Parke East Blvd. Tampa FL 33610. Date: February 20,2020 O WARNING- Vvoydn'simpammetersaad READNOTE50N THISAND INCLUDED MmEKREFERANCEPAGEMO.74"rev. l�0158E ORE USE Design valid for use only with Mgelsaconnectors. This design U based only upon parameters shown. and Is for an individual building component, not a muss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate fine design Into the overall building design. Bracing Indicated is to prevent buckling of lndAdual puss web and/or chord members only. Additional temporary and permanent brocing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of hums and taus systems seeANSVIPII Quol ly COMB, DStI-09 and SCSI Building Component Safety Wormafbnovallable from Truss Plate Institute, 218 N. Lee Sheet. Suite 312. Alexandra VA 22314. ��- MiTek' e904 Parke Ent Blvd. Tampa, FL 33610 Jab Truss Truss Type . Oty . Ply LOT 34/54/8 INDIAN RIVER E T79475146 2320_(BFS) E7P Jack -Open 4 1 Job Reference (optional) Builders Fusisource (Ylam Uty, I-L), Plant 11-1.-33b67, 8.240 If Feb 7 2020 MiTek Industries, Inc. Thu Feb 2014:05:49 2020 Page 1 ID:JsZatDeGzRfH8v5RrDuW Icz9JOo-cOwbEtGaE134v1Df63HgTwFOG7L7_WyoWMUMDOW Scale=1:22.6 Plate Offsets MY)- f2:0-3-8,0-1-91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 VeR(LL) 0.19 4.6 >441 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.16, 4-6 >510 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horl -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-AS Weight: 30 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 REACTIONS. (lb/size) 3=146/Mechanical, 2=336/0-4-0, 4=104/Mechanimi Max Horz 2=280(LC 12) Max Uplift 3=-188(LC 12). 2=-367(LC 12), 4=-146(LC 12) Max Gmv 3=148(LC 17), 2=336(LC 1), 4=139(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone; porch left exposed;C,C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearings are assumed to be: , Joint 2 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100111 uplift at joints) except (jt=lb) 3=188, 2=367, 4=146. 7) This truss design requires that a minimum of 7/16°structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Thomas A. Albani PE No:39360 MiTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 ,&WARNING -Verity Ceslgnparimelers.d READ NOTES ON MMANDINCLUDEDMREKREFERANCERAGEMIP74nr v. 1BN320f5BEFORE USE Design valid for use only with Mpelw connectors. This design Is based only upon parameters shown and is for an IntlNltlual building component. not a truss system. Before use, Me building designer must verity the opplicablity, of dedgn parameters and properly Incorporate this design Into the overall building design. Brocing Indicated is to prevent buckling of Individual fuss web and/or chord members only.Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of hussar and truss systems. seeANSVnill QuoIBll1ya. CdtAda. Di and SCSI Building Component Sai mfom ationavallable from Truss Plate Insatute, 218 N. Lee Street Sulte 312 Alexandria. VA 22314. ��- MiTek' 69M Parke East ema. Tampa, FL 33610 Job Truss Truss Type OtY , Ply LOT 34/54/8 INDIAN RIVER E T19475147 2320_(BFS) F03 Common 1 1 Job Reference o bonal Bunue,. nmraumw Imam Oily, FL), rrwn snry, rL -.uaoq 8.240 S Feb 7 2U20 MiTek Industries, Inc. Thu Feb 20 14:05:50 2020 Page 1 ID:FvYOYY7lWw6rKPjtIHoKXz241 H-4aUzSDHC77BxX1 orgnp3OA9XUg0__sOr51ATC0A4DdV US = ax4 II 3x4 = 3x4 = Scale=1:27.2 Ig Plate Offsets (X,Y)-- I4:0-0-8,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.10 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.15 5-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/rP12014: Matrix -AS Weight: 53 lb FT=20% LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=535/0-6-8, 2=613/0-8-0 Max Horz 2=151(LC 11) Max Uplift 4=-297(LC 12), 2=-423(LC 12) FORCES. (Ib) - Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown.. TOP CHORD 2-3=-764/531, 3-4=-765/560 BOT CHORD 2-5=-340/619, 4-5=-340/619 WEBS 3-5=0/325 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=6.Opsf; h=25ft; B=4511; L=24ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 1-8-0, Interior(1) 1-8-0 to 7-4-0, Exterior(2) 7-4-0 to 10-4-0, Intenor(1) 104-0 to 14-6-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcunent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SYP No2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=11b) 4=297, 2=423. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Thomas A Albani PE No:39380 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610. Date: February 20,2020 Q WARNWG- Verify OesJ9nyarameh sand HEAD NOTES ON THM ANDWCLUDEDMDEKREFEHANCEPAGEMM174nrev. 104001110156E 001E USE Design valid for use only with Mnek® connectors. This design Is based only upon parameters shown, and s for an Individual building component, not ��- a truss system. Before use, the building designer must verify Me applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated b to prevent buckling of Individual truss web and/or chord members only.. Addiflonoi temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with passible personal Injury and propertydamage. For general guidance regarding the robricatbn, storage, delivery, erection and bracing of Noses and truss systems seeANSlfiPlt Quo Cdl DSM9 and 9CS1 Building Component 69M Parke East BNd. Sabty mfarmaibmvolloble ham Truss Plate InsflMe. 218 N. Lee Street. Suite 312, Alexondrlo. VA 22314. Tampa, FL 33610 T19475148 Hip Girder -0-0-0 2-0-11 6-11-15 7-8-1 12-3.5 14-EB 2-4-11 47-4 0-8-2 4.7-4 2-3-3 Scale = 1:27.0 US= US= u. n 3x4 - 2x4 3x4 = 2-0-11 6-11-15 7-8-1 12.3.5 14-e-8 2-4-11 4-7-4 0-8-2 4-7-4 2-3.3 Plate Offsets (X,Y)-- 15:Edge,0-1-81 LOADING (fast) SPACING- 2-0-0 CS1. DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.12 7-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.19 7-13 >913 180 BCLL 0.0 ' Rep Stress [nor NO We 0.21 Hom(CT) 0.03. 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight: 58 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=919/0-6-8, 2=992/0-8-0 Max: Horz 2=146(LC 7) Max Uplift 5=-571(LC 8), 2=-695(LC 8) FORCES. (Ib) - Max. Comp./Max: Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1589/1003, 3-4=-1368/988, 4-5=-1591/1002 BOT CHORD 2-7=-768/1352, 6-7= 774/1368, 5-6=-767/1351 WEBS 3-7=-207/508, 4-6=-299/548 BRACING - TOP CHORD Structural wood sheathing directly applied or3-4-11 oc puffins. BOT CHORD Rigid ceiling directly applied or 63-12 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ff; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water parading. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (1t=lb) 5=571, 2=695. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 Ib down and 285 lb up at 6-11-15, and 106 lb down and 171 Its up at 7-8-1 on top chord, and 290 lb down and 181 Ib up at 6-11-15, and 290 lb down and 181 Ill up at 7-7-5 on bottom chord. The design/selection of such connection devlce(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4- 64, 4-5= 54, 8-11=-20 Concentrated Loads (Ib) Vert: 3- 95(F) 4=-87(F) 7=-290(F) 6=-290(F) Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610. Data: February 20,2020 AWARNING -Y neydesl9e m1..m fereandR&AONOTES ONTHISAND WCLUOEDMfTEKREFERANCEPAGEMIFT473rev. IQ=2015BEFOREUSE Dedgn valid for use only with MBekG) connector. This design Is based only upon parameters shown and Is for an Individual building component, not a bsystem. Before use, me building deslgner must verify the appllcobllity, of design parameters and properly Incorporate this design Into ire overall bullding design. Bracing Indicated is to prevent buckling of lndivldoal hum web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent. collapse with possible personal Injury and propedy damage. For general guidance regarding the fabrloatlon, storage. delivery, erection and bracing of humes and truss systems. seeANSU1911 Curds CmMa, DS11-119 and BCS7 Mddlny Component m Safely m/Olmalbnwolloble froTruss Plate Institute. 218 N. Lee Street. Sulte 312. Alexcntlrlo. VA 22314. Wit MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type v Oty , Ply LOT 34/54/8 INDIAN RIVER E 2320_(BFS) GR2 Hip Girder 7 2 T79475149 Job Reference (optional) eueaers rustaource (riam ury, F4), non[ uny, FL- oubbt, 1.5x8 STP=5x6 = 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 14:05:52 2020 ID:FvYOYY7tLJw6rKPj11 HoKXz241 H-O=ktulSXdRfmLyEnCrX5bEtOT4rKGC000yX N-7 7-3-15 H-0-O 3.91 12 4x6 = 46 = a 4 1 I --J59 G741 52-7 1 -05 71321 i 1d7--0n--10 Scale=1:21.3 1.5xB STP= 5x6 = Ip d Plate Offsets [1:0-2-40-0-01 [6:0-3-00-2-91 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.09 10-12 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.13. 10-12 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.32 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 1131b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=3749/0-8-0, 6=3938/0-8-0 Max Horz 1=-81(LC 6) Max Uplift 1=-1849(LC 8), 6=-1925(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or4-6-10 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -Aft forces 250 (Ib) or less except when shown. TOP CHORD 1-2_ 6176/3034, 2-3=-5846/2937, 3-4=-5679/2664, 4-5=-5850/2939, 5-6=E770/3031 BOT CHORD 1-10= 2638/5512, 9-10=-2665/5577, B-9= 2714/5679, 7-8=-2663/5574, 6-7=-2638/5512 WEBS 2-10--A64/941, 3-9=-812/1655, 4-8=-B42/l704, 5-7=-445/907 NOTES- 1) 2-ply truss to be connectedtogether with 10d (0.131'x3°) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6.2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 -1 now, at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25f ; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed fora 10.0 pet bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 1=1849, 6=1925. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1485 lb down and 7351b up at 1-11-4, 14851b down and 735 lb up at 3-11-4. 1293 lb dawn and 627 Ito up at 5-11-4, and 1293 lb down and 627 lb up at 7-11-4, and 1293 It, down and 627 lb up at 9-11-4 on bottom chord. The design/selection of suchconnection 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 (pit) Vert: 1-2=-54, 2-3=-54, 3-4=-54, 4-5=-S4, 5-6=-S4, 1-6=-20 Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 202020 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=3749/0-8-0, 6=3938/0-8-0 Max Horz 1=-81(LC 6) Max Uplift 1=-1849(LC 8), 6=-1925(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or4-6-10 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -Aft forces 250 (Ib) or less except when shown. TOP CHORD 1-2_ 6176/3034, 2-3=-5846/2937, 3-4=-5679/2664, 4-5=-5850/2939, 5-6=E770/3031 BOT CHORD 1-10= 2638/5512, 9-10=-2665/5577, B-9= 2714/5679, 7-8=-2663/5574, 6-7=-2638/5512 WEBS 2-10--A64/941, 3-9=-812/1655, 4-8=-B42/l704, 5-7=-445/907 NOTES- 1) 2-ply truss to be connectedtogether with 10d (0.131'x3°) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6.2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 -1 now, at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25f ; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed fora 10.0 pet bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 1=1849, 6=1925. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1485 lb down and 7351b up at 1-11-4, 14851b down and 735 lb up at 3-11-4. 1293 lb dawn and 627 Ito up at 5-11-4, and 1293 lb down and 627 lb up at 7-11-4, and 1293 It, down and 627 lb up at 9-11-4 on bottom chord. The design/selection of suchconnection 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 (pit) Vert: 1-2=-54, 2-3=-54, 3-4=-54, 4-5=-S4, 5-6=-S4, 1-6=-20 Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 202020 Jab Truss Thus Type r City . Ply LOT 34/54/8 INDIAN RIVER E T79475149 2320_(BFS) GR2 Hip Girder 1 2 Job Reference (optional) Builders Flrst5ource (Plant City, FL), Plant City, FL- 33567, 8.240 s Feb 72020 MiTek Industries, Inc. Thu Feb 20 14:05:52 2020 Page 2 ID:FvYOYY7tWw6rKPItlHoKXz241 H-OzcktuJSXdRfmLyEnCrX5bEtOT4rKGC000yX534DGT LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-1485(F)8=-1293(F) 16= 1485(F) 16=-1293(F) 17=-1293(F) ,&WARNING-VhhYEesfenpammeM..d READ NOTES ON THIS AND WCLUDEDMITEKREFERANCEPAGEMIP74n,v. 1GDSIaI5BEFOREUSE Design valid for use only with MBekO connectors, this design b based only upon parameters shown and is for an Individual building component, not a toss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate fhb design Into the overall building design. Bracing Indicated is to prevent bucking of indNltlual buss web and/or chord members only. Additional temporary and permanent bracing b always required for stability and to prevent collapse with possible personal ln)ury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems seeANSMII Cuallh Crill DSe49 and SCSI Buitlhg Component Safety InbnnaMnmvalloble from Truss Plate Insfil 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. �! ■` MiTek' 6904 Pahe East Blvd. Tampa, FL 33610 Job Three Truss Type . "By. Ply LOT 34/54/8 INDIAN RIVER E 232O_(BFS) GR3 Half Hip Girder 1 2 T19475150 Job Reference (optional) Guilders nrsmouma (Plant ury, FL), Plant cry, FL- 33b67, 8.240 s Feb 72020 MfTek Industries, Inc. Thu Feb 2014:05:532020 Page 1 I:FvYOYY7tUw6rKPltIHoKXz241 H-U9964EK4lwZWOVXQLvMmdpnlytPE3cYXj8AdVzjDdS 11-1-9 14.7.4 2-8-10 3-5.11 5x8 = 2.4 11 5na = Scale =1:30.7 IN 2.4 II TOO = Bxlo = 6 Sze = 1.5xa STP = 1.5x8 STP = 3.6 II 4-4-11 8-415 11-1-9 14.7.4 4-0-11 A-O-0 9-Rtn 15.11 Plate Offsets (X,Y)- [1:0-2-4 Edged [3:0-6-00-2-8] [6:0-4-8 0-1-81 [8:0-3-8 04-121 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.14 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.17 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.83 Horz(CT) 0.02 6 rVa rJa BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight: 1951b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except' BOT CHORD 5-7: 2x4 SP No.2 REACTIONS. (Ib/size) 1=3055/0-8-0, 6=5409/0.74 Max Hom 1=262(LC 8) Max Uplift 1=-1641(LC 8), 6=-2911(LC 5) FORCES. (lb) - Mau. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-6808/3674, 2-3=-5418/2921, 3-4=3566/1921, 4-5=-3566/1921, 5.6=4535/2502 BOT CHORD 1-9=-3462/6045, 8-9=-3462/6045, 7-8=-2747/4960 WEBS 2-9=.534/1061,2-8=-1392/898,3-8=-2407/4363,3-7=-2558/1526, 5-7=-3046/5660 Structural wood sheathing directly applied or 4-8-6 cc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131'x3°) nails as follows: Top chards connected as follows: 2x4 - 1 row at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 04-0 cc. Webs connected as follows: 2x4 -1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASES) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psk BCDL=6.Opsh h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exile C; Encl., GCpl=0.18; MVfFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water pending. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcummt 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) Bearings are assumed to be: Joint 1 SYP No.2 crushing capacity of 565 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb), 1=1641, 6=2911. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2906 Ib down and 1702lb up at 7-1-8, 14941b down and 7541b up at 9-0-12, and 1495 lb down and 7531b up at 11-0-12, and 15001b down and 746 1b up at 13-0-12 on bottom chord. 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 (pit) Vert: 13=-54, 3-5=-54, 1-6= 20 Thomas A. Alban! PE No.39380 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610. Date: February 20.2020 A WARNING - 11.1hy dceo peremetelsandREAO NOTES ON THE AND INCLUDED M/TEKREFERANCEPAGE MIP74M rev. faN32draBEFORE USE Design valid for use only with MnekO connectors. This design Is based only upon parameters shown, and Is for an Indlvldual building component, not ; a hues system. Before use, the building designer must verify the opplicoblllty of design parameters and properly Incorporate this design Into the overall building tleslgn. Bracing Indicated 6 to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication storage, delivery. erection and bracing of Musses and truss systems, seeANSVTPII Quam Quarter. DSM9 and IICSI Budding Component 6904 Parka East Blvd. Safety Infomrallonovallable from Truss Rafe Institute. 218 N. Lee Sheaf. Sulte 312 Alexandria. VA 22 14. Tampa, FL 33610 Job Truss Truss Type . pry . Ply LOT 34/54/8 INDIAN RIVER E T79475150 2320_(BFS) GR3 Halt Hip Girder 1 2 Job Reference (optional) Bullders FrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Feb 72020 MITek Industries, Inc. Thu Feb 2014:05:53 2020 Page 2 ID:FvYOYY7tLJw6rKPjtIHoKXz241 H-U9964EK4lwZ W OVXOLvMmdpnVPE3cYX)8i4dVzj DdS LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 7=-1495(B) 13=-2906(B) 14=-1494(R) 15=-1500(B) Q WARNING-Vexltydeelgn Paremetersend BEAD NOTES ON TNISANDINCLUDEDMR KREFEBANCEPAGEMIA74menv. 14TUZ?aI5BEFORE USE Design valid for use only with MnekO connectors. lhls design is based any upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bulidIng design. Bracing Indicated is to prevent bucNing of individual truss web and/or chord members only., Additional temporary antl permanent bracing M!Tek' G always required for stablllH and to prevent Collapse with possible personal Injury and property damage. For general guidance regarding the fobrlcallon, storage, delivery, erection and bracing of trusses and truss systems seeANSI/IPit QualBv Criteria. DSB-59 and SCSI Building Component 69o4 Pare kEast Blvd. Safety Informatbrpvolloble from Truss Plate Institute, 21B N. Lee Street Suite 312, Alexandria. VA 22 14. Tampa, FL 33SID Job Thus Truss Type Otyi Ply LOT 34/54/8 INDIAN III T79475151 2320_(3FS) H2 Jack -Open Girder 2 1 Job Reference (optional) Builders FirstSouroe (Plant City, FL), Plant City, FL- 33567, Feb 7 2020 MiTek Industries. Inc. Thu Feb 20 14:05:53 2020 Scale =1:9.7 Plate Offsets (X,Y)-- f2:0-0-4,Edoel - --- LOADING (psf) SPACING- 2-" C51. DEFL. in (loc) floor Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 6.46 Vert(L-) -0.00 7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 - Vert(CT) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MP Weight: 9lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=31/Mechanical, 2=183/0-4-6, 4=12(Mechanical Max Horz 2=115(LC 12) Max Uplift 3=-23(LC'9), 2=-211(LC 12) Max Grav 3=33(LC 17), 2=183(LC 1), 4=30(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10;,Vult=160mph (3-second gust) Vasd=124mph; TCOL=4.2psf; BCDL=6.Opsh h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; IvWFRS (directional) and C-C Comer(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcumant with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=211. Thomas A. Albert PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 Job - Truss Truss Type . Oty t Ply NDIAN RIVER E T19475152 [LOT 2320_(BFS) H3 Jack -Open 2 1 (optional) (F6., 04y, ry, r,miwny, rL-3356, 8.240 s Feb 7 2020 MiTek Indusmes, Inc. Thu Feb 20 14:05:54 2020 Page 1 ID:FvYOYY7tLJw6rKPjtlHoKKz241 H-yLjUHaKj3EhNOf6cvct?AOJD?HpnoFmhyoRe9)cdDdR Scale=1:14.3 LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 2% Plate 3rip DOL 1.25 TC 0.47 Vert(L-) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.03 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Horz(CT) -0.00. 3 n/a rVa BCDL 10.0 Code FBC2017/7PI2014 Matrix -AS Weight: 15lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=89/Mechanical, 2=24610-4-3,.4=44/Mechanical Max Hors 2=173(LC 12) Max Uplift 3=-92(LC 12), 2=-216(LC 12) Max Grav 3=89(LC 1), 2=246(LC 1), 4=69(LC 3) FORCES. (lb) -. Max. Comp/Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=611; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) -1-6-2 to 2-8-12, Extedor(2) 2-8-12 to 4-0-5 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except (jt=lb) 2=216. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alban! PE No.39380 Wrek USA, Inc. FL Cart 6834 HIM Parke East Blvd. Tampa FL 33610 Date: February 20,2020 Job Truss Truss Type � r.Uty) P=34/54/8IVERE 2320_(BFS) H7 Diagonal Hip Girder 7 _____ trans tiny, rLl, nuns Illy, rL- 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 14:05:55 2020 BRE Scale = 1:22.8 a Plate Offsets (X V)-- (2:0-2-10 0-0-101 LOADING (psQ SPACING- 2-0-0 CSI. DEFL in (Ioc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.04 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.03 7-10 >999 180 BCLL 0.0 Rep Stress Incr NO W B 0.16 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014. Matdx-MSH Weight: 421le FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4$P N0.2 WEBS 2x4SP No.3 REACTIONS. (lb/size) 4=85/Mechanical,2=300/0-8-0,,5=274/Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-103(LC 8), 2=-344(LC 4), 5=-232(LC 4) FORCES. (Ib) -Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-451/424 BOT CHORD 2-7=-409/391, 6-7=409/391 WEBS 3-6=469/490 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puffins. BOT CHORD Rigid ceiling directlyapplied or 9-1-5 cc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Fxp C; Encl., GCp1=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (1t=lb) 4=103, 2=344, 5=232. 6) Hadger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 60 lb down and 75 lb up at 1-5-12, 60 Ib down and 751b up at 1-5-12, 9 lb down and 100 lb up at 4-3-11, 9 lb down and 100 lb up at 4-3-11, and 22 lb down and 166 lb up at 7-1-10. and 22 Ib down and 166 lb up at 7-1-10 on top chord, and 48 lb up at 1-5-12. 48lb up at 1-5-12, 17 lb up at 4-3-11, 17 It, up at 42-11, and 18 Ile down and 6 lb up at 7-1-10. and 181b down and 61b up at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 14=-54, 5-8= 20 Concentrated Loads (Ib) Vert: 11=150(F=75, B=75) 12=41(F=20, B=20) 13=45(F=-22,'B=-22) 14=5l(F=26, B=26) 15=4(F=2, B=2) 16=-31(F- 15, B=-15) Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 O WARNWG-Vedrydes19rpenmetersand READNOTES ON MISANOINCLUOEOMR REFERANCEPAGEMII-7477 rev. leAYfpfSBEFOREUSE valid for use only with MITek� connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not Nit a buss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Brocing lndcated is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stoblllty and to prevent collapse wish possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems weANial Qualm , CrBeds. DS549 and BCM BWdhp Component 69N Perils East BNtl, Safoty In/ormatbmvallable from Truss Plate Institute. 218 N. Lee Sheet Suite 312. Alaxondrlo, VA 22314. Tampa, FL 33610 JOD Truss Thus Type r nl0ivI Ply LOT 1115418 INDIAN RIVERS 2320_(BFS) H7P Diagonal Hip Girder 2 1 T79475154 Jab Reference (optional) Inans wy, rL1, ream tnry, VL - J3a5/, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 14:05:56 2020 5x6 = Scale=1:22.7 Plate Offsets (X,Y)-- [2:0-0-3 Edael LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.09 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) 0.08 7-10 >999 180 BCLL 0.0 Rep Stress lncr NO We 0.25 Horz(CT) -0.01 5 n/a n1a BCDL 10.0 Code FBC20171TP12014 Matrix-MSH Weight: 42 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4SP No.2 WEBS 2x4SP No.3 REACTIONS. (lb/size) 4=83/Mechanical, 2=300/0-5-11, 5=276/Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-91(LC 8), 2=-505(LC 4). 5=-465(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.. TOP CHORD 2-3=44W715 BOT CHORD 2-7=-680/388, 6-7=-680/388 WEBS 3-7=-284/242,3-6=-475/833 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD. Rigid ceiling directly applied or 6-8-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except (jt=lb) 2=505, 5=465. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 551b down and 75 lb up at 1-5-12, 55 lb down and 75 lb up at 1-5-12, 3 lb down and 1061b up at 4-3-11, 31b down and 1061b up at 4-3-11, and 22 lb down and 1531b up at 7-1.10, and 22 It, down and 153 Ib up at 7-1-10 on top chord, and 24lb down and 48 Ib up at 1-5-12, 24 lb down and 481b up at 1-5-12, 5 Ib down and 13 Ib up at 4-3-11, 51b down and 13 Ib up at 4-3.11, and 18 Ib down and 33 Ib up at 7-1-10, and 18 It, down and 33 Ib up at 7-1-10 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (ph) Vert: 1-4>54, 5-8=-20 Concentrated Loads (Ib) Vert: 11=150(F=75, B=75) 12=41(F=20, 3=20) 13=45(F= 22, B=-22) 14=51(F=26, B=26) 15=4(F=2, B=2) 16=-31(F=-15, B=-15) Thomas A. Albani PE No.38380 MiTek USA, Inc. FL Carl 66U 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 AWARNING- Vdfydesfgnpareruerer4sndREADNOTESONMIS AND WCLUDEDMITEKREFERANCEPAGEMIF7473rev. fasirapt56EFOREUSE. Design valid for use only with Miele® connectors. The design a based only upon parameters shown, and Is for on IncMducl budding component, not a truss system. Before use, the building deegner must verify the applicability, of design parameters and properly Incorporate this c aslgn Into the overall building design. Bracing Indicated is to prevent buckling of lnctvldual muss web and/or chord members only. Addfllonal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses antl truss systems. seeANSV1Pir Quad BByy Ciderin, V3549 and BCSI luldbr n p Compont 69M Parke East Blvd, Safely Nformalbmvalioble from Trust Plate Institute. 218 N. Lee Street, Suite 312. Alexandrlo, VA 22314. Tampa, FL 33610 Jab Truss Truss Type r a City 1 Ply LOT 34/54/B INDIAN RIVER E T19475155 2320_(BFS) K01 Hip Girder 1 1 Job Referenre o 8ona1 aunaers FIr515ource p lam ury, FL), Flans Glty, FL-a3b87, 8.240a Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 14:05:57 2020 Page 1 ID:FvYOYY7tLJw6rKPItIHoKXz241 H.NwPdwcNbM93yt6gBalRiohgslUrz?cj7emglmG4DdO -1-4.0 1-10.73 4.7-5 6.8-11 9-5.3 11-4.0 12-8.0 1-4-0 1-12-: 3 2-8-8 2-1-6 ~ 2-0.8 1-10-13 Scale =1:23.6 3.91 FIT 4x6 = 4x6 = 4 5 20 LOADING (psO TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017ITP12014 REACTIONS. (lb/size) 2=560/0-4-0, 7=560/0-4-0 Max Horz 2=-78(LC 6) Max Uplift 2=-394(LC 8). 7=-394(LC 8) 3x4 = Cat. DEFL in (loc) Vdefl Ud PLATES GRIP TIC 0.18 Vert(LL) 0.03 11 >999 240 MT20 244/190 BC 0.23 Vert(CT) -0.03 9-10 >999 180 WEI 0.05 Horz(CT) 0.01 7 We We Matrix-MSH Weight: 551b FT=20% BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-13 cc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. -All fames 250 (lb) or less except when shown. TOP CHORD 2-3---844/457, 3A---815/538, 4-5=-764/527, 5-6=-815/538, 6-7=-844/457 BOT CHORD 2-12=-3637737, 11-12=-373/736, 10-11=-425/764, 9-10=-3667736, 7-9=-3587737 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10;.Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 lost bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf On the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 crushing capacity of 665 psi. 7) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joint(s) except 61=lb) 2=394, 7=394. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 22 Ito down and 72111 up at 1-10-13. 34 lb down and 88 lb up at 3-8-0. 781b down and 193 lb up at 4-7-5, 78 lb down and 193 lb up at 6-8-11, and 34 lb down and 88 lb up at 7-8-0, and 22lb down and 72 lb up at 9-5-3 on top chord, and 0lb down at 1-10-13. 4lb down at 3-8-0, 31 lb down at 4-7-5, 31 lb down at 6-7-7, and 4lb down at 7-8-0, and 0lb down at 9-5-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3.4=-54, 4-5=-54, 5-6=-54, 6-8=-54, 13-16=-20 Concentrated Loads (lb) Vert: 4=-37(B) 5=-37(B) 12=-O(B) 11=-27(B) 10=-27(B) 9- O(B) 21=-4(B) 22=4(B) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 Q WARNING-Vedry desi1n,,s.1v. end READ NOTES ON THSAND INCLUDED MITEKREFERANCEPAGEMI-7473rev. 100312915BEFORE USE Design valid for use only with M909 connectors. IDls design a based only upon parameters shown. and Is for an IndvIduol building component, not a huss system. Before use, Me building designer must verity the applicability, of design parameters and properly Incorporate this design Into the overall building design, Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Addiflonol temporary and permanent bracing MiTek' 6 always required for stobllity and to prevent collapse with posoble personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erectbn and bracing of trusses and truss systems, seeANIRFri Quapls. CMnb, DS"9 and SCSI Building Component 6904 Parke East Blvd. Safety hdormotbmvollabie from Truss Plate Institute, 218 N. Lee Street. Sulte 312. Alexandre, VA 22314. Tampa, FL 33610 Job Truss Typo s 1,Mtya Ply LOT 34/5418 INDIAN RIVER ET79475156 F 2320_(BFS) P05 Girder 1 1 Job Reference (optional) bUlltlers FlmiSource (PIarA City, FL), Plant City, FL-33567, a 4.10 MT20HS = 2x4 II 8.240 s Feb 7 2020 MiTek Industries, I D:FvYOYY7t W w6rKPjtlHoKXz241 H-r7z?7yND7TE 4x10 MT20HS = Feb 20 14:05:58 2020 3x6 = 20 II '- 3a = 20 11 3x6 = 3-9-4 i 7-00 10-0-0 73-0.0 I 16-2-12 20.0-0 3-2-12 3.0.0 3-0-0 &2-12 3-9.4 Scale =1:36.9 -Plate Offsets (X Y)-- [2:0-0-0 0-0-21 [3:0-7-8 0-2-41. [5:0-7-8 0.2-41 [6•Edge 0-0.2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Ver(LL) 0.33 8-17 >732 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) 0.26 8-17 >911 180 MT20HS 1871143 BCLL 0.0 Rep Stress [nor NO WB 0.22 Horz(CT) -0.10 6 n/a n/a BCDL 10.0 Code FBC2017/7PI2014 Matrix-MSH Weight: 941b FT=20% LUMBER - TOP CHORD 2x4 SP No.1 *Except* 3-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1413/03-8, 6=1415/0-3-8 Max Hoa 2=149(LC 7) Max Uplift 2=-1885(LC 8). 6=-1889(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3- 2507/3321, 3-4=-2340/3278, 4-5=-2340/3278, 5-6=-2512/3332 BOT CHORD 2-11=-2778/2171, 9-11=-2811/2193, 8-9=-2820/2196, 6-81 WEBS 3-11=-805/582, 3-9=-482J342, 4-9=-282/353, 5-9- 390/324, 5-8=-805/582 BRACING - TOP CHORD Structural wood sheathing directly applied or2-11-10 oc puffins. BOT CHORD Rigid ceiling directly applied or 3-0-4 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDLL.0psf; h=25tt; B=45tt; L=24ft; eave=4N; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 3 = 0%, joint 5 = 0 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 rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its Uplift at joint(s) except (jt=lb) 2=1885, 6=1889. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 133 Its down and 209 Ile up at 7-0-0. 152 Ib down and 203 Ib up at 9.0-12, and 152 Ile down and 203 Ib up at 10-11.4, and 168 Its down and 3251b up at 13-0-0 on top chord, and 331 Ib down and 555 He up at 7-0-0, 99 Ile down and 123 Ile up at 9-0-12, and 99 He down and 1231b up at 10-11-4. and 331 Its down and 555 Ile up at 12-11d on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 12-15=-20 Concentrated Loads (lb) Vert: 3=-92(B) 5=-99(B) 11=-331(B) 8=-331(B) 18=-92(B) 19=-92(B)20=-84(B) 21=-84(B) Thomas A. Albani PE No.39380 MTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 AWARN/NG-VedfydeegnP4r4mefersanCREADNOTESONDIISANDINCLUDED MREKREFERANCEPAGEMIP74M.m..f0=015aEFOREUSIL Design valid for use only with MnekO connectors. This design 6 based only upon parameters shown, and Is for an Individual building component, not �� o buss system. Before use, the buliding designer must verify the applicability of design parameters and pmpeey, Incorporate this design Into the overall bullding design. Bracing Indicated 6 to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collopse with passible personal injury and property damage. For general guidance regarding the fobricaflon, storage, delivery. erection and bracing of trusses and truss systems seeANSVIPII Quality C4brlo. D61-09 and 6CSI Building Component 69 W Perks East Blvd. Sahty Informatbrvavollable from Truss Plate Institute, 218 N. Lee Steel, Suite 312. Alexoncirla, VA 22314. Tampa, FL 33610 Job Truss Truss Type f r� rory6 Ply LOT 34/54/B INDIAN RIVERE T19475157 2320_(BFS) P06 Hip 1 7 Joh Reference o tional Builders rrrsrSource (Plant uity, FL), Plant City, FL - 33567, 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 14:06:00 2020 Page 1 ID:FvYOYY7tUw6rKPjt[HoKXz241 H-nV41YOPTe4R W kaZmFt_POHZ72ij W CtjZKkuyNb4 DDL -1-4-0 6-3-6 9-'o 11-0-0 13-8-10 20-0-0 21-4-0 1-4.0 6-3-6 2-8-10 2-0-0 2-8-10 6.3.6 1-4-0 a 416 = 4x6 = 4x6 = 5xB W B= 4x6 = 3x4 = 3x4 = Scale = 1:36.9 �m d Plate Offsets (X Y)-- [4:0-3-e 0-2-41 15:0-3-8 0-2-41 LOADING (psQ SPACING- 2-0-0 Cat. DEFL in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.53 9-17 >455 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) 0.44 9-17 >548 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.35 Hom(CT) -0.03 7 n/a rUa BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 94 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=812/0-3-8, 7=812/0-3-8 Max Ho¢ 2=-184(LC 10) Max Uplift 2= 960(LC 12), 7=-960(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1182/2217; 3-9=-971/2059, 4-5=-824/1865, 5-6=-971/2059, 6-7— 1182/2217 BOTCHORD 2-11=-1855/1022,9-11=-1497/824,7-9=-1881/1022 WEBS 3-11=.328/597,4-11=.873/338,5-9=-873/338, 6-9=,328/597 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=258; B=45ff; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Extedor(2) 9-M to 15-2-15, Interior(1) 15-2-15 to 21-4-0 zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water panting. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 2=960, 7=960. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: February 20,2020 QWARNING-Verlry Cesl9eparamefere.d RJSAONOTE90N MIS AND/NCLUDEDMNEKBEFERANCEPAGEM 7473mv. fNDY1ar56EFORE USE Design valid for use oNy with MOeIdD connectors. This design a posed only upon poramaton, shown, and is for an Individual building component, not ��- a huss system. Before use. the building designer must verJy the applicobllity, of design parameters and properly Incorporate mis design Into the overall bullding design. Bracing Indicated 6 to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- kalwaysrea lred for stablllN and to prevent collapse with possible personal Injury and property damage. For general guldonceregording the fabrlcotion. storage, delivery, erection and braclag of busses and truss systems, weANSVD'll Quality Cdfeda, D3e419 and SCSI Buatlbp Component 69M Parke East Blvd. Safety lnfermaBorWolloble from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type t rr mry4 Ply LOT 34/54�INDIAN.1.1,IVERE T19475158 2320_(BFS) PB1 PIGGYBACK 6 1Job Refere bUldere I-IISMODme (Plant Idly, FL), Plant Gay, FL- 33567. 3x4 = US = 8.240 s Feb 7 2020 MiTek Industries, Inc. Thu Feb 20 14:06:01 2020 Page 1 ID:FvYOYY7tUw6rKPj11HoKXz241 H-Fre7lz06POZNLj BypbVeyV6T05AnxPUjZOeVv1 zjDdK 3x6 = Scale=1:14.B Plate Offsets (X Y)-- f2:Edge 0-0-41, f3:0-2-0 Edgel (4:Edge 0.0-41 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Gdp COL. 1.25 TIC 0.20 VerI n/a - n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress ]nor YES W B 0.00 Horz(CT) 0.00 5 Na n(a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 20 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural Wood sheathing directly applied or 6-0-0 Be puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 7-4-0. (lb) - Max Horz 1=-58(LC 10) Max Uplift All uplift 1001b or less atjoint(s) 1, 5 except 2=-21l(LC 12), 4=-211(LC 12) Max Gray All reactions 2501b or less at joint(s) 1, 5 except 2=301(LC 17), 4=293(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-164/255, 3-4=-164/255 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ff; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 2=211, 4=211. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Thomas A. Aftiml PE No.39380 MiTek USA, Inc. FL Cert $834 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 OWARNING-Veritydes/9n Pmamerersand READ NOTES ON MSANDtNCLUDEDM?EKREFERANCEPAGEMIP74M.v. 1e10131o15BEFOREUSE Design volld for use only with MiTek® connectors. This design k based only upon parameters shown, and a for an IntlMdual building component, not a tans system. Before use. Me building designer must verify the appllcobllity of design parameters and properly Incorporate this design Into the overall adding design. Brocing lndlcated is to prevent buckling of individual hues web and/or chord members only. Addltlonal temporary and permanent bracing MiTek' Is always required for stabllity, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, dolvery. erection and bracing of basses and truss systems. seeANSVml1 Duality Cmn1o, DSBA9 and BCSI BuldylD Component 69N Parke East Blvd. Sally Infoonalbmavallable from Truss Bate Inantuta. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Thus Truss Type A •r Gtyl Ply LOT 3415418 INDIAN RIVER T79475159 2320_(BFS) P82 Piggyback 2 1 Job Reference (optional) Builders RrstSource (Plant City, FL), Plant City, FL- 33567. 8.240 s Feb 7 2020 MIT& Industries, Inc. Thu Feb 20 14:06:02 2020 6.00 12 3x4 = 3x4 = 3x0 = 3x4 = Scale v 1:15.1 Plate Offsets (X Y)-- (3:0-2-0 0-2-81 f4:0-2-00-2-8f LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdetl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(L-) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) rVa - n/a 999 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 6 n/a n/a BCDL. 10.0 Code FBC2017/1PI2014 Matrix-R Weight: 191b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=-6717A-0, 6=-67/7-4-0, 2=310/7-4-0, 5=310/7-4-0 Max Harz 1=-29(LC 10) Max Uplift 1=-105(LC 3), 6=-105(LC 3), 2=-140(LC 9). 5=-136(LC 8) Max Gmv 1=2(LC 9), 2=313(LC 21), 5=313(LC 22) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-274/496, 3-4= 233/460, 4-5=-274/496 BOT CHORD 2-5=-364/233 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 9-9-9 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=6.Opsf; h=25ft; B=45f; L=24tt; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18;.MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 1=105, 6=105, 2=140, 5=136. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Thomas A. Alban! PE No.39380 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 20,2020 AWARNING-Veil"desl9nparametersandREAONO7E5ON7NIs AND INCLUDEDMflEKNEFEBANCEPAGE MIN4la"" fafeBEFOREUSE De9gn valid for use only with Mnek4+J connectors. This design is based only upon parameters shown, and Is for an Individual building component, not ��- a buss system. Before use, the building d..Qner must vetlty Me app1lccb1l`v of tleslgn parameter and properly Incorporate this design Into the overall building d.o n. "..Ing the cereals'. prevent bucklingoflndN.dual buss web antl/or chord members only. Ad".m. smnamary and permanent bracing MiTek' a always requk.. for srobNty antl to prevent collapse AIM pass.... personal injury antl properly domog.. For general 0" a nce.......no th. 69M Parke East Blvd. too ricanan, storage, do"., erection andbracing of h,-.s antl truss systems. s-Zmltaj tape,I Cmnta, DSMli and BC'sl Mdbp Compon..I Tampa, FL 33610' p set ty lnfnnratbfysvart ble from Truss Plata Ins"'. 218 N. Lee Sfren. Suite 3,2. Al... "la, VA 22 1,. . Symbols PLATE LOCATION AND ORIENTATION 14- 1374 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-In-sixteenths. Apply plates to both sides of truss and fully embed Teeth. I For 4 x 2 orientation, locate plates 0-"Pe from outside edge of truss. This symbol Indicates the required direction of slots in connector plates. Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension Is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION by text by symbol shown and/or by text In the bracing section of the output. Use T or I bracing If Indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section Indicates joint number where bearings occur. Min size shown is. for crushing only. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate. Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System I 6-4-8 I dimensions shown fitssixteenths t III (Drawings not To scale) JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCI(INISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-131 1, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MTek® All Rights Reserved MTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, Is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing. Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3.. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at Joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design B not applicable for use with fire retardant, preservative treated; or green lumber. 10. Camber Is a non-structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purl)ns provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 tt, spacing. or less, if no ceiling is installed, unless otherwise noted., 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17, Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.