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HomeMy WebLinkAboutTrussgr ,YY ur b _ e b r , _ TRUSS END DETAIL I f i I 0.VMBCm OtlBtKV1f a p n F s� °it , i � i 9 1EE11£IGIi, k r3 is t i 5 b ...�........, ...:� I r m capes . s >v it • ppp .. .. .- 5 - V in w sm wa i .._ W3T9 1f E t a FGa Y B - it ' r IL _ ti9 0 rr ig,t ua^ rr tT4w- aw Ja E' CITY "NGER SCHEDULE 1 Juice . t THD25 1 THD26-2 -- t THDH283 t THD4BL aaa asr I g aL Ll Vp LUMBER C., LLC 2820 Kirby Cir. NE, Palm Bay, Fl. 329D5 Phone. ( 321 ) 409-SM Fur: ( 321) 409-9803 "" Signature of this document acknowedges that the client has reviewed this Rios placement diagram in its entirety and is in agreement with the following items, including but not limited tre AJ The client is responsible to verify the accuracy of information submitted for use in design, fabrication, and scheduling. Any labor, material. or time delay incurred from inadequate or incorrect information supplied from the cfientwill beat the dient's expense. j &) Design Criteria: The client acknowledges that the trussdesign criteria muted on this Rum x' placement diagram meetsor«ceeds the design criteria specified by the building designer, engineer of record, and local and state building requirements.„. C.). fabriwbon and Delivery: Lim approved truss placement diagram must be returned to the truss manufacturer before fabrication and delivery will be sscheduled. It is the client's iesponsiblllty to otordinatedelrvery, dates with the truss manufacturer. The client shall provide a marked location for delivery, which must be accessible, level, and dear otmaterial and debris, in Neu of this, tresses wit be delivered in the best available location atour driv sdiscretion. Cmandhand&tgufthetrusses 608owing 31very is the responsibilty, of the client a C, 0.) krstallation & Bracing: BCS12008 ( Building Component Safety Information) WTCA / TPI a. guidefines shall be followed when handling, installing, and bracing trusses, Tempuraryard/or n permanenttaacing and blocking is rest included in the wss package. Trusses shall bebraced to 4 F prevent rotation and provide lateral stability in accordance with the requirements specified in the u construction doannents for the budding and on the inl&vidmi thus design drawings. Theovemll ) stability of the truss system is the responsibility ofthe built ingdesigmr. E) Field Framing; 3.) Tray ceilings and other mifingimnsitions may require field framing by other. 2.) Ceiling drops and valleys not shown areto be fold framed by other. 3.) Overhangs may beaver length -cutto fit infield. Overhangs are 20 or2x6-no blocking sappied. Cwnerjackswillbe square cut and hip jacks will be double beveled E) Repairs: Tnnambned problems are to bereported to the trussmanufacturer ASAP, preferably inwriting. DO NOT CUTAWTRL65ES before wntacing the true manufacturer with speufics of the problem. Any field modi&aLmumade withOUt an emoneered repair drawing will be the responsibility ofthecUent. No bad charges or Crane charges ofany kirdwill be ampeted, unless specifically approved in welting by the trussmamtfacturer's management G.) This Truss placement diagram was not created by an engineer, rather by Tibbetts Lumber Co. LLC staff, and is purely to be used as an installation guide and does not require a seal. Trussdeisgn am s are on the Truss Design Drawings which maybe sealed b the Truss i lya gn gs ss Design Engineer. Y V � ram Laad; Roof Lad; I esa Dad, 40 TCLL, Z TOOL, 0 WLL, 511COL, Ga.. fAO 3M rat, ail TCU- 7 TCM, 0 RCLL. 10 SCOL; D., 12t Deagb check i for 10 W mm.canourara LL a W. Design ereeaxi M 10 cast mrobnarma LL m OC. foci k Engineering Exposure C Building Code : FBC 2017 Mean Hilt. : 25 ASCE 710 Bldg. Cat. : II TPI 1-2014 Importance Factor : 1.0 Truss Design : C & C Enclosure : Enclosed a ce Uplift Cafe. :MWFRS Emry :Exposed to Wind K Wind Speed : 160 mph US Lanai : Exposed to Wind q ;. ROOF CRITERIA FLOOR CRITERIA T.C. Pitch 8 / 12 G B.C. Pitch 0 / 12 Depth 24 a T.C. Size 2x4 Spacing 24 Heal Hgt 43118" Bearing Block Cantilever 0 Vapa bamwbetween flaor8 concrete by olberc Floe"."d b.0 314`9 oriel wpsa. Okka. by aMas.&etl,ing fix tleNtl d lahadar by Overhang 16` odd space cow tmawa..ad'Unw, as am.d spacing 24" o.c. YP. ROOF HANGER: THD26 TYP. FIR. HANGER: THD46 THD26 Oty M THD46 Qty m 3 THD26-2 Qty N TH048 Qty THDH28-2 Qry 6 THOH48 City U a D THDH263Qly " THDH410City z 0 F THD28 Oty. c SKH26 L/R F? G _. Ir.etall Avgms pttmanubmm's guideincs. All cM,ceeNna aM ti. dognz gberthan Wg to 9iNer bu55 ae la be sDo[A.d cad .'Plied by ulnas Approved by: 72eI2-- 63 2 .I Desired delivery date: REVIEWED FOR,! r"+ a ;ODE COMPLIANCE Approval Date: �. LU � CAE CiOVN `a 1' BOCC �/, o Reaction UpWI Reaction UpIiO Reaction UpIiR XX xx 7 xx xx 13 XX xx 1m XX 8 xx xx 14 %X XX - xx xx 9 xx xx 15 xx R jXX XX 70 xx xx 16 xX xx ur k xz _ xx 1M1 xx xx 17 XX xx i xx xx 12 xx xx tiMp r Only points listed above have reaction > 5000 or Upfift > 1000 & ; Values shown on sealed design drawings supersede the above. AM 0i ent : MKS Carrst. z w Project SquathBo tJ i AtN#ess: 7466 Legends Dr:, Pon at. Lucie. FL � Mil Date, IMials, Description Date: 9Y18/2020 Designer: ON <" Project # 508895 „A as ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. a MiTek® rt RE: 509895 - MITek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: MKS CONSTRUCTION Project Name: SQUADRITO RES. Model: Tampa, FL 33610-4115 Lot/Block: - Subdivision - Address: 7466 LEGENDS DR., - City: PORT ST. LUCIE State: FL. Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design. Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: 65.0 psf " This package includes 86 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T21307134 Al 9/15/20 15 T21307148 CJ3 9/15/20 2 T21307135 A2 9/15/20 16 T21307149 CJ5 9/15/20 3 T21307136 B1 9/15/20 17 T21307150 D1 9/15/20 4 T21307137 B2 9/15/20 18 T21307151 D2 9/15/20T,�'_.;s,,,_. 5 T21307138 B3 9/15/20 19 T21307152 EA 9/15/20 6 T21307139 B4 9/15/20 20 T21307153 E.12 9/15/20 7 T21307140 B5 9/15/20 21 T21307154 EJ4 9/15/20 8 T21307141 B6 9/15/20 22 T21307155 EJ5 9/15/20 L' 9 T21307142 B7 9/15/20 23 T21307156 EJ6 9/15/20 10 T21307143 B8 9/15/20 24 T21307157 EJ7 9/15/20 i Jr uc,� yJ ptirrr 11 T21307144 69 9/15/20 25 T21307158 F1 9/15/20 flC,i is-r ..-, 12 T21307145 C1 9/15/20 26 T21307159 F2 9/15/20 13 T21307146 C2 9/15/20 27 T21307160 F3 9/15/20 14 T21307147 CA 9/15120 28 T21307161 F4 9/15/20 This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Tibbetts Lumber Company -Palm Bay. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. t� 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 ANSIrrPI 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 properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. `J%N1111111grr� ���SR P., %%4. G E IV No 22839 Z. STATE OF go k/ • Waiter P. Firm PE No.22839 MiTek USA, Inc. FL Celt 6634 6M Parke East Blvd. Tampa FL 33610 Date. September 15,2020 Finn, Walter 1 of 2 i :IMA&711s�•F� MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: MKS CONSTRUCTION Project Name: SQUADRITO RES. Model: - Lot/Block: - Subdivision: - Address: 7466 LEGENDS DR., - City: PORT ST. LUCIE State: FL. No. Seal# Truss Name Date 29 T21307162 F5 9/15/20 30 T21307163 F6 9/15/20 31 T21307164 F7 9/15/20 32 T21307165 F8 9/15/20 33 T21307166 F9 9/15/20 34 T21307167 F10 9/15/20 35 T21307168 F11 9/15/20 36 T21307169 F12 9/15/20 37 T21307170 F13 9/15/20 38 T21307171 F14 9/15/20 39 T21307172 F15 9/15/20 40 T21307173 FG1 9/15/20 41 T21307174 FG2 9/15/20 42 T21307175 FG3 9/15/20 43 T21307176 FG4 9/15/20 44 T21307177 FG5 9/15/20 45 T21307178 FG6 9/15/20 46 T21307179 FG7 9/15/20 47 T21307180 FG8 9/15/20 48 T21307181 HA 9/15/20 49 T21307182 HJ2 9/15/20 50 T21307183 HJ3 9/15/20 51 T21307184 HJ4 9/15/20 52 T21307185 HJ5 9/15/20 53 T21307186 HJ6 9/15/20 54 T21307187 K1 9/15/20 55 T21307188 K2 9/15/20 56 T21307189 K3 9/15/20 57 T21307190 K4 9/15/20 58 T21307191 K5 9/15/20 59 T21307192 K6 9/15/20 60 T21307193 K7 9/15/20 61 T21307194 K8 9/15/20 62 T21307195 L1 9/15/20 63 T21307196 L2 9/15/20 64 T21307197 L3 9/15/20 65 T21307198 L4 9/15/20 66 T21307199 L5 9/15/20 67 T21307200 L6 9/15/20 68 T21307201 L7 9/15/20 69 T21307202 L8 9/15/20 70 T21307203 L9 9/15/20 71 T21307204 1-10 9/15/20 72 T21307205 L11 9/15/20 73 T21307206 L12 9/15/20 74 T21307207 L13 9/15/20 75 T21307208 L14 9/15/20 76 T21307209 L15 9/15/20 77 T21307210 L16 9/15/20 78 T21307211 M1 9/15/20 79 T21307212 MG1 9/15/20 80 T21307213 N1 9/15/20 81 T21307214 N2 9/15/20 82 T21307215 V1 9/15/20 83 T21307216 V2 9/15/20 84 T21307217 V3 9/15/20 85 T21307218 V4 9/15/20 No. Seal# Truss Name Date 86 T21307219 V5 9/15/20 2 of 2 It Job Truss Type Qty THIUPSGIRDER T21307134 509895 Al 1 [ly n L Job Reference (optional) w�oua wwuc, t,uuiNai ry, rana oay, ....... 0.000 s JUI LL LULU MI I eK Inuustnes, mc. I ue oep 1D lz:0/:1f0 zuzu Yage 1 ID:Z86d6nQ7glXZV6481XsxR3ymbkx-R29XaXoP8ENgQsJkOyxldULmV7KuACpyQvRYaydNx_ rt-4-0 5-0-0 6.7-8 11-8-6 16915 21-10-3 26-11-2 32-0-0 33-7-8 38-7-6 39-11-8 5-0.14 5-0-14 5-0.14 5-0-14 1-7-e 5-0.0 1-4-0 Scale=1:67.3 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 6.00 1_ 2 6x6 2x4 II NAILED 4x8 = NAILED 7x8 NAILED 4x8 - NAILED 7x8 = NAILED 6x8 = Special 3 4Z -29 --$O5 31 �32 8 33 .3,4 7 35_ 36_ 8 37- 3L ?39 10 iiil"i ii ii iM441M, ii ii `N�ii ii �'w `i 5 - � ---a���urinin�..�ni�ni---•,n�inan�inraca�ili�in----�in�in�inru imi im'001 o A RE - 21 20 19 18 17 15 14 40 41 42 43 44 45 46 16 47 48 49 50 5113 3x6 = 2x4 II 3x8 = NAILED 5x6 = NAILED 3x8 = NAILED 2x4 II 4x10 = NAILED 3x6 II 3x4 = Special NAILED NAILED NAILED NAILED NAILED 3x6 = NAILED NAILED NAILED Special NAILED NAILED 3x6 = FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. 33-7.8 6-7-8 11-BE 16-9-5 21-10-3 25-11-2 31-11-5 32-9-0 38-7-8 5-0.14 5-0.14 5-0-3 0-011 1-7-8 Plate Offsets (X,Y)- [3:0-3-0,0-2-71,[6:0-4-0,0-4-8j,[8:0-4-0,0-4-8j,[10:0-3-0,0-2-7l,[19:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.52 18-19 >733 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.34 18-19 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(CT) -0.10 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 435lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 .Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 1-3,10-12: 2x4 SP No.2 2-0-0 oc purlins (6-0-0 max.): 3-10. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-7-10, 14=0-7-10, 11=0-7-10 Max Horz 2=145(LC 6) Max Uplift 2=2123(LC 8), 14=5170(LC 8). 11=1253(LC 17) Max Grav 2=1695(LC 1), 14=4226(LC 1). 11=1553(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3218/3980, 3-4=-3589/4552, 4-5=3583/4544, 5-6=4626/5855, 6-7=4626/5855, 7-8=271/451, 8-9=281/462, 9-10=3080/2554, 10-11=3596/2972 BOT CHORD 2-21=3406/2829, 20-21=3391/2818, 19-20=5744/4710, 18-19=5744/4710, 17-18=3807/3132, 15-17=3807/3132, 14-15=3649/4596, 13-14=3649/4596, 11-13=2639/3349 WEBS 3-21=270/235, 3-20=1809/1475, 4-20=499/579, 5-20=1272/1564, 5-19=282/324, 6-18=-463/537, 7-18=2053/1661, 7-17=311/343, 7-15=3192/3962, 8-15=346/370, 9-15=5397/4363, 9-14=4021/4861, 9-13=2306/1954, 10-13=1374/1659 NOTES- 1) 2-ply truss to be connected together with I Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except 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; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=85ft; L=69ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2123 lb uplift at joint 2, 5170 lb uplift at joint 14 and 1253 lb uplift at joint 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. D6dt1IG9161L60'b tes 3-1 Od (0.148"xT) or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walhr P. Finn PE No.2=19 MTak USA, Inc. FL Cart 8834 6904 Parke East Blvd. Tampa FL 33810 Date: September 15,2020 ® WARNING - Vedfy design panameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW prevent Is always, required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPlt Quality Criteria, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307134 509895 Al HIP GIRDER 1 n rJobReference L (optional) i iuueru L.11- wmPany, rani nay, rL - otaua, t3.33U s JUI zL ZU2U mi I eK Inaustnes, Inc. I ue S NOTES- ep 1 b 12:37:03 2020 Page 2 ID:Z86d6nQ7g1XZV6481XsxR3ymbkx-R29XaXoP8ENgQsJkOyxldULmV7KuACpyQvRYaydNx 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 244 lb down and 281 lb up at 5-0-0, and 244 lb down and 281 lb up at 33-7-8 on top chord, and 168 lb down and 256 lb up at 5-0-0, and 168 lb down and 360 lb up at 33-6-12 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=l.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=54, 3-10=54, 10-12=54, 22-25=20 Concentrated Loads (lb) Vert: 3=59(F) 10=59(F) 21=167(F) 18=39(F) 6=59(F) 17=39(F) 7=59(F) 13=167(F) 28=59(F) 29=59(F) 30=59(F) 31=59(F) 32=59(F) 33=59(F) 34=59(F) 35=59(F) 36=59(F) 37=59(F) 38=59(F) 39=59(F) 40=39(1=) 41=-39(F) 42=39(F) 43=39(F) 44=39(F) 45=39(F) 46=39(F) 47=39(F) 48=39(F) 49=39(F) 50=39(F) 51=39(F) ®WARNING =Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/12=0 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component,not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTew is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tress Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Al Job Truss Truss Type Qty Ply I T21307135 509895 A2 HIP 1 1 Jab Reference (optional) rrbbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 1512:37:04 2020 Page 1 ID:Z86d6nQ7g1XZV6481XsxR3ymbkx-vEjvnspluXWh1OuwxfSGAiuuhvQ9dc?zB4e?30ydNwz r1-4-0 7-0-0 13-1-14 19-3-12 25 5 10 31-7-8 38-0 0 U4-0 7-0-0 6-1-14 6-1-14 6-1-14 6-1-14 6 4 8 Scale=1:66.2 6x8 MT20HS 3x4 = 5x6 = 3x4 = 5x6 = 6x6 = 12 11 3x6 = 5x6 = 5x6 = 3x4 3x6 II 31-7-8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TC 0.92 BC 0.86 WB 0.66 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Vdefl L/d -0.15 10-11 >999 360 -0.33 10-11 >999 240 0.06 9 n/a n/a 0.28 13-20 >294 240 PLATES MT20 MT20HS Weight: 180 Ib GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-12 cc purlins, BOT CHORD 2x4 SP No.2 except WEBS 2x4 SP No.2 *Except* 2-0-0 cc purlins (3-11-15 max.): 3-7. 3-13: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-12 cc bracing. SLIDER Right 2x4 SP No.2 -H 1-6-0 WEBS 1 Row at midpt 4-13 REACTIONS. (size) 9=Mechanical, 2=0-7-10, 13=0-7-10 Max Harz 2=175(LC 11) Max Uplift 9=542(LC 12), 2=573(LC 22), 13=1282(LC 12) Max Grav 9=1004(LC 1), 2=59(LC 9), 13=2249(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=886/1534, 3-4=574/1276, 4-5=10381933, 5-6=1923/1611, 6-7=1400/1293. 7-9=1659/1337 BOT CHORD 2-13=1 333/909,12-13=-486/635, 11-12=1193/1668, 10-11=1455/1950, 9-10=1021/1418 WEBS 3-13=1000/866, 4-13=2174/1512, 4-12=404/811, 5-12=833/758, 5-11=184/368, 6-10=714/506, 7-10=1811472 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=85ft; L=69R; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 5-6-13, Interior(1) 6-6-13 to 7-0-0, Exterior(2) 7-0-0 to 16-9-2, Interior(1) 16-9-2 to 31-7-8, Exterior(2) 31-7-8 to 38-0-0 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chard 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 chard and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 542 lb uplift at joint 9, 573 lb uplift at joint 2 and 1282 lb uplift atjoint 13. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Waiter P. Finn PE NoIM9 MiTek USA, Inc. FL Cart 6634 6904 Parkli East Blvd. Tampa FL 33610 Date: September 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall buckling individual truss members only. Additional temporary and permanent bracing MiTek building design. Bracing Indicated is to prevent of web and/or chord 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, see ANSt/rP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 niI Job Truss Truss Type City Ply 1 T21307136 I 509895 B1 Hip Ginter 1 1 Job Reference (optional) JI Ibbetts Lumber company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MTek Industries, Inc. Tue Sep 1512:37:05 2020 Page 1 ID:Z86d6nQ7g1XZV648IXsxR3ymbkx-NQHI?CgffreYfAT7VN VjvQ87JsvM6i6QkOYbSydNwy -1-0-0 5-0-0 77 H 10-15 14-&11 18A-0 2ON 25.4-0 2611 r 1-0-0 5-0-0 2-0-0 3-95 3-9-5 3-9-5 2-0-0 5-0-0 Scale=1:45.6 Special 5x6 —_ NAILED NAILED Special NAILED 3x4 = NAILED 3x4 = NAILED 5x6 — 3x8 = 3x8 = NAILED NAILED 6x6 = NAILED NAILED 3x8 — 3x8 = Special 7-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 `Except` 4-7: 2x6 SP No.2 BOT CHORD 2x4 SP SS WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-7-10, 9=0-7-10 Max Horz 2=191(LC 23) Max Uplift 2=1256(LC 8), 9=1256(LC 8) Max Grav 2=2066(LC 29), 9=2066(LC 30) NAILED 124" Special CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.62 Vert(LL) 0.28 12 >999 240 MT20 244/190 BC 0.51 Vert(CT)-0.3412-13 >903 240 WB 0.50 Horz(CT) 0.11 9 n/a n/a Matrix -MS Weight: 136lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc puriins, except 2-0-0 oc purlins (3-6-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 4-5-11 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3973/2310, 3.4= 3850/2283, 4-5=3381/2039, 5-6= 4205/2486, 6-7=3381/2039, 7-8=3850/2283, 8-9=3974/2310 BOT CHORD 2-13=1909/3623, 12-13=2270/4198, 11-12=2263/4166, 9-11=1909/3480 WEBS 3-13=283/288, 4-13=707/1408, 5-13=1089/686, 5-12=0/294, 6-12=0/294, 6-11=1088/686, 7-11=707/1409, 8-11=284/288 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=4.2psf, BCDL=6.Opsf; h=25ft; B=85ft; L=69ft; eave=8ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads. 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 1256 lb uplift at joint 2 and 1256 lb uplift at joint 9. 7) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. 8) "NAILED" indicates 3-10d (0.148"x3') or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 327 lb down and 337 lb up at 7-0-0, and 327 lb down and 337 lb up at 18-4-0 on top chord, and 409 lb down and 247 lb up at 7-0-0, and 409 lb down and 247 lb up at 18-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=54, 4-7=54, 7-10=54, 14-17=20 This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considero signed and sealed and the signature must be verified r' on any electronic copies.. Walter P. Finn PE No.22839 Mt rak USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: September 15,2020 ;ontinued on page 2 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI I-7473 rev. 5119=20 BEFORE USE ' Design wild for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 oftrusses and truss systems, see ANSIRPIf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SatW information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 y i. Job Truss Truss Type City Ply T21307136 509895 B1 Hip Girder 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 15 12:37:05 ZOZO Page 2 ID:Z86d6nQ7g1XZV648tXsxR3ymbkx-NQHI?CgffreYfAT7VN VjvQ87JsvM6i6QkOYbSydNwy LOAD CASE(S) Standard Concentrated Loads (Ib) Vert:4=128(B) 7=128(B) 12=61(1]1) 13=381(B) 5=114(B) 6=114(B) 11=381(B) 20=114(B) 21=114(B) 22=114(B) 23=61(B) 24=61(B) 25=61(B) 26=61(B) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a miss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' building design. prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS177P11 Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 1 Tampa, FL 36610 F 1 i Job Truss Truss Type Qty Ply T21307137 509895 82 Hip 1 1 Job. Reference (optional) rooers Lumber Company, ralm nay, FL - 6zuub, 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 1512:37:06 2020 Page 1 ID:Z86d6nQ7gl XZV6481XsxR3ymbkx-rcggCYrHQ9mPHK2J34VkF7zE6i8k5fKFfO757vydNwx 1-0 0 6-0-0 9-0-0 164-0 19� 0 254-0 26� 0 1 0 6-0-0 7-4-0 3-0-0 600 1�-0 5x6 = 5x6 = Scale=1:45.6 4x4 = 5x8 = 3x4 = 3x4 1 25-4-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20171TP12014 CSI. TC 0.93 BC 0.72 WB 0.10 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft L/d -0.14 10-13 >999 360 -0.30 10-13 >999 240 0.05 7 n/a n/a 0.14 10-13 >999 240 PLATES GRIP MT20 244/190 Weight: 120lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc pudins, BOT CHORD 2x4 SP No.2 except WEBS 2x4 SP No.2 2-0-0 oc purlins (2-2-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 5-5-6 oc bracing. WEBS 1 Row at midpt 5-10 REACTIONS. (size) 2=0-7-10, 7=0-7-10 Max Harz 2=238(LC 11) Max Uplift 2=609(1-C 12), 7=609(1-13 12) Max Grav 2=1009(LC 1), 7=1009(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1625/1379, 3-4=1430/1256, 4-5=1234/1177, 5-6=1433/1259, 6-7=1626/1379 BOT CHORD 2-10=-1039/1482, 9-10=740/1233, 7-9=1045/1418 WEBS 3-10=325/424, 4-1 0=1 95/414, 5-9=221/414, 6-9=325/423 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=85ft; L=69R; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 5-6-13, Interior(1) 5-6-13 to 9-0-0, Exterior(2) 9-0-0 to 26-1-2, Interior(1) 26-1-2 to 26-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 20.0psf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been Will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 609 lb uplift at joint 2 and 609 lb uplift at electronically signed and joint 7. sealed by Finn, Walter, PE 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. using a Digital Signature. Printed copies of this document are not considergd signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI I-7473 rev. 51192020 BEFORE USE. Design valid for use only with MITek®connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing WeW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and buss systems, see ANSVrP/1 Qualify Criteria, DSB-89 and BCSI Builc9ng Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36810 K h r Job Truss Truss Type City Ply T21307138 509895 B3 Hip 1 1 Job Reference (optional) I IDDeUS LUmDer Company, t-alm tjay, rL-sZ`JUO, 5x6 = 5X6 = 6.J3U s JUI ZZ ZUZU MI I eK mrlustnes, Inc. I ue Sep 15 lz:31:0f ZUZU Page 1 184-0 25.4-0 Scale=1:45.6 3x4 = 3x4 = 5x8 = 2x4 II 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.11 10-11 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.22 10-11 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.14 11-14 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (size) 2=0-7-10, 7=0-7-10 Max Hoe 2=284(LC11) Max Uplift 2=609(LC 12), 7=609(LC 12) Max Grav 2=1025(LC 17), 7=1017(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1649/1295, 3-4=1693/1589, 4-5=1053/1036, 5-6=1259/1111, 6-7=1639/1310 BOT CHORD 2-11=967/1578, 10-11=549/1111, 9-1O=985/1404, 7-9=985/1404 WEBS 3-11=427/622, 4-11=714/800, 5-10=316/388, 6-10=542/598 PLATES GRIP MT20 244/190 Weight: 128 lb FT = 20% Structural wood sheathing directly applied or 3-11-0 cc puffins, except 2-0-0 cc purlins (5-7-1 max.): 4-5. Rigid ceiling directly applied or 5-1-9 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=85ft; L=69R; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 5-6-13, Interior(1) 5-6-13 to 11-0-0, Exterior(2) 11-0-0 to 24-1-2, Interior(1) 24-1-2to 26-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 609 lb uplift at joint 2 and 609 lb uplift at joint 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. m 0 Ia This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Waiter P. Finn PE No.22639 MTok USA, Inc. FL Cart $634 6904 Parka East Blvd. Tampa FL 33610 Data: September 15,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5n9=0 BEFORE USE ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftmsses and truss systems, see ANSIVTF11 Quality Criteria, DSB-89 andBCS/ Building Component 6904 Parke East Blvd. SafetylMomratlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 2 Jab Truss Truss Type Qty Ply T21307139 509895 B4 Common 7 1 Job Reference (optional) ..�aLAM ..a, w,liNa, y, ream oay, r� - acauo, 8.33U s Jul 22 zuzu mi I eK Industries, Inc. Tue Sep 15 12:37:08 2020 Page 1 ID:Z86d6nQ7g1 XZV6481XsxR3ymbkx-n7yQdEsXymO7WeCiAVXDKY2auWsJZVcY6icCCnydNwv -1-4-0 6-0-0 12-8.0 194-0 25-0-0 26-8-0 1-0-0 6-0-0 6-8-0 6-8-0 6-0 0 1-0--0 Scale = IA9.9 4x6 = I� 0 4x4 = NAILED 5x8 = NAILED 3x4 = 4x4 = NAILED B-7-8 16-8-8 25-4-0 8-7-8 P-111 P-717 Plate Offsets (X,Y)— (9:D-4-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.20 8-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.32 B-15 >936 240 BCLL 0.0 ' Rep Stress Incr NO WE 0.37 Horz(CT) 0.04 6 n/a nle BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.09 8 >999 240 Weight: 118lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 6-8-13 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-7-10, 6=0-7-10 Max Harz 2=321(LC 11) Max Uplift 2=609(1-C 12), 6=609(LC 12) Max Grav 2=1073(LC 1). 6=1073(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1762/1248, 3-4=1547/1139, 4-5=1547/1139, 5-6=1762/1248 BOT CHORD 2-9=950/1686, 8-9=-422/1021, 6-8=993/1549 WEBS 4-8=364/728, 5-8=453/557, 4-9=364/728, 3-9=-453/557 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (&second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.0psf; h=25ft; B=85ft; L=69ft; eave=8ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 5-6-13, Interior(1) 5-6-13 to 12-8-0, Exterior(2) 12-8-0 to 19-5-4, Interior(1) 19-54to 26-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 609 lb uplift at joint 2 and 609 lb uplift at joint 6. This item has been 6) Load case(s) 1, 25 has/have been modified. Building designer must review loads to verify that they are correct for the intended use electronically signed and of this truss. sealed by Finn, Walter, PE 7) "NAILED" indicates 3-10d (0.148"x3") or 3.12d (0.148"x3.25'1 toe -nails per NDS guidlines. using a Digital Signature. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Printed Copies Of this LOAD CASE(S) Standard Except: document are not considered 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signed and sealed and the Uniform Loads (plf) signature must be verified Vert: 1-4=54, 4-7=54, 10-13=25(F=5) on an electronic copies. y p 25) User defined: Lumber Increase=1.25„ Plate Increase=1.25 Uniform Loads (plf) Walter P. Finn PE NoM39 Vert: 1-4=14(F), 4-7=14(F), 10-13=60(F) MTek USA, Inc. FL Cert WN 6904 Parke East Blvd. Tampa FL 33810 Date: September 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5I1942020 BEFORE USE ' Design valid for use only with MTek®connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!TeW 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, see ANsbTPH Quality Criteria, DSB-89 and BCS! Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type City Ply T21307140 509895 Pssu Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 15 12:37:09 2UZU Page 1 ID:Z86d6nQ7gl XZV6481XsxR3ymbkx-GB Worat9j48_8nmukD2StlboawB1 IvciLMMmkEydNwu 1-0 0 7-0.0 11-0 0 14-4-0 18-0 0 25�4-0 26 8 0 J r 1 + 7-0-0 4-0-0 3-4-0 40-0 7-M r I 5x6 = 5x6 = Scale=1:45.6 3x4 = 3x4 = 5x8 = 2x4 II 3x4 = 254-0 Ih 0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.11 10-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.22 10-11 >999 240 BCLL 0.0 Rep Stress [nor YES WB 0.57 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.14 11-14 >999 240 Weight: 128lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-0 cc purlins, BOT CHORD 2x4 SP No.2 except WEBS 2x4 SP No.2 2-0-0 cc purlins (5-7-1 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 5.1-9 cc bracing. REACTIONS. (size) 2=0-7-10, 7=0-7-10 Max Harz 2=284(LC 11) Max Uplift 2=609(LC 12), 7=609(LC 12) Max Grav 2=1025(LC 17), 7=1017(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1649/1295, 34=169311589, 4-5=1053/1036. 5.6=125911111. 6-7=1639/1310 BOT CHORD 2-11=967/1578, 10-11=549/1111, 9-10=985/1404, 7-9=985/1404 WEBS 3-11=-427/622, 4-11=714/800, 5-10=316/388, 6-10=542/598 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=85ft; L=691t; eave=Bft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 5-6-13, Interior(1) 6-6-13 to 11-0-0, Exterior(2) 11-M to 24-1-2, Interior(1) 24-1-2 to 26-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 20.0psf 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. This item has been 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 609 lb uplift at joint 2 and 609 lb uplift at joint 7. electronically signed and 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,202C WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119=20 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Additional temporary and permanent bracing Mew building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. 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, see ANSIRPII Quality Criteria, DSB-89 andBCS1 Building Component 6904 Parke East Blvd. Satetyfnlarmatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 rl- Job Truss Truss Type Qty Ply T21307141- 509895 66 Roof Special 1 1 T Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 1512:37:10 2020 Page 1 ID:Z86d6nQ7glXZV6481XsxR3ymbkx-kO4A2wuoUNGrbCL4lw2hQzS gKVm1OCrZO5JGgydNwi 1 4 0 6.0-0 9 0 0 13 0 0 14�-0 18� 0 264-0 26 8-p 1 4 0 64]-0 3-0-0 4410 1-8 0 343-0 7-M ri g 0 4x4 = 5x6 = 4x4 Scale=1:46.4 3x4 - 5x8 = 3x8 = 2x4 II 3x4 = 9.0-0 i 1441-0 i i 0 25-4-0 9-0-0 5A0 a.A.n 7-n-n Plate Offsets (X,Y)— [2:D 2-10,0-1-81,[4:0-3-0,0-2-01,[12:0-4-0,0-3-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.14 12-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.30 12-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.13 10-18 >999 240 Weight:131 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (size) 2=0-7-10, 8=0-7-10 Max Horz 2=276(LC 11) Max Uplift 2=609(LC 12), 8=609(LC 12) Max Grav 2=1009(LC 1), 8=1009(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1631/1283, 3-4=1428/1172, 4-5=1212/1060, 5-6=1215/1122, 6-7=1262/1097, 7-8=1641/1250 BOT CHORD 2-12=971/1510, 11-12=779/1290, 1 D-1 1 =953/1405, 8-10=953/1405 WEBS 3-12=353/458, 4-12=335/461, 5-11=636/634, 6-11=854/967, 7-11=559/524 Structural wood sheathing directly applied or 3-9-10 oc purlins, except 2-0-0 oc purlins (5-0-10 max.): 4-5. Rigid ceiling directly applied or 5-7-11 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vufl=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=85ft; L=69ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 5-6-13, Interior(1) 5-6-13 to 9-D-0, Extedor(2) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 14-8-0, Exterior(2) 14-8-0 to 21-6-13, Interior(1) 21-6-13 to 26-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pat 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 609 lb uplift at joint 2 and 609 lb uplift at joint 8. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE NoI2839 Mirk USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33810 Date: September 15,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119=20 BEFORE USE. Design valid for use only with Mrrekda connectors. This design Is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible.personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20501 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307142 509895 B7 Roof Special 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MTek Industries, Inc. Tue Sep 15 12:37:11 2020 Page 1 ID:Z86d6nQ7g1XZV6481XsxR3ymbkx-CaeZFGvQFhOiN5wHsd4wyAg6FjsfmsB_ogrsp6ydNws -1'-0 , 7-0-0 11 0-0 1410 18 4-0 254-0 26 8-0 1 4 0 ' 7-0-0 4 0 0 3-B-0 3�-0 7-0-0 1� 0 Scale = 1:46.4 4x4 = 3x4 = 3x4 = 5x8 = 2x4 II 3x4 = LOADING (psf) SPACING- 2-0A CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.11 10-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.24 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Wind(ILL) 0.16 11-14 >999 240 Weight: 123lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins, BOT CHORD 2x4 SP No.2 except WEBS 2x4 SP No.2 2-0-0 oc purlins (4-10-12 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 5-1-7 oc bracing. REACTIONS. (size) 2=0-7-10, 7=0-7-10 Max Harz 2=276(LC 11) Max Uplift 2=609(LC 12), 7=609(LC 12) Max Grav 2=1009(LC 1). 7=1009(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1636/1210, 3-4=1376/1188, 4-5=1253/1071, 5-6=1273/1076, 6-7=1638/1239 BOT CHORD 2-11=859/1450, 10-11=1067/1617, 9-10=942/1402, 7-9=942/1402 WEBS 3-11=151/435, 4-11=354/293, 4-10=744/755, 5-10=759/921. 6-10=542/533 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=85ft; L=69R; eave=8ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extericr(2) -1-4-0 to 5-6-13, Interior(1) 5-6-13 to 7-0-0, Exterior(2) 7-0-0 to 11-0-0, Interior(1) 11-0-0 to 14-8-0, Extedor(2)14-8-0 to 21-6-13, Interior(1) 21-6-13 to 26-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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-&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 609 Ito uplift at joint 2 and 609 Ito uplift at This item has been joint 7. electronically signed and 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wafter P. Finn PE No.22839 MTTek USA, Inc. FL Cert 8634 6804 Parke East Blvd. Tampa FL 338110 Date: September 15,2020 ® WARNING -Verify design parameters and READ NOTES ON THS AND INCLUDED MTEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and proper incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely/nformallon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 509895 68 Raof Special 1 1 T21307143 r �w 1 Job Reference (optional) ^,.,.., ....,^r=• •�, —y' ��, Md M s JUI 22 2UZU MITek Industries, Inc. Tue Sep 15 12:37:12 2020 Page l ID:Z86d6nQ7g1XZV6481XsxR3ymbkx-gmCxTcv2O?WY?FVTPLc9VODJ17D9VC181KaQLZycINwr 9-0-0 14� 0 18-4-0 25A-0 26 8-0 1�0 5�0 4-0-0 560 3S0 7-0-0 140 Scale = 1:46.4 4x4 = 3x4 = 2x4 II 3x4 = 5x8 = 2x4 II 3x4 = 5-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2017/TPI2014 CSI. TC 0.71 BC 0.59 WB 0.74 Matrix -MS DEFL. Vert(L-) Vert(CT) Horz(CT) Wind(LL) in (too) Udefl Ud -0.11 10-11 >999 360 -0.22 10-11 >999 240 0.06 7 n/a n/a 0.16 10-11 >999 240 PLATES GRIP MT20 244/190 Weight: 126 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-2 cc purins, except BOT CHORD 2x4 SP No.2 2-0-0 cc purlins (3-10-12 max.): 34. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or4-10-8 cc bracing. REACTIONS. (size) 2=0-7-10, 7=0-7-10 Max Horz 2=276(LC 11) Max Uplift 2=609(LC 12), 7=609(LC 12) Max Grav 2=1009(LC 1), 7=1009(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1723/1295, 3 4=2164/1726, 4-5=1282/1041, 5-6=1272/1100, 6-7=1637/1220 BOT CHORD 2-12=982/1560, 11-12=982/1553, 10-11=1456/2145, 9-10=919/1401, 7-9=919/1401 WEBS 3-11=582/798, 4-11=329/385, 4-1 0=1 160/1019, 5-10=676/859, 6-10=544/501 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vut=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=85ft; L=69ft; eave=8ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 9-0-0, Interior(1) 9-0-0 to 14-8-0, Exterior(2) 14-8-0 to 21-6-13, Interior(1) 21-6-13 to 26-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 609 lb uplift at joint 2 and 609 lb uplift at This item has been joint 7. electronically signed and 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considerea signed and sealed and the signature must be verified on any electronic copies. Water P. Finn PE No.22339 MTak USA, Inc. FL Cart $634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ®WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19R02D BEFORE USE ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Qualify Criteria, DS049 and BCSI Building Component 6904 Parke East Blvd. Safety lydormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307144 609895 B9 Roof Special Girder 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 1512:37:13 2020 Page 1 ID:Z86d6nQ7gl XZV6481XsxR3ymbkx-8zmJgxwgnlePcP4fz2701 bIVmXYOEkfHG_Kzt7ydNwq -1-4-0 3-0-0 7-0.0 11-0-0 14-8-0 18 4 0 25-4-0 26 8-0 1-0-0 4-0-0 4.0-0 3-8-0 3-8-0 7-0-0 4-0 Scale = I A6.6 4x4 = 0 I� Sx4 = 3x4 = 3x8 ll 8x10 = 5x8 = 2x4 ll 3x4 = Special NAILED 3.0.0 7-0-0 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip OOL 1.25 Lumber DOL 1.25 Rep Stress [nor NO Code FBC20171TPI2014 CSI. TC 0.64 BC 0.68 WB 0.44 Matrix -MS DEFL. Vert(L-) Vert(CT) Horz(CT) Wind(LL) in (loc) Udefl L/d -0.20 11-12 >999 360 -0.42 11-12 >728 240 0.06 8 n/a n/a 0.31 11-12 >980 240 PLATES GRIP MT20 244/190 Weight: 135lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-5 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except 2-12: 2x6 SP No.2 2-0-0 oc purlins (2-8-0 max.): 3-4. WEBS 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-2-6 oc bracing. 4-12: 2x6 SP No.2 REACTIONS. (size) 8=0-7-10, 2=0-7-10 Max Harz 2=276(LC 24) Max Uplift 8=643(LC 8), 2=800(LC 8) Max Grav 8=1061(LC 1), 2=1296(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2627/1450, 3-4=3771/2057, 4-5=3648/2006, 5-6=13821830, 6-7=13921843, 7-8=1750/927 BOT CHORD 2-13=1174/2463, 12-13=1157/2422, 11-12=877/1898, 10-11=-646/1502, 8-1 O=646/1502 WEBS 3-13=207/467, 3-12=957/1572, 4-12=1860/1113, 5-11=972/643, 6-11=605/1048, 7-11=539/340, 5-12=1016/1958 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=4.2psf, BCDL=6.Opsf; h=25ft; B=85ft; L=69R; eave=8ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load noncwncurrent with any other live loads. This item has been 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 electronically signed and will fit between the bottom chord and any other members. Sealed by Finn, Walter, PE 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 643 lb uplift at joint 8 and 800 lb uplift at using a Digital Signature. joint 2. 7) Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Printed copies of this P 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. document are not Considered 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 249 lb down and 202 lb up at signed and sealed and the 3-0-0 on top chord, and 88 lb down at 3-0-0 on bottom chord. The design/selection of such connection device(s) is the signature must be verified responsibility of others. 10) In the LOAD CASE electronic On any copies. Walter P. Finn PE No.22839 LOAD CASE(S) Standard Mi rek USA, Inc. FL Cart 9834 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 SM Parke East Blvd. Tampa FL 33610 Date: September 15,2020 'ontinued on page 2 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19=20 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ��' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrtcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSNrplf Quality Criteria, DSB-89 andBCSI Building Component 6904 Parke East Blvd. Salefy Grforroadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307144 509895 B9 Roof Special Girder 1 �Job ce (optional) ioueus Lumber uumpany, ralm nay, rt. - azaua, 8.330 s Jul 22 20ZU MITEK Industries, Inc. Tue Sep 15 12:37:13 2020 Page 2 ID:Z86d5nQ7g1 XZV6481XsxR3ymbkx-8zmJgxwgnlePcP4fz270l bNmXYOEkfHG_Kzt?ydNwq LOAD CASE(S) Standard Uniform Loads (pff) Vert: 1-3=54, 3-4=54, 4-6=54, 6-9=54, 2-14=20 Concentrated Loads (lb) Vert: 13=12(F) 3=15(F) 19=311(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19=0 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Bracing Indicated is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW building design. prevent of Is always rsquked 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, see ANSU7Pll Quality Criteria, DSB-89 and BCSI Building, Component 6904 Parke East Blvd. Safelythformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307145 509895 C1 Common 3 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MTek Industries, Inc. Tue Sep 1512:37:14 2020 Page 1 ID:Z86d6nQ7gl XZV6481XsxR3ym bkx-c9JhuHxlYcmGEZfrXmedaplhoxvPzDmRUe3WPRydNwp 1 4 0 5-0-0 10-8-0 164-0 205-6 1-0-0 5-0-0 5-8-0 "-a 4-1-6 I Scale=1:37.5 4x6 = 3x4 = 5x6 = 3x4 = 3x8 II 7 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.07 8-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.16 8-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix -MS Wind(LL) 0.09 8-9 >999 240 Weight: 97lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-13 cc bracing. WEBS 2x4 SP No.2 SLIDER Right 2x4 SP No.2 -H 1-6-0 REACTIONS. (size) 7=Mechanical, 2=0-7-10 Max Harz 2=255(LC 11) Max Uplift 7=398(LC 12), 2=517(LC 12) Max Grav 7=754(LC 1), 2=831(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1332/1099, 3-4=1169/1007, 4-5=10581961, 5-7=1172/1032 BOT CHORD 2-9=934/1288, 8-9= 425/722, 7-8=811/1003 WEBS 3-9=374/485, 4-9=348/540, 4-8=237/380, 5-8=270/406 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=85ft; L=69ft; eave=8ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 5-6-13, Interior(1) 5-6-13 to 10-8-0, Extedor(2) 10-8-0 to 17-6-13, Interior(1) 17-6-13 to 20-5-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pelf 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 chard and any other members. This item has been 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 398 lb uplift at joint 7 and 517 lb uplift at electronically Signed and joint 2. sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MTok USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MI I-7473 rev. 51192020 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type city Ply T21307146 509895 C2 Common 1 1 Job Reference (optional) Lumber Company, Palm tjay, FL - 329Ub, 8.330 s Jul 22 2020 MITek Industries, Inc. Tue Sep 1512:37:15 2020 Page 1 5 0.0 10-&0 0 ID:Z86d6nQ7g1XZV64BXsxR3ymbkx4Lt35dywJwu7siF25T927OrssRLFZigmajlp4ytydNwo 5-0-0 5-8-0 5-8-0 4-1-6 3x4 = 7-0-0 5x6 = 4x6 = 144 3x4 = 20-5.6 Seale = 1:36.8 3x8 11 Plate Offsets (X,Y)— [1:D-1-4,0-0-2], [6:0-5-9,Edge], [8:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.07 7-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.16 7-8 >999 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.27 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.09 7-8 >999 240 Weight: 95lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 SLIDER Right 2x4 SP No.2 -H 1-6-0 REACTIONS. (size) 1=Mechanical, 6=Mechanical Max Horz 1=236(LC 10) Max Uplift 1=-402(LC 12), 6=402(LC 12) Max Grav 1=757(LC 1), 6=757(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1347/1137. 2-3=1182/1045, 3-4=1062/965, 46=1176/1036 BOT CHORD 1-8=950/1285, 7-8=-429/727, 6-7=815/1007 WEBS 2-8=382/493, 3-8=369/553, 3-7=235/380, 4-7=270/403 BRACING - TOP CHORD Structural wood sheathing directly applied or 41-7 cc puriins. BOT CHORD Rigid ceiling directly applied or 5-11-8 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (&second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=85ft; L=69ft; eave=Bft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 6-10-13, Interior(1) 6-10-13 to 10-8-0, Exterior(2) 10-8-0 to 17-6-13, Interior(1) 17-6-13 to 20-5-6 zone; cantilever left and right exposed ;C-C for members and forces 8, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcufrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 402 lb uplift at joint 1 and 402 lb uplift at joint 6. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wabr P. Finn PE NoZ839 MTek USA, Inc. FL Cott 6034 8904 Parke East Blvd. Tampa FL 33810 Date: September 15,202C ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 rev. 5119= BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mew is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s ss Type Qty Ply T21307147 509695 �'us J1 RNER JACK 1co 32 1 Job Reference (optional) 1 ibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MTek Industries, Inc. Tue Sep 1612:37:15 2020 Page 1 ID:Z86d6nQ7g 1 XZV6481XsxR3ymbkx-4Ll35dywJwu7siE25T9s7OrynLNVik2ajlp4ytydNwo -14-0 1-0-0 14-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 7 >999 360 TCDL 7.0 LumberDOL 1.25 BC 0.04 Vert(CT) 0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES W3 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) -0.00 7 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-5-8, 4=Mechanical Max Harz 2=90(LC 12) Max Uplift 3 —B(LC 9), 2=235(LC 12), 4=22(LC 17) Max Grav 3=13(LC 12), 2=157(LC 1), 441(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.8 PLATES GRIP MT20 244/190 Weight: 6 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=85ft; L=69ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MW=RS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MW°RS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 3, 235 lb uplift at joint 2 and 22 lb uplift at joint 4. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119=0 BEFORE USF_ 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 truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DS8A9 andBCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss usypeQtyPly509895 [CrORNER T21307148 CJ3 JACK 28 1 Job Reference (optional) r roueas Lumber company, raim nay, t-L - JZauo, 8.330 s Jul 22 2020 MTek Industries, Inc, Tue Sep 15 12:37:16 2020 Page 1 ID:Z86d6nQ7g1XZV6481XsxR3ymbkx-YYRSJzyZ4DO TspEeBg5fEN7XkhiRBlkyyYdUKydNwn 1 4 0 3-0-0 1.4-0 3-0-0 LOADING (psi) SPACING- 2-0-0 CSL DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.02 47 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Harz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=149(LC 12) Max Uplift 3=72(LC 12), 2=240(LC 12), 4=-46(LC 9) Max Grav 3=69(LC 17), 2=197(LC 1), 4=50(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.8 PLATES GRIP MT20 244/190 Weight: 12 lb Fr = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc purlins. 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=85ft; L=69ft; eave=Bft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ; 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 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 72 lb uplift at joint 3, 240 lb uplift at joint 2 and 46 lb uplift at joint 4. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cott 8834 69g4 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP11 Quality Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307149 509895 CJ5 Comer Jack 12 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 1512:37:16 2020 Page 1 ID:Z86d6nQ7g1XZV6481XsxR3ymbkx-YYRSJzyZ4D0_TspEeBg5fEN2skdgRBlkyyYdUKydNwn 1� 0 5-0-D 1-0 0 5-0-0 3x4 = 5-0-0 5-0-0 Scale = 1:17.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vclefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(ILL) 0.06 4-7 >967 240 Weight: 18lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-5-8, 4=Mechanical Max Horz 2=208(LC 12) Max Uplift 3=123(LC 12), 2=188(LC 12) Max Grav 3=141(LC 17), 2=275(LC 17), 4=88(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 5-0-0 cc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (S-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=85ft; L=69ft; eave=Bft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.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 123 lb uplift at joint 3 and 188 lb uplift at joint 2. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE NoMB39 MTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Data: September 15,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19=20 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Duality Criteria, DSB-99 and BCS/ Building Component 6904 Parke East Blvd. Safely /Mormat/on available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job ussTruss Type Oty PlyT21307150 509895 P Hip Girder 1 1 Job Reference (optional) 3x4 = ay, , - ­w- , mizu s Jul zz ZDYU mi I BK Inoustnes, Inc. Tue Sep 1512:37:17 2020 Special Special 6x6 = NAILED 5x6 = Special Special 5.0.0 9-2-0 14-2-0 d-9.n rtin-n 3x4 = Scale = 1:27.4 Plate Offsets (X,`()— [3:0-3-0,0-2-7), [4:0-3-0,0-2-7] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.12 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.07 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(CT) -0.04 5 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 66lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 3-4: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-7-10, 5=0-7-10 Max Horz 2=145(LC 7) Max Uplift 2=921(LC 8), 5=921(LC 8) Max Grav 2=872(LC 1), 5=872(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1436/1577, 34= 1222/1446, 4-5=1438/1579 BOT CHORD 2-8=1296/1237, 7-8=1276/1220, 5-7=1264/1239 WEBS 3-8=351/385, 4-7=353/385 Structural wood sheathing directly applied or 4-7-5 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3.4. Rigid ceiling directly applied or 5-0-8 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=85ft; L=69ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load 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 921 lb uplift at joint 2 and 921 lb uplift at joint 5. 7) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. 8) "NAILED' indicates 3.10d (0.148"xY) or 3-12d (0.148"x3.26) toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 244 lb down and 281 lb up at 5-0-0, and 244 lb down and 281 lb up at 9-2-0 on top chord, and 168 lb down and 360 lb up at 5-0-0, and 168 lb down and 360 lb up at 9-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-4=54, 4-6=54, 9-12=20 Concentrated Loads (lb) Vert: 3=59(8) 4=59(B) 8=167(B) 7=167(131) 15=59(B) 16=39(131) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considere8 signed and sealed and the signature must be verified on any electronic copies. Wabr P. Finn PE No.22839 MiTak USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. SH92M BEFORE USE Design valid for use only with MreM connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 1 Jab Truss Truss Type Qty Ply T21307151 509895 D2 Common 1 1 Job Reference (optional) libberS Lumber company, calm tday, VL - J28Ub, -1�-0 d 3x4 = 5x6 = 3 b.J3u s Jul LL /udu MI I eK InaUSIDes, Inc. I ue oep t o-IL:Ot: to Luzu 3x4 = Scale = 1:28.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.08 6-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.15 6-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Cade FBC2017frP12014 Matrix -MS Wind(LL) 0.13 6-12 >999 240 Weight: 54lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-9 cc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-7 cc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-7-10, 4=0-7-10 Max Harz 2=193(LC 10) Max Uplift 2=389(LC 12), 4=389(LC 12) Max Grav 2=596(LC 1), 4=596(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=738/641, 3-4=738/641 BOT CHORD 2-6=330/606, 4-6=330/606 WEBS 3-6=42/327 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=85ft; L=69R; eave=8ft; Cat. 11: Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 5-6-13, Interior(1) 5-6-13 to 7-1-0, Extedor(2) 7-1-0 to 14-2-0, Interior(1) 14-2-0 to 15-6-0 zone; cantilever left and right exposed ;C-C for members and forces 8: MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at joint 2 and 389 lb uplift at joint 4. Iq 0 This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wahr P. Finn PE No.22839 MTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: September 15,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119=20 BEFORE USE Design valid for use only with MTek®connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Well( prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Qty ply ]Tru"pe T21307152 509895 EA Jack -Open 7 1 Job Reference (optional) ry, rann Say, FL - 52U05, 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 1512:37:19 2020 Page 1 ID:Z86d6nQ7g1XZV648LXsxR3ymbkx-z77ax??RMBOZKKXpKJEoHs?Y?yZXeY2AevnH5fydNwk m -1-4-0 7-0-0 f 4x4 = Scale = 1:22.8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.09 4-7 >963 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.20 4-7 >415 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Wind(LL) 0.21 4-7 >397 240 Weight: 24 lb FT = 20% LUMBER - TOP CHORD 2x4 SP SS BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Harz 2=268(LC 12) Max Uplift 3=184(LC 12), 2=207(LC 12) Max Grav 3=209(LC 17), 2=350(LC 17), 4=122(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-5-4 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=85ft; L=69ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 5-6-13, Interior(1) 5-6-13 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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 chard and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 lb uplift at joint 3 and 207 lb uplift at joint 2. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered - signed and sealed and the signature must be verified on any electronic copies. Wahr P. Finn PE No.22839 Mrrok USA, Inc. FL Cart 6634 6904 Parke Ead Blvd. Tampa FL 33610 Date: September 15,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1942020 BEFORE USE. Design valid for use only with Mrrekdo connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Ouaflty Made, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, suite 203 Waldorf, MD 20601 Tampa, FL 36610 n Job Truss Truss Type City Ply T21307153 509B95 EJ2 JACK -OPEN 25 1 Jab Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MTek Industries, Inc. Tue Sep 151237:19 2020 Page 1 ID:Z66d6nQ7g1XZV6481XsxR3ymbkx-z77ax??RMBOZKKXpKJEoHs?XPycTeY2AevnH5fydNwk -1-0-0 5-0-0 1 4 0 5-0-0 Scale = 1:17.8 Plate Offsets (X,Y)— [2:0-0-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.15 4-7 >406 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.05 4-7 >999 240 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 Matron -MP Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3--Mechanical, 2=0-5-8, 4=Mechanical Max Harz 2=208(LC 12) Max Uplift 3=139(LC 12), 2=294(LC 12), 4=84(LC 12) Max Grav 3=129(LC 17), 2=264(LC 1), 4=88(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; B=85ft;.L=69ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; 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 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 139 lb uplift at joint 3, 294 lb uplift at joint 2 and 84 lb uplift at joint 4. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTak USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: September 15,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev..5119=20 BEFORE USE Design valid for use only with MTek® cannectors. This design is based only upon parameters shown, and Is far an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSM11 Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307154 509895 E.14 Jack -Open 1 1 Job Reference (optional) obetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MTek Industries, Inc. Tue Sep 1512,37:20 2020 Page 1 ID:Z86d6nQ7gl XZV648IXsxR3ymbkx-RJhy8LO37SXQyU6?t011 g4YoWM3kN?IJtZWrd5ydNwj i -1-4-0 3-0-0 1-L0 3-0-0 LOADING (psi) SPACING- 2- CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.01 4-7 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=149(LC 12) Max Uplift 3=61(LC 12), 2=176(LC 12) Max Grav 3=77(LC 17), 2=204(LC 17), 4=50(LC 3) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:12.8 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=25ft; B=85ft; L=69R; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8r MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1:60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 3 and 176 lb uplift at joint 2. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MTak USA, Inc. FL Cart 9934 6904 Path East Blvd. Tampa FL 33610 Data. September 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5111912020 BEFORE USE. Design valid for use only with MTekS connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see I ANSIITP11 Quality Crifetia, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307155 509895 E.15 Jack -Open 24 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 15 12:37:21 2020 Page 1 ID:ZB6d6nQ7giXZV6481XsxR3ymbkx-vVELMgDhumfHadhCRkGGMH5v51Gg6SYT5DG09XydNwi 1-4-0 6.6-0 Scale = 1:21.4 I 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.06 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.15 4-7 >524 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.16 4-7 >492 240 LUMBER - TOP CHORD 2x4 SP SS BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-5-8, 4=Mechanical Max Horz 2=253(LC 12) Max Uplift 3=170(LC 12), 2=202(1_C 12) Max Grav 3=193(LC 17), 2=331(LC 17), 4=113(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 2441190 Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 Do 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.Opsf; h=25ft; B=85ft; L=69ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 5-6.13, Interior(1) 5-6-13 to 6-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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 170 lb uplift at joint 3 and 202 lb uplift at joint 2. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Waltar P. Finn PE NoIM9 MiTek USA, Inc. FL Cart 6634 6904 Parkit East Blvd. Tampa FL 33810 Date: September 15,2020 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE Mll-7473 rev. 5/1911020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307156 509895 EJ6 Jack_open 1 IJob Reference (optional) rboetts Lumber GOmpany, Palm Bay, FL - 329U5, 2x4 = 8.330 s Jul 22 2020 Mi rek Industries, Inc. Tue Sep 15 12:37:212020 Page 1 ID:Z86d6nQ7gl XZV6481XsxR3ymbkx-vV ELMgOhumfHadhCRkGGMH5071Qi6SYT5DGO9XydNwi 1-8.8 1-8.8 1-8-8 11-8-8 Scale= 1:8.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Holz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Wind(L-) 0.00 6 >999 240 Weight: 6lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-8 oc purling. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 1=0-5-8, 2=Mechanical, 3=Mechanical Max Harz 1=51(LC 12) Max Uplift 1=20(LC 12), 2=41(LC 12), 3=7(LC 12) Max Grav 1=66(LC 17), 2=47(LC 17), 3=29(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=6.0psf; h=25ft; B=85ft; L=69ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.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 20 Ib uplift at joint 1, 41 lb uplift at joint 2 and 7 lb uplift at joint 3. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. , Wallor P. Finn PE No.22839 MITek USA, Inc. FL Cott 8834 $904 Parke East Blvd. Tampa FL 33810 Date: September 15,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USF- 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 truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Bracing indicated is to buckling individual truss web and/or chord, members only. Additional temporary and permanent bracing WOW building design. prevent of 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, see ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply T21307157 509895 �E'Ju7s Jack -Open 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MTek Industries, Inc. Tue Sep 15 12:37:22 2020 Page 1 ID:Z86d6nQ7glXZV6481XsxR3ymbkx-NhojZ01Jf3n8BnG0?RnVvVd8D9m4rvnciQ?yizydNwh 1.4 0 1-9 8 1-4-0 1-9-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Wind(ILL) -0.00 7 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-5-8, 4=Mechanical Max Horz 2=114(LC 12) Max Uplift 3=22(LC 9), 2=183(1_C 12) Max Grav 3=37(LC 17). 2=170(LC 17), 4=27(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:9.8 v 0 6 PLATES GRIP MT20 244/190 Weight: 8 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-9-8 cc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; VuK=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf,, h=25ft; B=85ft; L=69ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.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 22 lb uplift at joint 3 and 183 lb uplift at joint 2. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No2M9 MTTek USA, Inc. FL Cert 6034 6904 Perko East Blvd. Tampa FL 33610 Date: September 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M17FK REFERENCE PAGE MII-7473 rev. Sn90120 BEFORE USE. . Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to: prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, see ANSM11 Quality Criteda, OSB-89 andBlCSI Building Component 6904 Parke East Blvd. Safety lMormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307158 509895 F1 Floor 10 1 Job Reference (optional) r ue aeP rD l L:0f :zz zuzu rage I ID:Z86d6nQ7g1XZV6481XsxR3ymbkx-ruM5nM2yQNv?pxraZ9lkRiACfZvoalulZXRIEQydNwg _ 0.1-8 H 1-� 1 0-111-6 , 2-0-0 0-111-6 i Scale = 1:26.3 4x4 = 2x4 II 2x4 II 3x6 FP = 4x4 = 2 3 4 5 6 7 8 9 10 11 0 6 N 3x6 = 4x4 = 3x6 FP = 4x4 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.13 14-15 >999 480 MT20 2441190 TCDL 20.0 Lumber DOL 1.00 BC 0.85 Vert(CT) -0.19 14-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.27 Hcrz(CT) 0.05 12 n/a n/a BCOL 5.0 Code FBC2017/rP12014 Matrix-S Weight: 104lb FT=20%F, 1I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 20=0-3-8, 12=Mechanical Max Grav 20=1091(LC 1). 12=1098(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1282/0, 3-4=-2070/0, 4-5=2451/0, 5-6=2451/0, 6-7=2451/0, 7-9=2070/0, 9-10=1282/0 BOT CHORD 19-20=0/761, 17-19=0/1783, 16-17=0/2342, 15-16=0/2451, 14-15=0/2342, 13-14=0/1783, 12-13=01761 WEBS 5-16=-341/0, 6-15=341/0, 2-20=1284/0. 2-19=0/939, 3.19=905/0, 3-17=0/518, 4-17=-490/0, 4-16=58/505, 10-12=1287/0, 10-13=0/939, 9-13=904/0, 9-14=01518. 7-14=490/0, 7-15=58/504 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strangbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-10d (0.131" X T) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered' signed and sealed and the signature must be verified on any electronic copies. Wattar P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19=0 BEFORE USE. • Design valid for use only with MrrekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to buckling of individual truss web andfor chord,members only. Additional temporary and permanent bracing M!Tek' prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TF11 Quality Criteria, DSB-99 andBCSI Building Component 6904 Parke East Blvd. Safety Wormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Ll Job Truss Truss Type City Ply T21307159 509895 F2 Floor 4 1 Job Reference (optional) I lbbettS Lumber company, Palm Flay, hL - 329Ub, 0-1-8 H 11i 3— 2x4 II 2x4 = 1 2 3x4 = 3x6 FP = 2 3 4 tj.33u s Jul 22 2U2u mi I eK moustnes, Inc. I ue sep 1 S 1z:3/:z8 zuzu rage 1 ID:ZB6d6nQ7g1XZV6481XsxR3ymbkx-CrA g464FvXHvijYLiuv8mt3uadgFaHVipSGvdydNwb � 2-00--0 2x4 11 2x4 11 5 6 7 8 0-1i8 Sca e - 127.7 2x4 II 3x4 = 2x4 = 9 10 11 3x6 = 3x4 = 34 FP = 3x6 = 3x4 = 22 4 0 N 74-5 8 4 5 9-0 5 16-8-10 7-4-5 1-0-0 1-0-0 7-4-5 Plate Offsets (X,Y)— [6:0.1-8,Edge], [7:0-1.8,0-0-0], [11:0-1-8,Edge], [16:0-1-8,Edge], [17:0-1-8,Edge], [21:0-1-8,0-1-0], [22:0-1-8,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.12 15-16 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.80 Vert(CT) -0.17 15-16 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.04 12 n/a n/a BCDL 5.0 Cade FBC20171TPI2014 Matrix-S Weight: 102lb FT=20%F,11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 12=0-3-8, 20=0-3-8 Max Grav 12=1063(LC 1), 20=1063(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1243/0, 3-5=1994/0, 5-6=2327/0, 6-7=2327/0, 7-8=2327/0, 8-9=1994/0, 9-10=1243/0 BOT CHORD 19-20=0/740, 18-19=011726, 17-18=0/2249, 16-17=0/2327, 15-16=0/2249, 13-15=0/1726, 12-13=0/740 WEBS 6-17=361/26, 7-16=361/26, 2-20=124910, 2-19=0/906, 3-19=87110, 3-18=0/485, 5-18=459/0, 5-17=92/501, 10-12=1249/0, 10-13=0/906, 9-13=871/0, 9-15=0/485, 8-15=-459/0, 8-16=92/501 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 4x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0.131" X T) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5112020 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS01oll Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Saretylnfonnation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 i Job Truss Truss Type Qty ply T21307160 509895 F3 Floor 7 1 JJob Reference (optional) un a.p w -..t as tvcv rage -i ID:Z86d6nQ7g1XZV6481XsxR3ymbkx-g2jM1 Q7i0Df8XslkvPP8hzQBvyd_ufexTCpR3ydNwa H 1 1-3-0 i 130 1 1-0 0� 1�31_4� 1-7-15 �2-0-0 � � 1 7-15 0-11-0 , 1-3-0 q �48 Scale = 1:28.2 2x4 11 2x4 = 1 2 3x6 FP = 2x4 II 4x4 = 12x16 = 3x6 = 2x4 II 2x4 II 3x6 = 12x16 = 5x8 = 4x4 = 2x4 = 2 3 5x8 = 4 5 6 7 8 9 10 11 12 26 3x6 = 4x8 = 3x4 11 3x4 11 5x6 = 3x6 = 1352 13-5-6 14-2-2 3-4-8 3-10-8t-1.8 5-6-14 1a3-12 11-2-8 13-2-2 13-11-10 2-9.0 2-10r8 Ill 4-p-A 4-313 5-a2 7.4.5 Ll - 9-4-5 9-5-13 11-1-12 12-11-2 13.0.10 13r&2 16-8-10 ' 2-a0 at-% 0442 a1-'8' a8-s 0 &s 1-9.7 1-0-0 1-a0 0- -8 0-9-15 1-8-11 0- -r041 012- 2.6.8 0-6-0 0-5-40-1-8 0-0-12 0-9-15 0-0-12 0-1-8 0-2.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.31 18-19 >630 480 TCDL 20.0 Lumber DOL 1.00 BC 0.88 Vert(CT) -0.51 18-19 >388 240 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.24 13 n/a n/a BCDL 5.0 Code FBC2017/rP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORC BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) BOT CHORC REACTIONS. (size) 24=0-3-8, 13=0-3-8 Max Grav 24=1062(LC 1), 13=1062(LC 1) FORCES. (lb) - Max. Comp.lMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1291/0, 3-4=3774/0, 4-5=3965/0, 5-6=5261/0, 6-7=5261/0, 7-8=5261/0, 8-9=3744/0, 9-10=3571/0, 10-11=1153/0 BOT CHORD 23-24=01728, 20-21=0/4758, 19-20=0/4758, 18-19=0/5261, 17-18=0/4758, 16-17=0/4758, 13-14=01728 WEBS 2-24=1227/0, 2-23=0/983, 11-13=1228/0, 11-14=0/918, 3-23=1695/0, 10-14=1602/0, 21-23=011454, 3-21=0/2920, 14-16=011288, 10-16=0/2843, 8-16=1122/0, 8-18=0/935, 6-19=01936, 5-21=920/0 PLATES GRIP MT20 244/190 Weight: 122lb FT=20%F, 11%E Structural wood sheathing directly applied or 2-2-0 oc purfins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-D-0 oc and fastened to each truss with 3.10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22039 MTek USA, Inc. FL Cart 6034 0004 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the , fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSI/rP11 Ouaft Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetrinformason available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply T21307161 509895 F4 Floor 2 1 Job Reference (optional) I IDDetts LDmver l:Ompany, valm nay, FL - Jz9US, 0-1-8 H I 1I-M- 131312--0-0��I 2x4 II 4x4 = 4x4 = 2x4 = 2x4 II 2x4 II 1 2 3 4 5 6 o.JJU s jut zz zuzu MI i eK inuui5Ules, Inc. r ue aep W icar:a r cucu reye r ID:Z86d6nQ7g1XZV6481XsxR3ymbkx-cQr7S582XgvsmAS7lgRcmOVdwnkUSxcxPnhwWyydNwY 0_1F� 2-0-0 z� ak8 Sea 1:34.8 2x4 11 3x6 FP = 2x4 = 7 8 9 10 11 12 13 14 28 0 4 N 25 24 23 22 21 19 18 17 16 3x6 = 4x4 = 4x4 = 3x6 FP = 3x6 = 2x4 II 2x4 II 3x6 = 9-5 5 9-5 6-9-5 115-2 15 1-6 16-11 17-11 20-11-2 49S 1-0-0 %0 4-7-13 43 1 0 0 1-0-0 3 9-12 Plate Offsets (X,Y)- [4:0-1-8,Edge], [5:0-1-8,0-D-0], [11:0-1-8,Edge], [12:0-1-8,Edge], [14:0-1-8,Edge], [17:0-1-8,0-0-0], [18:0-1-8,Edge], [23:0-1-8,Edge], [24:0-1-8,Edge], [27:0-1-80-1-01 [28:0-1-8 0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.05 24-25 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.47 Vert(CT) -0.06 24-25 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.02 15 n/a n/a BCDL 5.0 Code FBC2017IrP12014 Matrix-S Weight: 131 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 cc pudins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 26=0-3-8, 20=D-3-8, 15=0-3-8 Max Grav 26=720(LC 10), 20=1423(LC 1), 15=591(LC 7) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=759/0, 3-4=1064/0, 4-5=1064/0, 5.6=1064/0, 6-7=734/0, 7-8=0/343, 8-9=0/343, 9-11=560/0, 11-12=721/0, 12-13=585/0 BOT CHORD 25-26=0/493, 2425=0/1007, 23-247-011064, 22-23=0/995, 20-22=0/461, 19-20=0/354, 18-19=0/721, 17-18=0/721, 16-17=0/721, 15-16=0/393 WEBS 5-23=304/0, 2-26=831/0, 2-25=0/481, 3-25=-446/0, 3-24=25/255, 7-20=896/0, 7-22=0/549, 6-22=546/0, 6-23=0/404, 9-20=725/0, 9-19=0/449, 11-19=459/0, 13-15=662/0, 13-16=0/346, 12-16=290/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wafter P. Finn PE No.22839 MTak USA, Inc. FL Cart 8834 8904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Additional temporary and bracing MiTek' building design. Bracing indicated is to prevent buckling of Individual truss web and/or chard members only. permanent 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, see ANSNPlf Quality Criteria, DSB-89 andBICSI Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307162 509895 F5 Floor 4 1 Job Reference (optional) .. .^,ra, 7, y. , - ..... o.. U s Jw 1-4 LULU wa r eK inc usmes, inc. i ue aep Tb 1z:Jr3z zuzu rage 1 ID:ZB6d6nQ7g1XZV6481XsxR3ymbkxSdPVgR9b1B1jOK1JaYzrJc2p2B26BHD4dRQT20ydNwX _ 1-0-0 1-0-0 0-, 130 1-0-0 1-5-2 , 2-0-0 1-5-2 I� i� �1 i� 3tl1e=1:22.4 2x4 I I 2x4 = 1 2 2x4 II 4x4 = 3x4 II 3x4 = 3x4 II 5x6 = 4x4 = 2x4 = 2 3 5x6 = 4 5 6 3x4 = 7 8 9 10 22 9 0 N m 3x6 = 4x6 = 3x4 II 3x4 II 4x6 = 3x6 = 3-4-8 3-10-8 4-1-8 4-10.1 9-5-12 9-11-12 10-7-4 ' -2-10.8 049-5 5-010 818782 4lFr3 9-2 2y11-0 10512 13429-0 2-9-0 0-1-9 2 048-9 I, 02-9-0 0-6-0 0-5-4 0-1-8 0-0-12 0-1-8 0-0-12 0-1-8 Plate Offsets (X,Y)— [3:0-1-8,Edge], [5:0-1-8,Edge], [6:D-1-8,Edge], [8:0-1-8,Edge], [10:0-1-8,Edge], [13:Edge,0-1-8], [14:0-5-8,Edge], [15:0-3-0,0-0-0], [17:05-8,Edge], LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.13 15-16 >999 480 TCDL 20.0 Lumber DOL 1.00 BC 0.58 Vert(CT) -0.21 15-16 >758 240 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.12 11 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S LUMBER- - BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) BOT CHORD REACTIONS. (size) 20=0-3-8, 11=0-3-8 Max Grav 20=843(LC 1), 11=843(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=978/0, 3-4=2763/0, 4-5=2896/0, 5-6=3331/0, 6-7=2896/0, 7-8=2763/0, 8-9=978/0 BOT CHORD 19-20=0/567, 16-17=0/3331, 15-16=013331. 14-15=0/3331, 11-12=0/567 WEBS 2-20=956/0, 2-19=0/716, 5-17=718/0, 9-11=956/0, 9-12=0/716, 6-14=718/0, 3-19=1257/0, 8-12=1257/0, 17-19=0/1106, 12-14=0/1106, 3-17=0/2099, 8-14=0/2099 PLATES GRIP MT20 244/190 Weight: 100 lb FT = 20%F, 11 %E Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) The Fabrication Tolerance at joint 17 = 3%, joint 14 = 3% 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Did (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this - document are not considered signed and sealed and the signature must be verified on any electronic copies. Waller P. Finn PE No.22839 MiTek USA, Inc. FL Cart 8934 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119=0 BEFORE USE. Design valid for use only with MTekaD connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chorri members only. Additional temporary and permanent bracing Wek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMPla Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway. Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T21307163 509895 F6 Floor 4 1 Job Reference (optional) I IbbettS Lumber company, Balm bay, FL - 32VUb, 0-1-8 H f '� 3x4 = 2 t3'66U s Jul 22 zuzu mi t eK Inbusrnes, Inc. t ue bep 7 o lz:Jf:Jz 2uzu rage i ID:Z86d6nQ7gl XZV648[XsxR3ymbkx-5dPVgR9bIB1jOK1 JaYzrJc2pNB1 ABOV4dRQT20ydNwX 0 2-04) 0i,�41 0-1 Scal 1:22.0 2x4 II 3x4 = 6x6 = 3x4 = 3x4 = 2x4 = 3 4 5 6x6 = 6 7 6 3x6 = 3x4 = 2x4 II 2x4 II 3x4 = 3x6 = 6X6 = 6x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.06 12 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.70 Vert(CT) -0.08 12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.02 9 n/a n/a BCDL 5.0 Code FBC2017rrPI2014 Matrix-S Weight: 85lb FT=20%F,11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 16=0-3-8, 9=0-3-8 Max Grav 16=844(LC 1), 9=844(LC 1) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=933/0, 3-4=1423/0, 4-5=1466/0, 5-6=1423/0, 6-7=933/0 BOT CHORD 15-16=0/584, 14-15=0/1263, 13-14=0/1466, 12-13=0/1466, 11-12=0/1466, 10-11=0/1263, 9-10=0/584 WEBS 2-16=985/0, 2-15=0/629, 3-15=594/0, 3-14=0/381, 4-14=477/69, 7-9=985/0, 7-10=0/629, 6-10=594/0, 6-11=0/381, 5-11=-477/69 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 Mirek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33810 Date: September 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall buckling individual truss chord members only. Additional temporary and permanent bracing MOW building design. Bracing indicated is to prevent of web and/or 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, see ANShTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Tuss Type Qty ]FI',,, T21307164 TJob 509895 F7 2 [ly rence (optional) 11-1-­w vun.Nany, rann oay, r r_-o<aua, 0-1-8 H H '�� 2 "Ou 5 JUI /G LULU MI I eK InUU5me5, Inc. I Ue oep 7 a l z.5i:J6 LULU rage 1 ID:Z86d6nQ7g 1 XZV648IXsxR3ym bkx-ZpzttnAD3S9a0TcV8FU4rpbzobLzwrrEs5A1 arydNwW r 0f4 2-0.0 i 13.6 6x6 = 2x4 II 3 4 5 6 Scale = 1:21A 7 8 0 4 N 3x6 = 2x4 II 3x6 = 6x6 = 13-1-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.07 10-11 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.73 Vert(CT) -0.09 12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.02 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) BOT CHORD REACTIONS. (size) 15=0-3-8, 9=Mechanical Max Grav 15=827(LC 1), 9=834(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=909/0, 34=-1372/0, 4-5=1404/0, 5.6=1404/0, 6.7=907/0 BOT CHORD 14-15=0/571, 13-14=0/1227, 12-13=0/1404, 11-12=0/1404, 10-11=0/1226, 9-10=0/572 WEBS 5-11=265/0, 2-15=963/0, 2-14=0/609, 3-14=574/0, 3-13=0/364, 4-13=-429/109, 7-9=957/0, 7-10=0/604, 6.10=575/0, 6-11=0/447 Weight: 82 lb FT = 20%F, 11 %E Structural wood sheathing directly applied or 6-0-0 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-D-0 cc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Waiter P. Finn PE No.22839 MiTok USA, Inc. FL Cart 8834 8804 Parke East Blvd. Tampa FL 33810 Date: September 15,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUrPII QuarAy Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307165 509895 F8 Floor 1 1 Job Reference (optional) I IDDenS Lumber Company, calm bay, VL - 611:1U0, 7'3:6u s Jul ZZ ZUZU mi I eK Inoustrles, Inc. I ue Sep 1:) 1Z:J/:J4 Zulu rage 1 ID:Z86d6nQ7gl XZV648IXsxR3ymbkx-1?XF47ArglHRedBhiz?JO17A3?pmfJIN51va7HydNwV 1-3-0 11" 2-0-0 , , 132 09 2x4 II 13x4 11 2 3x4 = 3 Scale=1:14.4 2x4 11 4 2x4 11 53x4 = 6 11 2x4 = 3x6 = 3x6 = 4 0 N 2-10-11 i 3- 00.11 4-10-11 7-9-5 2-10-11 1-0-0 1-0-0 2-10-10 Plate Offsets (X,Y)— [1:Edge,0-1-8], f3:0-1-8,Edge], [4:0-1-8,0-0-0], [6:0.1-8,Edge], [8:0-1-8,Edge], [9:0-1-8,Edge], [11:0-1-8,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) -0.03 9-10 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.24 Vert(CT) -0.03 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 7 n/a n/a BCDL 5.0 Code FBC2017/rP12014 Matrix-S Weight: 51 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=Mechanical, 7=0-3-8 Max Grav 10=489(LC 1), 7=482(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-474/0, 3-4= 474/0, 4-5=-474/0 BOT CHORD 9-10=01299, 8-9=0/474, 7-8=0/298 WEBS 2-10=506/0, 2-9=0/335, 5-7=501/0, 5-8=0/336 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 srongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No22839 MTek USA, Inc. FL Cert 0934 6904 Parke East Blvd. Tampa FL 33810 Date: September 15,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7Plf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty ply T21307166 509895 F9 GABLE 1 1 Job Reference (optional) wu r en n iuusu rns, I—. i un anp w ez;on� tUa rage -I ID:Z86d6nQ7gl XZV6481XsxR3ymbkx-l?XF47Arq[HRedBhiz?JO17E1?sRfKON51va7HydNwV 1. I- I - Scale=1:21.3 3x4 = 4 5 6 7 6 9 10 11 24 0 c5 N 22 21 20 19 18 17 16 15 14 13 12 3x4 = 3x4 = 3x4 = 3x4 = 8-0 7 14 11Z I 111 8-11-00-104 1042--014 111104 140 ' T-0Z 1:NO 1516-7 + Plate Offsets (X,Y)— [11:0-1-8,Edge], [13:0-1-8,Edge], [21:0-1-8,Edge], [23:0-1-8,0-1-0], [24:0-1-8,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 13 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight. 77lb FT=20%F,11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.2(flat) 10-0-0 oc bracing: 21-22,12-13. REACTIONS. All bearings 12-10-14. (Ib) - Max Grav All reactions 250 lb or less at joints) 22, 12, 17, 13, 14, 15, 16, 21, 20, 19, 18 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 2x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their cuter ends or restrained by other means. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wafter P. Finn PE No.22939 MTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED NIITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMI1 Quality Criteria, DSO-99 andBCSI Building Component. 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 L Job Truss ssType Qty Ply T21307167 509895 F10 [Floor 1 1 Jab Reference (optional) I lbbettS Lumber uompany, Nalm tJay, rL-3ZVUb, ` 0-1-8 1-M H F 2 Mf = S Jul ZZ ZUZU MI I eK Inoustnes, Inc. I ue b"ep ib iZ3/:Z3 ZUZU rage 1 ID:Z86d6nQ7glXZV6481XsxR3ymbkx-ruM5nM2yQNv?pxraZ9lkRiAEAZ WaKQIZJ(IVEQydNwg 1F — 315 i 2-04) i ' 1I 2x4 11 2x4 11 3 4 5 6 1 Scale - :21.3 2x4 11 2x4 = 7 8 3x6 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) 0.08 12-13 >999 480 TCDL 20.0 Lumber DOL 1.00 BC 0.54 Vert(CT) -0.10 12-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.02 9 n/a n/a BCDL 5.0 Code FBC20171TPI2014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) BOT CHORD REACTIONS. (size) 14=0-3-8, 9=0-3-8 Max Grav 14=815(LC 1). 9=815(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=892/0, 3-4=136610, 4-5=1366/0, 5-6=1366/0, 6-7=892/0 BOT CHORD 13-14=0/563, 12-13=0/1201, 11-12=0/1366, 10-11=0/1201, 9-10=01563 WEBS 4-12=268/0, 5-11=268/0, 2-14=950/0, 2-13=01593, 3-13=557/0, 3-12=0/429, 7-9=950/0, 7-10=0/593, 6-10=557/0, 6-11=01429 PLATES GRIP MT20 244/190 Weight: 79 lb FT = 20%F, 11 %E Structural wood sheathing directly applied or 6-0-0 cc pudins, except end verticals. Rigid ceiling directly applied or I G-0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE N022836 MTek USA, Inc. FL Cott6634 6604 Parke East Blvd. Tampa FL 33810 Date: September 15,2020 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 andBCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply �F'Iuss T21307168 509895 Floor 2 1 Job Reference (optional) 0-1-8 H �-0 0� 1.4-4 144 4x4 = 2x4 = 1 21 2x4 II 2 4x6 3 4 5 o.aau s Jur G zuzu rwl r eK rnuusmes, ma rue aep in l z:3/:z4 zUZU rage 1 ID:Z86d6nQ7g1XZV6481XsxR3ymbkx-J4wT i3aBhlrR5Qm6spz wjQkzKyJikvoBU2msydNwf 2-0-0 1-6-3 '�i oz-,8 sc5� I = tzls 2x4 = 2x4 II 4x6 = 4x4 = 6 7 8 9 10 4x8 = 4x8 = 11-" 1410-6 11-10-6 , �0 0 6-e eTr [13:Edge,0-1-8], [14:0-4-0,Edge], LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) 0.12 15 16 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.53 Vert(CT) -0.19 15-16 >794 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.12 11 n/a n/a BCDL 5.0 Code FBC2017/rPl2014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) BOT CHORD REACTIONS. (size) 20=0-3-8, 11=0-3-8 Max Grav 20=814(LC 1), 1,1=821(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=808/0, 10-11=815/0, 1-2=-478/0, 2-3=1936/0, 3-4=2024/0, 4-5=3093/0, 5-6=3093/0, 6-7=3093/0, 7-8=1818/0, 8-9=1743/0, 9-10=351/0 BOT CHORD 16-17=0/2693, 15-16=0/3093, 14-15=0/2628 WEBS 2-17=0/1714, 2-19=1058/0, 1-19=0/877, 17-19=01505, 9-12=986/0, 10-12=0/848, 12-14=0/352, 9-14=0/1637, 4-17=780/0, 4-16=0/648, 7-15=0/697, 7-14=919/0 0 0 N T Weight: 100 lb FT = 20%F, 11 %E Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considere8 signed and sealed and the signature must be verified on any electronic copies. Waltor P. Finn PE No.22839 Mi rek USA, Inc. FL Cert WU 6904 Parke East Blvd. Tampa FL 33810 Date: September 15,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307169 509895 F12 Floor 3 1 Job Reference (optional) r IDDerrs LUMDer t,ampany, ralm nay, rL - dceUD, n.J3U s JUr 2c ZU2U MI I eK inuusmes, inc. i ue oep -i D Lucy rage -, ID:Z86d6nQ7glXZV648[XsxR3ymbkx-oGUrC23Cy_9i2F?zgaLCX7FbgNgO29G20rEcllydNwe 0-1-8 H 1 0-9-4 1-0-0 14-9 1-4-9 2-0-0 1-5-15 1-5-15 �P, 8 $dale = 1:21.4 2x4 = 3x4 II 3x4 = 2x4 II 2x4 II 3x4 = 3x4 II 4x6 = 4x4 = 2 4x6 = 3 4 5 6 7 8 9 10 0 0 N 3x6 = 4x6 = 3x4 II 3x4 II 4x6 = 3x4 = 11-3-2 0 2 1-9-0 2-3-4 3.1 a13 5.3.5 3 6.4-13 7-4-13 7 9-04 10-6-2 1 -9• 11-9-2 12-9-10 0-2-1 1-0-6 0-6-0 0-6-0 3- 1_"-9 1-4-9 0- 1•a0 1-0-0 a - 1-5-15 1-5.15 -3• 0.6.0 0.6.0 1-0-8 Plate Offsets (X,Y)— [1:Edge,0-1-8], [2:0-1-8,Edge], [5:0-1-8,Edge], [6:0-1-8,0-0-0], [9:0-1-8,Edge], [10:0-1-8,0-1-0], [10:0-1-8,Edge], [13:Edge,0-1-8], [14:0-4-0,Edge], [15:0-3-0,Edge], [16:0-3.0,Edge], [17:0-4-0,Edge], [21:0-1-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CsL DEFL. in (loc) Udefl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.11 15-16 >999 480 TCDL 20.0 Lumber DOL 1.00 BC 0.52 Vert(CT) -0.18 15-16 >823 240 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.11 11 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) BOT CHORD REACTIONS. (size) 20=0-3-8, 11=0-3-8 Max Grav 20=803(LC 1), 11=811(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-20=798/0, 10-11=-804/0, 1-2=-410/0, 2-3=1811/0, 3-4=1891/0, 4-5=3011/0, 5-6=3011/0, 6-7=3011/0, 7-8=1789/0, 8-9=1715/0, 9-10=347/0 BOT CHORD 16-17=0/2589, 15-16=0/3011, 14-15=0/2567 WEBS 2-19=1006/0, 1-19=0/842, 9-12=-972/0, 10-12=0/836, 17-19=0/424, 2-17=0/1648, 12-14=0/347, 9-14=0/1610, 4-17=809/0, 4-16=0/661, 7-15=0/675, 7-14=-886/0 PLATES GRIP MT20 244/190 Weight: 102 lb FT = 20%F, 11 %E Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 ac and fastened to each truss with 3-10d (0.131" X T) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE Nc.22839 MITak USA, Inc. FL Cert 0034 6804 Parka East Blvd. Tampa FL 33610 Date: September 15,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with Mirek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rpH Quality Criteria, DSB-89 andBCSI Building Component 69D4 Parke East Blvd. Sa/etylydormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply T21307170 509895 F13 Floor 1 1 Job Reference (optional) ,.. —wu, g — F—q, 0-1-8 H �1-0 3x6 = 1 2 3 o.aau s dui cz zuzu mi r eK inuusmes, mc. i ue aep is uat:zo zuzu rage i ID:Z86d6nQ7g1XZV6481XsxR3ymbkx-GT2EP04giIHZgPa9EHsR3LoINm7KnhECFVz9rlydNwd 1-1-13 i 2-M i 1-M 2x4 11 2x4 11 4 5 6 0-1 Scal - 1:21 0 2x4 11 2x4 = 7 8 3x10 = US = 1 54-13 6-4-13 7�-13 12-9-10 0- -1 5-1-15 1-0-0 1, 5-4-13 Plate Offsets (X,Y)— [1:Edge,0-1-8], [4:0-1-8,Edge], [5:0-1-8,0-0-0]1 [8:0-1-8 Edge], 111:0-1-8,Edge], [12:0-1-8,Edge], 115:0-1-8,0-1-81, [16:0-1-8,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.07 10-11 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.54 Vert(CT) -0.09 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.02 9 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-S Weight: 81lb FT=20%F,11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.2(flat) BOT CHORD REACTIONS. (size) 9=0-3-8, 14=0-3-8 Max Grav 9=804(LC 1), 14=804(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=892/0, 3-4=1330/0, 4-5=133010, 5-6=1330/0, 6-7=877/0 BOT CHORD 13-14=0/576, 12-13=0/1189, 11-12=0/1330, 10-11=0/1179, 9-10=0/555 WEBS 4-12=277/0, 5-11=264/0, 2-14=945/0, 2-13=0/570, 3-13=535/0, 3-12=0/421, 7-9=937/0, 7-10=0/581, 6-10=543/0, 6-11=0/414 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3z4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0.131" X W) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wafter P. Finn PE No.22838 MITak USA, Inc. FL Cert $834 8804 Padre East Blvd. Tampa FL 33810 Date: September 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall buckling Individual truss and/or chord members only. Additional temporary and permanent bracing MiTek' building design. Bracing indicated Is to prevent of web 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, see ANSUTPH Quality Criteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 F Job Truss Truss Type Qty Ply T21307171 509895 F14 Floor 1 1 Job Reference (optional) I looms Lumber company, Palm nay, FL - 32905, 8.330 s Jul ez zuzu ml I ex mcusmas, inc. I ue Sep i b 1I2:31:21 zuzu rage i ID:Z86d6nQ7glXZV6481XsxR3ymbkx-kfccck5SUcPQ[Y9Lo?NgcYLyTALWW9CLU9BNBydNwc 0-1-8 F I 1-M 1-64 0 Scale: 3/4°=1' ` 3x4 II 3x4 = 2x4 II 3x4 = 2x4 II 1 2 3 4 3x4 = 5 6 12 3x10 = 3x6 = 13 2x4 = 0 0 A LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.04 8-9 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.54 Vert(CT) -0.06 8-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 59lb FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=0-3-B, 11=0-3-8 Max Grav 7=534(LC 1), 11=534(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=584/0, 3-4=584/0, 4-5=496/0 BOT CHORD 10-11=0/355, 9-10=0/584, 8-9=0/584, 7-8=0/366 WEBS 5-7=-617/0, 2-11=580/0, 2-10=0/418 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 be and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Welter P. Finn PE No.22839 MTek USA, Inc. FL Curt 6834 6904 Parko East Blvd. Tampa FL 33810 Date: September 15,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Beforeuse, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing WOW 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, see ANSM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty 509895 F15 GABLE 1 ��Lce T21307172 (optional) Tibbetts Lumber ComDanv. Palm Rav FI - a9gns - - -_-- coup to ,c.ur:ci cuw rage t �,g ID:Z86d6nQ7g1XZV6481XsxR3ymbkx•#ccck 6cPQIY9Lo7NgcYLloAToWAfLU9jjNBydNwe 0-~ 0-hg Scale = 1:26.5 3x6 FP = 3x4 = 3x4 = 3x4 = 1 2 3 4 5 6 7 8 9 10 11 12 13 2 28 0 N 26 25 24 23 22 21 20 19 18 17 16 15 14 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x6 FP = 1-0 0 2 8 0 40-0 5-0-0 8 6 0 B-9 4 4 10 8� 12-0� 13-0 4 148� 16-0 4 •I �t_n •I.11J1 �� r 1 A n 0 2 ., i n n Plate Offsets (X,Y)— [13:0-1-8,Edge], [15:0-1-8,Ed e], [25:0-1-8 Ed e], [27:0-1-8 0-1-0] [28:D-1-8 0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 15 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 92lb FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 cc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.2(flat) 10-0-0 oc bracing: 25-26,14-15. REACTIONS. All bearings 16-0-4. (lb) - Max Grav All reactions 250 lb or less at joint(s) 26, 14, 20, 15, 16, 17. 18, 19, 25, 24, 23, 22, 21 FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (Ib) or less except when shown. NOTES- 1) All plates are 2x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 cc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3.10d (0.131" X T) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTak USA, Inc. FL Cart NU 6904 Parke Eaet Blvd. Tampa FL 33810 Date: September 15,2020 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MnEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design vaild for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Q ty Ply T21307173 509895 FG1 FLOOR 1 q J Job Reference (optional) f ibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 151237:36 2020 Page 1 ID:Z86d6nQ7g1X7-V6481XsxR3ymbkx-zOe0VpC5MNY9txL4pO1nTSCRwoPh77wgY3OhB9ydNwT 3-2-11 6 3-10 9 4 9 12-5� 15�-7 18 9 2 3 2-11 3-0-15 3 0 15 3.0-15 3-0-15 3-2-11 Scale = 1:31.4 2x4 II 7x8 = 2x4 II 7x8 = 2x4 II 4x12 = Av19 = 46 = 8x12 = TH046 3xio II THD46 7x8 = THD46 3x10 II THD46 8x12 = THD46 4x6 = THD46 THD46 Special Special THD46 THD46 3-2-11 6-3-10 9-4-9 12-5-8 XI ;7 18-9-2 3 2-11 3-0-15 3-0-15 3 0 15 3-0-15 3-2-11 Special Plate Offsets (X,Y)— [3:0-4-0,0-4-8], [5:0-4-0,0-4-8], [8:Edge,0-2-0], [11:0-4-0,0-S4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ice) Vclefi L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.21 11 >999 480 MT20 2441190 TCDL 20.0 Lumber DOL 1.00 BC 0.60 Vert(CT) -0.35 11 >636 240 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(CT) 0.05 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix -MS Weight: 381 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD 2-0-0 cc purlins (5-7-3 max.): 1-7, except end verticals. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.2 *Except* 1-14,7-8: 2x6 SP No.2, 1-13,7-9: 2x4 SP SS REACTIONS. (size) 14=Mechanical, 8=0-5-8 Max Grav 14=8036(LC 1). 8=6940(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-14=6044/0, 1-2=11617/0, 2-3=11617/0, 3-4=18847/0, 4-5=18847/0, 5-6=10079/0, 6-7=10079/0, 7-8=5294/0 BOT CHORD 13-14=0/771, 12-13=0/17413. 11-12=0117413, 10-11=0/16689, 9-1 0=0/1 6689, 8-9=0/544 WEBS 1-13=0M2200, 3-13=6482/0, 3.12=0/1662, 3-11=0/1603, 5-11 =012413, 5-10=0/1768, 5-9=7393/0, 7-9=0/10724 NOTES- 1) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top Chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc, Except member 3-12 2x4 - 2 rows staggered at 0-7-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Graphical purlin representation does not depict the size or the orientation of the purlin along the tap and/or bottom chord. This item has been 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 cc and fastened to each truss with 3.10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. electronically signed and 6) Use USP THD46 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-7-6 sealed by Finn, Walter, PE from the left end to 16-7-6 to connect truss(es) to front face of bottom chord. using a Digital Signature. 7) Fill all nail holes where hanger is in contact with lumber. Printed copies of this 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 481 lb down at 0-11-4, and 1225 lb down at 2-9-10, and 1094 lb down at 18-6-6 on bottom chord. The design/selection of such connection device(s) is the document are not considered responsibility of others. signed and sealed and the signature must be verified LOAD CASE(S) Standard on any electronic copies. 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Walter P. Finn PE No.22838 Vert: 1-7=120, B-14=10 MiTok USA, Inc. FL Cart 8834 0904 Parks East Bird. Tampa FL 33810 Date: September 15,2020 ;ontinued on page 2 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192D20 BEFORE USE. Design valid for use only with MrrekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and thus systems, see ANSM11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty T21307173 509895 FG1 FLOOR 1 [1" Job Reference (optional) ts.csdu s JUI zz zuzu mi I eK mQUsmes, Inc. l ue Sep 15 12:37:35 2020 Page 2 ID:Z86d6nQ7g1XZV6480CsxR3ymbkx-zOe0VpC5MNY9btL4p01nTSCRwoPh77wgY3OhB9ydNwT LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 8=1094(F) 10=1088(F) 15=1091(F) 16=481(B) 17=2313(F=1088, 8=1225) 18=1088(F) 19=1088(F) 20=1088(F) 21=1088(F) 22=1088(F) 23=1088(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI I-7473 rev. 5/19=0 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcatien, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307174 509895 FG2 FLOOR 1 n L Job Reference (optional) I ibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MTek Industries, Inc. Tue Sep 1512:37:36 2020 Page 1 ID:ZB6d66Q7g1XZV6481XsxR3ymbkx-zOe0VpC5MNY9bcL4pO1nTSCOgoPU77zgY3ohB9ydNwT 3-1 12 `r11� 7-11-12 , 9-9-6 11-10-8 , 2-1-2 1-9-10 2-0-8 2-0 8 1-9 10 2-1-2 Scale = 1:19.7 3x4 11 6x12 MT20HS = 2x4 11 3x8 = 2x4 11 6x12 MT20HS = 3x4 11 LOADING (pst) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 TCDL 20.0 Lumber DOL 1.00 BC 0.61 BCLL 0.0 Rep Stress Incr NO WB 0.47 BCDL 5.0 Code FBC2017rrPI2014 Matrix -MS LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SP SS -Except- 1-1 1,7-8:2x6 SP No.2, 3-10,4-10,4-9,5-9: 2x4 SP No.2 REACTIONS. (size) 11=0-3-8, 8=0-3-8 Max Grav 11=6191(LC 1), 8=3320(LC 1) 4x8 = DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) -0.08 9-10 >999 480 MT20 244/190 Vert(CT) -0.13 9-10 >999 240 MT20HS 187/143 Horz(CT) 0.03 8 n/a n/a Weight: 164 Ito FT = 20% BRACING - TOP CHORD 2-0-0 cc puffins (3-1-15 max.): 1-7, except end verticals BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-11=267/0, 1-2=33B/0, 2-3=13152/0, 3-4=13152/0, 4.5=7195/0, 5-6=7195/0 BOT CHORD 10-11=0/7131, 9-1 0=011 0606, 8-9=0/3827 WEBS 2-11=8814/0, 2-10=017924, 3-10=0/530, 4-10=0/3191, 4.9=4276/0, 6-9=0/4432, 6-8=-4771 /0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-2-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc, Except member 3-10 2x4 - 2 rows staggered at 0-3-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) All plates are MT20 plates unless otherwise indicated. 4) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 cc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 8026 Ito down at 3-10-14 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=120, 8-11=10 Concentrated Loads (lb) Vert: 10=8026(F) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cort 8834 6904 Parke East Blvd. Tampa FL 33810 Date: September 15,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5f1912020 BEFORE USE Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?p/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307175 509895 FG3 FLOOR 1 Job Reference (optional) Ibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 1512:37:37 2020 Page 1 ID:Z86d6nQ7g1XZV6481XsxR3ymbkx-RaCOj9Dk7gg7V5vGN5Y008jSCszsezpnj8EjcydNwS 3-10-11 7-M 3-10-11 3-10-10 Scale = 1:14.6 4x4 = 2x4 11 2x4 11 3-10-11 7-95 3-10-11 3-10-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) -0.01 5 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.17 Vert(CT) -0.02 5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/rP12014 Matrix -MS Weight: 104 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD 2-0-0 cc purling (6-0-0 max.): 1-3, except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 6--Mechanical, 4=0-3-8 Max Grav 6=1235(LC 1). 4=1235(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=856/0, 1-2— 160410, 2-3=160410, 3-4=856/0 WEBS 1-5=0/1604, 2-5=-408/0, 3-5=0/1604 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"xv) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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 CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3.10d (0.131" X TJ nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=120. 4-6=210(F=200) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Waiter P. Finn PE No.22839 MTek USA, Inc. FL Cart 8834 6004 Parke East Blvd. Tampa FL 33810 Date: September 15,2020 ® WARNING -Verify design parameters and REND NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192D20 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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, see ANSM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Satefyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307176 509895 FG4 FLAT GIRDER 1 n L Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MTek Industries, Inc. Tue Sep 1512:37:37 2020 Page 1 ID:Z86d6nQ7g 1 XZV6481XsxR3ymbkx-RaCOj9Dk7gg?V5vGN5Y00flh9CjPsYDpnjeEjcydNwS 2-11-1 5-8-6 8 5-10 11-2-15 14-2-0 2-11-1 2-9-5 2-9-5 2-9-5 2-11-1 2x4 11 3x8 = 2x4 II 4x8 = Scale = 1:23.6 3x4 11 3x4 11 5x6 = 2-11-1 5-8.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) -0.02 10 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.76 Vert(CT) -0.12 9-10 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.59 Horz(CT) 0.03 7 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.02 10 >999 240 Weight: 195lb Fr=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD 2-0-0 cc purlins (6.0-0 max.): 1-6, except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD - Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2'Excepr 1-12,6-7: 2x6 SP No.2 REACTIONS. (size) 12=0-7-10, 7=0-7-10 Max Grav 12=2858(LC 1), 7=2858(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-12=2703/0, 1-2=3935/0, 2-3=3935/0, 3-4=5999/0, 4-5=5999/0, 5-6=261/0, 6-7=589/0 BOT CHORD 11-12=0/280, 10-11=0/6030, 9-10=016030, 8-9=0/3970, 7-8=0/3970 WEBS 1-11=0/4212, 2-11 =11 04810, 3-11=2397/0, 4-9=1079/0, 5-9=0/2321, 5-7=-4274/0 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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 CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h=25ft; B=85ft; L=69ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) 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) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-6=-407, 7-12=10 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-6=387. 7-12=10 This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22838 MTTek USA, Inc. FL Cart 6634 6884 Parka East Blvd. Tampa FL 33610 Date: September 15,2020 'ontinued on page 2 �I ®WARNING -Verify design parars meteand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1VA20 BEFORE USE - � • Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety trrfonnation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 509895 FG4 FLAT GIRDER 1 T213076 17 Job Reference (optional) ,.,.,..•w ..�����^ray n a55 man �� - �����, M. RIU s Jul 22 2U2U MI Felt Industries. Inc. Tue Sep 15 12:37:37 2020 Page 2 ID:Z86d6nQ7gl XZV6481XsxR3ymbkx-RaCOj9Dk7gg7V5vGN5YODflh9CjPsYDpnj8EjcydNwS LOAD CASE(S) Standard 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=327, 7-12=30 4) Dead + 0.6 MVVFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=236, 7-12=6 5) Dead + 0.6 MVVFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=236, 7-12=6 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=329, 7-12=10 7) Dead + 0.6 MVVFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-6=329, 7-12=10 8) Dead + 0.6 MVVFRS Wind (Pas. Internal) 1 st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=236, 7-12=6 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=268, 7-12=6 10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=329, 7-12=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=329, 7-12=10 12) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniforn Loads (plf) Vert: 1-6=327, 7-12=10 13) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=388, 7-12=10 14) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-388, 7-12=10 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=388, 7-12=10 16) Dead +0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=388, 7-12=10 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. W1912D20 BEFORE USE. • Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Saletyinfonnagon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307177 509895 FG5 FLAT GIRDER 1 Job Reference (optional) i iDDeRS LtlmDer company, t-aim may, rL - JzauD, 8.330 s Jul 22 2020 MTek Industries, Inc. Tue Sep 15 12:37:39 2020 Page 1 ID:Z86d6nQ7g1XZV648IXsxR3ymbkx-NzKBBq flwjkO3fVWbU54gzyOPLKQz6E1dLoUydNwQ 2 4 13 4-63 6.7-8 9-0S 11-12 13-7-14 16 0 6 18-0-14 20.11-2 2-4-13 2-15 2-15 2-4-13 2-4 13 2-2-12 2� 8 2-0 8 25-4 3x8 = Sx12 = 8x8 = Scale = 1:35.2 3x10 = 3x4 II 3x4 II 6x8 = 8x10 = 8x8 = 4x12 = 6x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (foe) I/defi L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.04 17 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.67 Vert(CT) -0.08 17 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.71 Horz(CT) 0.02 11 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.04 17 >999 240 Weight: 292 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-10, except end verticals. 1-7: 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 1 D-O-0 oc bracing, Except: BOT CHORD 2x6 SP No.2 6-0-0 cc bracing: 14-15,13-14. WEBS 2x4 SP No.2 *Except* 1-20,10-11: 2x6 SP No.2 REACTIONS. (size) 20=0-6-14, 11=0-3-8, 15=0-3-8 (req. 0-6-14) Max Uplift 20=125(LC 8), 11=544(1_C 8), 15=1918(LC 8) Max Grav 20=2627(LC 1), 11=3248(LC 1), 15=11685(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-20=2483/439, 1-2=2999/606, 2-3=2999/606, 3 4=537911646, 4-5=5379/1646, 5-6=1550/5363, 6-7=155015363, 7-8=3208/1027, 8-9=3208/1027, 9-10=277/86, 10-11=1051/331 BOT CHORD 18-19=1215/4911, 17-18=121514911, 16-17=402/1163, 15-16=-402/1163, 14-15=252/59, 13-14=252/59, 12-13=1022/3263, 11-12=102213263 WEBS 1-19=698/3395, 2-19=-678/0, 3-19=2367/754, 3-17=548/580, 4-17=3078/1172, 5-17=1479/5010, 5-16=-415/134, 5-15=7756/2319, 6-15=30561912, 7-15=6214/1871, 7-14=-441/150, 7-13=1232/4125, 8-13=2129/673, 9-11=3599/1128 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=85ft; L=69ft; eave=Bft; Cat. 11; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) 0-2-12 to 7-1-9, Interior(1) 7-1-9 to 20-8-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) WARNING: Required bearing size at joint(s)15 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 20, 544 lb uplift at joint 11 and 1918 lb uplift at joint 15. 10) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10. 11, 12, 13, 14, 15, 16, 17, 18, 19, 20 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. Jd6t6m#, tabitttditt representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MTak USA, Inc. FL Cart 6034 6904 Parka East Blvd. Tampa FL 33610 Date: September 15,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSI1TP11 Quality Criteria, DSB-89 andBCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307177 509895 FG5 FLAT GIRDER 1 Job Reference (optional) r NOW- wriarar tympany. Faun aay, FL - o2auo, 6.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 1512:37:39 2020 Page 2 NOTES- ID:Z86d6nQ7g1XZV648UCsxR3ymbkx-NzK88gE flw)kO3fVWbU54gzy0PLKQz6E1dLoUydNwQ 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2625 lb down and 1342 lb up at 6-7-8 on top 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=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-21=380, 21-23=248, 10-23=932, 11-20=10 Concentrated Loads (lb) Vert: 4=2625 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-21=340, 21-23=228, 10-23=807, 11-20=10 Concentrated Loads (lb) Vert: 4=2221 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-21=239, 21-23=168, 10-23=536, 11-20=30 Concentrated Loads (lb) Vert: 4=1413 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=12. 21-22=56, 22-23=68, 10-23=282, 11-20=6 Concentrated Loads (lb) Vert: 4=1342 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=1, 21-23=68, 7-23=282, 7-10=294, 11-20=6 Concentrated Loads (lb) Vert:4=1342 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=267, 21-23=192, 10-23=581, 11-20=10 Concentrated Loads (lb) Vert: 4=1494 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=267, 21-23=192, 10-23=581, 11-20=10 Concentrated Loads (lb) Vert: 4=1494 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=31, 21-23=77, 10-23=162, 11-20=6 Concentrated Loads (lb) Vert: 4=915 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=31, 21-23=77, 10-23=162, 11-20=6 Concentrated Loads (lb) Vert: 4=915 10) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=-232, 21-23=170, 10-23=-493, 11-20=10 Concentrated Loads (lb) Vert: 4=1239 11) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=232, 21-23=170, 10-23=493, 11-20=10 Concentrated Loads (lb) Vert: 4=1239 12) Dead +0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=31, 21-23=77, 10-23=162, 11-20=6 Concentrated Loads (lb) Vert: 4=915 13) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=96, 21-23=109, 10-23=-40, 11-20=6 Concentrated Loads (lb) Vert:4=264 14) Dead +0.6 MWFRS Wind (Neg. Internal) list Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=232, 21-23=170, 10-23=493, 11-20=10 Concentrated Loads (Ib) Vert: 4=1239 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=232, 21-23=170, 10-23=-493, 11-20=10 Continued on page 3 ® WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MIiEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with Mrek®connectors. This design is based only upon parameters shown, and is for an Individual building component, not e a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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, see ANS11TPl1 Quality Cdteda, DS8-99 and BCSI Building Component 6904 Parke East Blvd. SatWintomration available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307177 509895 FG5 FLAT GIRDER 1 n L Job Reference (optional) I Ibbetts Lumber Uompany, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MTek Industries, Inc. Tue Sep 151237:39 2020 Page 3 ID:Z86d6nQ7g1XZV6480(sxR3ymbkx-NzK88gE flw)kO3fVWbU54gzy0PLKQz6E1dLoUydNwQ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=1239 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-21=219, 21-23=168, 10-23=-431, 11-20=10 Concentrated Loads (lb) Vert: 4=1010 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=350, 21-23=229, 10-23=853, 11-20=-10 Concentrated Loads (lb) Vert: 4=2393 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 1-21=350, 21-23=229, 10-23=853, 11-20=10 Concentrated Loads (Ib) Vert: 4=2393 19) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=350, 21-23=229, 10-23=-853, 11-20=10 Concentrated Loads (lb) Vert: 4=2393 20) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 1-21=350, 21-23=229, 10-23=853, 11-20=10 Concentrated Loads (lb) Vert: 4=2393 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119=0 BEFORE USE. • Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the Fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSNTpIt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety trdormatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty, Ply T21307178 509895 FG6 FLOOR 1 2 Job Reference (optional) i00ens Lumber company, Halm aay, FL - 3290b, 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 1612:37:39 2020 Page 1 ID:Z86d6nQ7g1XZV6481XsxR3ymbkx-NzK88gE flwjkO3fVWbU54g3iOQ_Kb?6E1dLoUydNwQ Scale = 1:12.8 2x4 11 4x4 = 4-3-4 4-3-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL) -0.03 3-4 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.0D BC 0.63 Vert(CT) -0.04 3-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix -MP Weight: 58lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 4=0-6-0, 3=0-3-8 Max Grant 4=965(LC 1), 3=1202(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Use USP THD46 (With 18-16d nails into Girder & 12-1 Od nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-5-1 from the left end to 3-5-1 to connect truss(es) to front face of bottom chord. 6) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=120, 3-4=10 Concentrated Loads (lb) Vert: 5=824(F) 6=826(F) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 8834 6904 Parke East Blvd. Tampa FL 33810 Date: September 15,2020 ®WARMNG -verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP473 rev. 6/192020 BEFORE USE • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' building prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TF/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety intiarmation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss ussType Qty Ply509B95 T21307179 FG7 [FLOOR 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 Ivfek Industries, Inc. Tue Sep 1512:37:40 2020 Page 1 ID:Z86d6nQ7gl XZV6481XsxR3ymbkx-s9uWLAFcQb2aMYer2D6jdlNE?Qtu30JGThMvKxydNwP 4x6 = Scale = 1:14.1 2x4 II 2x4 11 3-" 3-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deti L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(ILL) -0.01 5 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.13 Vert(CT) -0.02 5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix -MS Weight: 97lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD 2-0-0 cc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.2 *Except* 1-6,34: 2x6 SP No.2 REACTIONS. (size) 6=0-7-10, 4=0-7-10 Max Grav 6=1263(LC 1), 4=1263(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=1164/0, 1-2=-1392/0, 2-3=1392/0, 3-4=1164/0 WEBS 1-5=0/1336, 2-5=1270/0, 3-5=0/1336 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 -1 row at D-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Load case(s) 1, 2 hasihave been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 or. and fastened to each truss with 3-10d (0.131" X V) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=376, 4-6-10 2) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=376, 4-6=10 This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tamps FL 33610 Date: September 15,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetyinformatfon available from Truss Plate Institute, 2670 Crain. Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Q ty T21307180 509895 FG8 GABLE 1 ["T2Job Reference (optional) Company, vatm tray, rL - 32YUb, 8.330 s Jul 22 2020 MTek Industries, Inc. Tue Sep 1512:37:40 2020 Page 1 ID:Z86d6nQ7gl XZV6481XsxR3ymbkx-sguWLAFcQb2aMYe2D6jdlNG7Qts32?GThMvKxydNwP 3-6-14 Scale=1:11.6 6 7 5 4 2x4 II 3x8 = 2x4 II THD26 3-6-14 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.05 TCDL 20.0 Lumber DOL 1.00 BC 0.14 BCLL 0.0 Rep Stress Incr NO WB 0.02 BCDL 5.0 Code FBC2017/rPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (size) 6=3-6-14, 4=3-6-14, 5=3-6-14 Max Uplift 6=127(LC 4), 4=76(LC 17), 5=593(LC 4) Max Grav 6=258(LC 1), 4=90(LC 13), 5=1178(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL. in (loc) Vdeft Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 2441190 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 4 n/a n/a Weight: 46 lb FT = 20% BRACING - TOP CHORD 2-0-0 cc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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 CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=85ft; L=69R; eave=2ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 cc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint 6, 76 lb uplift at joint 4 and 593 lb uplift at joint 5. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Use USP THD26 (With 18-16d nails into Girder & 12-10d x 1-1/2 nails into Truss) or equivalent at 1-4-0 from the left end to connect truss(es) to front face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=120, 4-6=10 This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTak USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ,ontinued on page 2 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mel( prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely/Mormation available from Tress Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307180 509895 FGB GABLE 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 Mtl eK Industries, Inc. I Ue bep it) lz:Sf:41 zuzu Page z I D:Z86d6nQ7g 1 XZV6481XsxR3ym bkx-KLSvY WGEBvARziD2cxdyAVW RtpD50V EPiL6StNydN WO LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 7=994(F) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307181 509895 HA Diagonal Hip Girder 2 1 Job Reference (optional) bbetts Lumber Company, Palm Bay, FL - 32905, 2 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 1512:37:42 2020 ;r6r, ax4 — NAILED NAILED — NAILED v 3x4 = Scale=1:22.6 6-0-0 6-0-0 9-10-1 3-10-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.09 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.09 7-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Hcrz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-8 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 4=Mechanical, 2=0-10-7, 5=Mechanical Max Harz 2=267(LC 8) Max Uplift 4=94(LC 8), 2=460(1_C 8), 5=237(LC 8) Max Grav 4=94(LC 28), 2=491(LC 28), 5=393(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=735/432 BOT CHORD 2-7=-487/629, 6-7=487/629 WEBS 3-7=72/305, 3-6=737/571 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3•second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=85ft; L=69ft; eave=8ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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 94 lb uplift at joint 4, 460 lb uplift at joint 2 and 237 lb uplift at joint 5. 6) "NAILED" indicates 3-1Od (0.148"x3') or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=54, 5-8=20 Concentrated Loads (lb) Vert: 11=117(F=58, 8=58) 13=74(17=37, B=37) 15=10(F=5, B=5) 16=62(1`=31, B=31) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this F document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MITek USA, Inc. FL Cart 8034 6004 Parke East BNd. Tampa FL 33610 Data: September 15,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19=20 BEFORE USE. Design valid for use only with Mrrek8i connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSh7Pl1 Quality Criteria, DSO-89 and SCSI Building Component 6904 Parke East BNd. Safety Information available from Truss Plate Institute, 2670 Cmin Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307182 509895 HJ2 DIAGONAL HIP GIRDER 7 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MTek Industries, Inc. Tue Sep 1512:37:42 2020 Page 1 ID:ZB6d6nQ7g1XZV6481XsxR3ymbkx-oYOHmsHsyDllbsoEAeBBjSYfDWRXxVYw RPpydNwN -1-10-10 4-0-0 7-0-2 , Scale=1:17.5 4-0-0 7-0-2 4-0-0 3-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) Udefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.03 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.04 7-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Weight: 31lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (size) 4=Mechanical, 2=0-10-7, 5=Mechanical Max Horz 2=208(LC 24) Max Uplift 4=87(LC 24), 2=447(LC 8), 5=228(1-C 5) Max Grav 4=74(LC 13),2=305(LC 28),5=176(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=326/348 BOT CHORD 2-7=398/271, 6-7=398/271 WEBS 3-6=308/451 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-1-14 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=85ft; L=69ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf 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 87 lb uplift at joint 4, 447 lb uplift at joint 2 and 228 lb uplift at joint 5. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=54, 5-8=20 Concentrated Loads (lb) Vert: 7=1O(F=5, B=5) 11=117(F=58, B=58) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cart 0634 8804 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19R020 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mel( prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. . Salefy/nfamnafion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job s Truss Type Qty Ply THJ3 509895 Diagonal Hip Girder 1 1 LbT21307183 Reference (optional) •���••- ��•••-���•r�v���r, �- ��� aAJ a JU1 ZZ ZUZU lwl l eK Inousrles, Inc. I ue sep lb 1Z:31:432UZU Pagel ID:Z66d6nQ7gl XZV6481XsxR3ymbkx-Gkaf7CHUjWQ9DONQkMfQFw7HdupGP_i9ebZxGydNwM 1-10 10 23-10 4-23 1-10-10 2310 1-10.8 4-2-3 4-2-3 LOADING (psfl SPACING- 2 'D CSI. DEFL. in (loc) I/defl Lid TOLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.04 4 7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.04 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Hore(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-10-7, 4=Mechanical Max Horz 2=148(LC 8) Max Uplift 3=81(LC 8), 2=291(LC 8) Max Grav 3=86(LC 28), 2=250(LC 28), 4=71(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:12.6 PLATES GRIP MT20 244/190 Weight: 16 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=85ft; L=69ft; eave=Bft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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 81 lb uplift at joint 3 and 291 lb uplift at joint 2. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.26) toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 4-5=20 Concentrated Loads (lb) Vert: 8=117(F=58, B=58) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Waltor P. Finn PE No.22839 M7ek USA, Ine. FL Cert 6834 6964 Parke East Blvd. Tampa FL 33810 Date: September 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119=20 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTeW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Ouardy Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty T21307184 509895 HJ4 Diagonal Hip Girder 4 �Ply 1 Jab Reference(optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MTek Industries, Inc. Tue Sep 15 12:37:44 2020 Page 1 ID:Z86d6nQ7gl XZV6481XsxR3ymbkx-kw71 BY17UgYOgAycH3Afo8YtE1 C47gvrO1KGTiydNwL -1-10-10 6-0-0 9-1-9 1-10-10 6-0-0 3-1-9 Scale = 121.3 NAILED NAILED NAILED 3x4 = 6-0-0 3.1-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.08 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.09 7-10 >999 180 BCLL 0.0 Rep Stress [nor NO WB 0.15 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 39lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-8-0 cc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 4=Mechanical, 2=0-7-6, 5=Mechanical Max Horz 2=252(LC 8) Max Uplift 4=75(1_C 8), 2=441(LC 8), 5=248(LC 8) Max Grav 4=74(LC 28), 2=456(LC 28), 5=393(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=662/392 BOT CHORD 2-7=-421/523, 6-7=-421/523 WEBS 3-7=96/296, 3-6=658/530 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=85ft; L=69ft; eave=Bft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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 75 lb uplift at joint 4, 441 lb uplift at joint 2 and 248 lb uplift at joint 5. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.26") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4-54, 5-8=20 Concentrated Loads (lb) Vert: 11=117(F=58, B=58) 13=74(F=37, B=37) 15=1O(F=5, B=5) 16=62(F=31, B=31) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cart 9934 9904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119TMO BEFORE USE . Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mew prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. SafeWinformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307185 509895 HJ5 Diagonal Hip Girder 1 1 Job Reference (optional) ivua�m wmuo, wuiPany, rann Day, rL - acaua, t5.33U s JUI 22 2U20 mi I ex Industries, Inc. Tue Sep 15 12:37:45 2020 Page 1 ID:Z86d6nQ7gl XZV6481XsxR3ymbkx-C7hPOuJIE8gtSJXprmiuKL43uRYm klQ?dy4fO8ydNwK -1-10-10 4-0-0 6-11-15 1-10-10 4-0-0 2-11-15 Scale=1:17.5 4-0-0 4-0-0 6-11-15 2-11-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.03 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.03 7-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC20171rP12014 Matrix -MS Weight:31 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (size) 4=Mechanical, 2=0-7-5, 5=Mechanical Max Harz 2=207(LC 24) Max Uplift 4=83(LC 24), 2=380(LC 8), 5=152(LC 5) Max Grant 4=72(LC 13), 2=344(LC 28), 5=186(LC 28) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-470/288 BOT CHORD 2-7=339/339, 6-7=339/339 WEBS 3-6=385/386 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. 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=85ft; L=691t; eave=8ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will rd 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 83 lb uplift at joint 4, 380 lb uplift at joint 2 and 152 lb uplift at joint 5. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=54, 5-8=20 Concentrated Loads (lb) Vert: 7=1O(F=5, B=5) 11 =1 17(F=58, B=58) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walhr P. Finn PE No.22839 Mi rek USA, Inc. FL Cert S934 6904 Parke East Blvd. Tampa FL 33610 Data: September 15,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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, see ANSI/rpll Quality Criferfa, DSB-89 and SCSI SuOding Component 6904 Parke East Blvd. Safety Informadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty . T21307186 509895 HJ6 Diagonal Hip Girder 1 [ly 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 TCDL 7.0 Lumber DOL 1.25 BC 0.15 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2017rTP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-6, 4=Mechanical Max Horz 2=109(LC 8) Max Uplift 3=30(1_13 5), 2=282(LC 8), 4=29(LC 13) Max Grav, 3=76(LC 24), 2=211(LC 28), 4=95(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 1512:37:46 2020 Page 1 ID:Z86d6nQ7g1XZV6481XsxR3ymbkx-gJFncEKN?Rok4T5?PUD7tZdEegw1Tmk8rcpDYaydNwJ 2-4-4 2-4-4 Scale = 1:9.4 DEFL. in (loc) Vdell L/d PLATES GRIP Vert(LL) -0.01 4-7 >999 240 MT20 244/190 Vert(CT) -0.01 4-7 >999 180 Horz(CT) 0.00 2 n/a n/a Weight: 10 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-4 cc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=85ft; L=69ft; eave=Bft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIITPI 1. 3) Gable studs spaced at 2-0-0 cc. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 3, 282 Ib uplift at joint 2 and 29 lb uplift at joint 4. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 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 (pif) Vert: 1-3=54, 4-5=20 Concentrated Loads (Ib) Vert: 8=95(F=47, B=47) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 MiTak USA, Inc. FL Cart 8834 6904 Parke Eaat Blvd. Tampa FL 33610 Date: September 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119=20 BEFORE USE. Design valid for use only with M7ek6 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANS11TP11 Qualify Criteria, DSB-99 andBCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307187 509895 K1 Hip Girder 1 2 Job Reference (optional) _• s um, ar ompa, y, a„„ ar, L—Q, 8.330 a Jul 22 2020 MI I eK Indusirles, Inc. I ue Sep 16 12:3/:49 2U2O rage i ID:Z86d6nQ7g1XZV6481XsxR3ymbkx-5uxwEFMFIMAIxxga4cmgVBFjZ2mtgGzaXa2t9vydNwG r1-0-0 , 5-0-0 , 6-6-0 11-11-2 17-6-0 23-0-14 28�6-0 30-0-0 35.0-0 36•-0-0 '1-0-0 ' 5-0-0 14r0 55 2 5.6-14 5 14 5-5-2 1-6-0 5-0-0 1 4 0 Scale = 1:61.4 Special NAILED NAILED NAILED NAILED NAILED 5x6 = _ Special a ^^ NAILED NAILED 3x8 = NAILED 7xB NAILED 3x8 = NAILED -5x6 = 'a 35 36 " 37 38 39 19 40 41 42 1 3 43 44 1z 4x4 = 3x8 = NAILED NAILED 5x6 = NAILED 3x8 = NAILED 5x6 = NAILED 3x8 = 4x4 = Special NAILED NAILED NAILED NAILED NAILED Special 65-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.39 BC 0.91 WB 0.42 Matrix -MS DEFL. i� (loc) I/deft Ud Vert(LL) -0.28 14 >999 360 Vert(C-1) -0.53 ,14-15 >789 240 Horz(CT) 0.17 10 n/a n/a Wtnd(LL) 0.45 14 >928 240 PLATES GRIP MT20 244/190 Weight: 389lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except• TOP CHORD Structural wood sheathing directly applied or 5-2-15 oc purlins, 4-6,6-8: 2x6 SP No.2 except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins (5-6-3 max.): 4-8. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-15 oc bracing. REACTIONS. (size) 2=0-5-8, 10=0-5-8 Max Horz 2=180(LC 6) Max Uplift 2=1631(LC 8), 10=1631(LC 8) Max Grav 2=2776(LC 29), 10=2776(LC 30) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5529/3122, 3-4=5438/3123, 4-5=4806/2789, 5-6=7926/4545, 6-7=7926/4545, 7-8=4806/2789, 8-9=5439/3123, 9-10=5530/3122 BOT CHORD 2-16=263214997, 15-16=386317211, 14-15=3863/7211, 13-14=3863/7152, 12-13=3863/7152, 10-12=2632/4863 WEBS 3-16=287/345, 4-16=101512005, 5-16=2776/1535, 5-15=0/426, 5-14=504/969, 6-14=653/633, 7-14=503/971, 7-13=0/426, 7-12=2774/1535, 8-12=1015/2007, 9-12=288/345 . NOTES- 1) 2-ply truss to be connected together with 10d (0.131'W') nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. This item has been 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. electronically signed and 3) Unbalanced roof live loads have been considered for this design. sealed by Finn, Walter, PE 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=85ft; L=69ft; eave=8ft; Cat. using a Digital Signature. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 printed copies of this p 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not Considered 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 signed and sealed and the will fit between the bottom chard and any other members. Signature must be Verified 8) Provide mechanical connection (by others) of truss to bearing plate capabl6 of withstanding 1631 lb uplift at joint 2 and 1631 lb uplift on any electronic copies. r at joint 10. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Walter P. Finn PE No.22039 10) "NAILED" indicates 3-10d (0.148")3") or 3-12d (0.148"x3.261 toe -nails per NDS guidlines. MiTek USA, Inc. FL Cart 6934 6904 Parke East Blvd. Tampa FL 33610 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 306 lb down and 300 lb up at Data: 6-6-0, and 306 lb down and 300 lb up at 28-&0 on top chord, and 407 lb down and 260 lb up at 6-6-0, and 407 lb down and 260 lb up at 28-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. September 15,2020 ontinued on page 2 .DAD GASIE(S) Standard ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with M7ek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and popedy 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 MITOW 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, see ANSHIPI! Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307187 509895 K1 Hip Girder 1 Jab Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 6.33U s Jul ZZ 2UZU MIl eK Industries, Inc. I ue Sep 15 1z:s/:0U zuzu rage z ID:Z86d6nQ7g1 XZV6481XsxR3ymbkx-Z4VIRbNt3gl9Y5PmeKH31 PouJS66PTDkmEnQhMydNwF LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert. 1-4=54, 4-8=54, 8-11=54, 17-20=20 Concentrated Loads (lb) Vert: 4=102(B) 8=102(B) 16=373(13) 12=373(B) 23=102(B) 24=102(B) 26=102(B) 27=102(B) 28=102(B) 29=102(B) 30=102(B) 31=102(B) 33=102(B) 34=102(B) 35=55(B) 36=55(B) 37=55(B) 38=55(B) 39=55(B) 40=55(B) 41=55(B) 42=55(1]1) 43=55(B) 44=55(B) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119=20 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall only. Additional temporary and permanent bracing MiTek' building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members 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, see ANSM1711 Quality Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oily Ply T21307188 509895 K2 Hip 1 1 Job Reference (optional) aru Lumuar tympany, rain Bay, FL - 32a06, 8.330 s Jul 22 2020 MTek Industries, Inc. Tue Sep 15 12:37:512020 Page 1 ID:ZB6d6nQ7g1XZV6481XsxR3ymbkx-1H2gfxOWq_QOAE_zclolacK?ErSlBg7t?uX DoydNwE r1 4 0 , 5 0 0 5 6-0 141r0 20-6-0 26-6-0 30-0 0 35-0-0 a6-0-0 6-0-0 6-0-0 3-0-0 5-0-0 rO 3x4 = 8-M 5x6 = 3x8 = 3x4 = 3x4 = 3x4 = Sx6 = 5x6 = 3x4 = 3xB = Scale = 1:61.4 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.20 13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.43 13-15 >968 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.29 13 >999 240 Weight: 172lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5.6 oc pudins, except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins (3-4-12 max.): 4-7. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size) 2=0-5-8, 9=0-5-8 Max Harz 2=227(LC 11) Max Uplift 2=799(11_C 12), 9=799(LC 12) Max Grant 2=1367(LC 1), 9=1367(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2467/1950, 34=2259/1762, 4-5=1952/1625, 5-6=2633/2093, 6-7=195211625, 7-8=2259/1762, 8-9=2467/1950 BOT CHORD 2-15=1565/2190, 13-15=1723/2570, 11-13=1718/2570, 9-11=1569/2175 WEBS 3-15=314/429, 4-15=-498/755, 5-15=828/672, 6-11=828/672, 7-11=498/755, 8-11=315/429 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=6.0psf; h=25ft; B=85ft; L=69ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 5-6-13, Interior(1) 5-6-13 to 8-6-0, Exterior(2) 8-6-0 to 18-3-2, Interior(1) 18-3-2 to 26.6-0, Exterior(2) 26-6-0 to 36-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. ' This item has been 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. electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 799lb uplift at joint 2 and 799 lb uplift at sealed by Finn, Walter, PE joint9. using a Digital Signature. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walhr P. Finn PE No.22839 MTok USA, Inc. FL Cert 6634 8804 Parks East Blvd. Tampa FL =10 Date: September 15,2020 ®WARNING -Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/18=0 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job russ Truss Type Qty Ply T21307189 509895 [K3 Hip 1 1 Jab Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MTek Industries, Inc. Tue Sep 1512:37:52 2020 Page 1 ID:Z86d6nQ7g1XZV6481XsxR3ymbkx-VTc3sH08bHZtoOZ911Kx7gt6EFpZtKt1 EYGXIEydNwD r1-4-0 B-M 106-0 17-&0 24-M 27-0-0 35-0-0 36-00, 1-4 0 B-M 2-6-0 7-0-0 7-0-0 2�i0 B-0-0 5x6 = 2x4 II 5x6 = Scale=1:61.4 Iq 0 14 14 1L 11 lu 3x4 = 2x4 II 5xB = 3x8 = 5x8 = 2x4 II 3x4 = 27-M LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2017lrP12014 CSI. TC 0.88 BC 0.78 WB 0.60 Matrix -MS DEFL. in (]cc) I/deb L/d Vert(LL) -0.14 12 >999 360 Vert(CT) -0.30 11-12 >999 240 Horz(CT) 0.11 8 n/a n/a Wind(ILL) 0.21 12 >999 240 PLATES GRIP MT20 244/190 Weight: 184lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP SS -Except- TOP CHORD Structural wood sheathing directly applied or 3-9-11 cc purlins, 4-6: 2x4 SP No.2 except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins (3-1-13 max.): 4-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-9-5 cc bracing. REACTIONS. (size) 2=0-5-8, 8=0-5-8 Max Horz 2=273(LC 11) Max Uplift 2=799(LC 12), 8=799(LC 12) Max Grav 2=1367(LC 1). 8=1367(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2378/1873, 3-4=2086/1817, 4-5=2197/1899, 5-6=2197/1899, 6-7=2086/1817, 7-8=2378/1873 BOT CHORD 2-14=1457/2097, 13-14=1457/2097, 12-13=1126/1807, 11-12=1129/1807, 10-11 =1 460/2056, 8-1 0=1 460/2056 WEBS 3-13=586/628, 4-13=-446/546, 4-12=-440/589, 5-12=-438/571, 6-12=440/589, 6-11=-446/546, 7-11=586/628 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (&second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf,, h=25ft; B=85ft; L=69R; eave=8ft; Cat. It: Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 5-6-13, Interior(1) 5.6-13 to 10-6-0, Exterior(2) 10-6-0 to 20-3-2, Interior(1) 20-3-2 to 24-&0, Exterior(2) 24-6-0 to 34-5-8, Interior(1) 34-5-8 to 36-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 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. electronically signed and 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 sealed by Finn, Walter, PE Will fit between the bottom chord and any other members. using a Digital Signature. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 799 lb uplift at joint 2 and 799 lb uplift at printed copies of this joint 8. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. document are not Considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cart 6634 8804 Padro East Blvd. Tampa FL 33610 Date: September 15,2020 ®WARNING -Verify design parameters and READ NOTES ON TFUS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119=0 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Is buckling individual truss and/or chord members only. Additional temporary and permanent bracing WeV building design. Bracing indicated to prevent of web 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, see ANSYM11 Quality Criteria, DSB-89 andBCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply T21307190 509895 K4 Roof Special �Qty 1 1 Job Reference (optional) Company, Falm Bay. rL- dzuub, 4x4 = 15-6-0 5x6 = 3x8 = 5x8 = 8.330 s Jul 22 2020 MTek Industries, Inc. Tue 5x6 = 5x6 = 2x4 II 1512:37:53 2020 Pagel 9-8-8 i 15-0 0 22-6-0 27-0-0 -0-0 35-0-0 9-BA 5-9 8 7-0-0 48-0-0 Scale: 3/16"=l' 3x4 = Plate Offsets (X,Y)— [4:0-3-0,0-2-0],[6:0-40,0-2-8],[7:0-3.0,0-2-0],[12:0-3-0,0-3-0],[13:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.21 14-17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.45 14-17 >924 240 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.11 9 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.23 11-20 >999 240 Weight: 188 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD WEBS REACTIONS. (size) 2=0-5-8, 9=0-5-8 Max Horz 2=318(LC 10) Max Uplift 2=799(LC 12), 9=799(LC 12) Max Grav 2=1369(LC 17), 9=13B9(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2408/1941, 3-4=2164/1753, 4-5=1856/1612, 5-6=2027/1739, 6-7=1796/1628, 7-8=1954/1649, 8-9=2376/1807 BOT CHORD 2-14=157812288, 13-14=1397/2190, 12-13=1024/1663, 11-12=1438/2051, 9-11=1438/2051 WEBS 3-14=387/488, 4-14=566/780, 5-14=545/454, 5-13=702/656, 6-13=385/590, 7-13=215/309, 7-12=300/606, 8-12=607/555, 8-11=0/255 Structural wood sheathing directly applied, except 2-0-0 cc purlins (2-2-0 max.): 4-5, 6-7. Rigid ceiling directly applied or 4-5-6 cc bracing. 1 Row at midpt 7-13 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=85ft; L=69ft; eave=8ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 5-6-13, Interior(l) 5.6-13 to 9-8-8, Exterior(2) 9-8-8 to 12-8-8, Interior(1) 124e-8 to 15-6-0, Extedor(2) 15-6-0 to 29-4-13, Interior(1) 294-13 to 36-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 799 lb uplift at joint 2 and 799 lb uplift at joint 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. , Walter P. Finn PE No.22939 M7ak USA, Inc. FL Cart 9934 9904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119=0 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WeV 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 tresses and truss systems, see ANSM11 Quality Criteria, DSB-89 andBCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T21307191 509895 K5 Roof Special 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MTek Industries, Inc. Tue Sep 1512:37:54 2020 Page 1 ID:Z86d6nQ7g1XZV6481XsxR3ymbkx-RrkpHzQO7vpb1ijXt9M?CFyQP3VhLC7Khsleg7ydNwB r1�-0 7-8-8 10 8 6 17-6-0 20-r0 27-0-0 35-0-0 6-0-0, 1-0 0 7-8-8 3-0-0 6-9-8 3-0-0 6-6-0 B-G-0 1 4 0 4x4 = 5x6 = 5x6 = 14 14 1z 17 ILI 2x4 II 5x6 = 3x8 = 5x6 = 2x4 II 35.0-0 Scale: 3/16"=1' 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.15 12-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.32 12-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.11 8 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Wind(LL) 0.2212-13 >999 240 Weight: 1911b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins, except 1-3,4-5: 2x4 SP SS 2-0-0 cc purlins (3-6-5 max.): 3-4, 5-6. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or S-6-13 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 4-12 REACTIONS. (size) 2=0-5-8, 8=0-5-8 Max Horz 2=364(LC 10) Max Uplift 2=798(1_C 12), 8=798(1_10 12) Max Grav 2=1367(LC 1), 8=1367(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2371/1810, 3-4=2475/2057, 4-5=1848/1509, 5-6=157211483, 6-7=1813/1500, 7-8=2388/1739 BOT CHORD 2-14=144112144, 13-14=1439/2137, 12-13=1740/2498, 11-12=815/1507, 10-11=135612061, 8-1 0=1 355/2065 WEBS 3-13=494/720, 4-13=513/502, 4-12=1078/1004. 5-12=353/541, 6-12=238/319, 6-11=298/490, 7-11=763/633, 7-10=0/317 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=6.0psf: h=25ft; B=85ft; L=69ft; eave=Bft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 5.6-13, Interior(1) 5-6-13 to 7-8-8, Exterior(2) 7-8-8 to 10-8-8, Interior(1) 10-B-8 to 17-6-0, Exterior(2) 17-6-0 to 27-4-13, Interior(1) 27-4-13 to 36-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 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. electronically signed and 5) • This truss has been designed for a live load of 20.0psf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide sealed by Finn, Walter, PE will fit between the bottom chord and any other members. using a Digital Signature. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 798 lb uplift at joint 2 and 798 lb uplift at Printed copies of this joint 8. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. document are not Considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTok USA, Inc. FL Cart 6034 8604 Parke East Blvd. Tampa FL M10 Date: September 15,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. . Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftmsses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 andBCSI Building Component 6904 Parke East Blvd. Safetylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307192 509895 K6 Roof Special 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 Mi rek Industries, Inc. Tue Sep 1512:37:55 2020 Page 1 ID:Z86d6nQ7gl XZV6481XsxR3ymbkx-v21BVJROuCxSfslkRttEkSVfNTp74ccTwWVBMZydNwA r1-0-0 , 5 8 8 8 8 8 14-0-0 19-0-0 27-0-0 35-M 86-0 0 1 4-0 5-8 8 3-0-0 53-8 5-M 8-0-0 8-0-0 1 4-0 46 = 13 12 11 lu 3x4 = 2x4 II 5x8 = 19-M 5x8 = 2x4 II Scale: 3/16"=1' 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017(rP12014 CSI. TC 0.76 BC 0.92 WB 0.92 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(ILL) in (loc) I/defl L/d -0.31 11-12 >999 360 -0.65 11-12 >647 240 0.10 8 n/a n/a 0.29 11-12 >999 240 PLATES MT20 MT20HS Weight: 180 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins, except 6-7,7-9: 2x4 SP SS 2-0-0 oc purins (3-4-2 max.): 3-4. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 11-12: 2x4 SP SS WEBS 1 Row at midpt 7-11 WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-5-8, 8=D-5-8 Max Holz 2=398(LC 11) Max Uplift 2=798(LC 12), 8=798(LC 12) Max Grav 2=1374(LC 17), 8=1367(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2461/1764, 3-4=2968/2155, 4-5=3271/2427, 5-6=1653/1339, 6-7=1707/1333, 7-8=2375/1669 BOT CHORD 2-13=1413/2373, 12-13=1411/2371, 11-12=1207/2123, 10-11=1297/2072, 8-10=1296/2075 WEBS 3-12=660/1136, 4-12=1624/1285, 5-12=964/1473, 5-11=935/856, 6-11=813/1111, 7-11 =861/718, 7-1 0=0131 1 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=85ft; L=69ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 8-8-8, Interior(1) B-8-8 to 19-0-0, Exterior(2) 19-0-0 to 25-10-13, Interior(1) 25-10-13 to 36-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions This item has been shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. electronically Signed and 4) All plates are MT20 plates unless otherwise indicated. Sealed by Finn, Walter, PE 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 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 Printed copies of this will fit between the bottom chord and any other members, with BCDL =1 O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 798 lb uplift at joint 2 and 798 lb uplift at document are not considered joint 8. signed and sealed and the 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. signature must be Verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Ina FL Cott 6034 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19=0 BEFORE USE. " Design valid for use only with M7ek9 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTOW 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,'see ANSbTP/f Quality Criteda, DSB49 andBCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307193 509895 K7 Roof Special 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 1512:37:56 2020 Page 1 ID:Z86d6n07g1XZV648OtsxR3ymbkx-OEs7jeRefW3JGOsw_aOTHgluAs9wp6Yc6AElu9ydNw9 r1-0 0 343, 6 8 8 11-0-0 19-0-0 27-0.0 35.0-0 $6� 0, 1-0-01 3-8-8 NN " 8-0-0 80 0 8-M 1�-0 5x6 = 13 1Z 11 iu 3x4 = 3x4 = 5x6 = 19-0-0 5x8 = LOADING (psi) SPACING- 2-0 0 CSI, DEFL. in (loc) Udefl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.21 11-12 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.43 11-12 >970 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(CT) 0.14 8 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Wind(LL) 0.31 11-12 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP SS *Except* TOP CHORD 1-3,3-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.2 WEBS REACTIONS. (size) 2=0-5-8, 8=0-5-8 Max Horz 2=398(1_C 10) Max Uplift 2=798(LC 12), 8=798(LC 12) Max Grav 2=1367(LC 1), 8=1367(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2562/1710, 34=2177/l550, 4-5=2818/1983, 5-6=1697/1290, 6-7=170111319, 7-8=2394/1641 BOT CHORD 2-13=1398/2404, 12-13=2339/3637, 11-12=1551/2580, 10-11=1269/2071, 8-10=1267/2075 WEBS 3-13=528/962, 4-13=1660/1174, 4-12=1190/939, 5-12=298/669, 5-11 =1 297/1042, 6-11=66111031, 7-11=-883/702, 7-10=0/331 Scale: 3116"' 2x4 11 3x4 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 177 lb FT = 20% Structural wood sheathing directly applied or 3-7-6 oc purins, except 2-0-0 oc purlins (3-9-13 max.): 3-4. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 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=85ft; L=691t; eave=Bft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 6.8-8, Interior(1) 6-8-8 to 19-0-% Exterior(2) 19-0-0 to 25-10-13, Interior(1) 25-10-13 to 36-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6r0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 798 lb uplift at joint 2 and 798 lb uplift at joint 8. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. n N � N I� 0 This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walhr P. Finn PE No22839 li USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: September 15,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M17EK REFERENCE PAGE MII-7473 ray. 5119=20 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPlt Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307194 509895 K8 Roof Special Girder 1 1 Job Reference (optional) Tibbetts Lumber company, Palm Bay, FL - 32S05. 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 15 12:37:58 2020 Page 1 ID:ZB6d6nQ7g1XZV6480CsxR3ymbkx-Kd_K7KTvB7J1WJOJ6?QxM577Zgg6H?RvcUjrzuydNw7 r1-0-0, 1.8-8 4-8-8 11-0-0 19.0-0 27-0-0 35-0-0 B-0-0 8-0-0 8-0-0 6.00 4X5 = Scale=1:63.1 6 R I¢ 0 13 -. 12 11 10 9 3x4 = 2x4 11 6X6 = 6x12 MT20HS = 5x8 = NAILED NAILED 1-8.8 , 4-8-8 11-0-0 2x4 11 35-0-0 4X4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.95 BC 0.90 WS 0.79 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Vdeft L/d -0.38 11-12 >999 360 -0.72 11-12 >583 240 0.14 8 n/a n/a 0.56 11-12 >728 240 PLATES MT20 MT20HS Weight: 179lb GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except 3-4: 2x6 SP No.2 2-0-0 oc purlins (2-11-8 max.): 3-4. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied or 3.9-14 oc bracing. 2-11: 2x4 SP SS WEBS 1 Row at micipt 4-11, 5-10, 7-10 WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-5-8, 8=0-5-8 Max Horz 2=389(LC 7) Max Uplift 2=844(LC 8), 8=688(LC 8) Max Grav 2=1382(LC 36), 8=1294(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2739/1458, 3-4=5748/3102, 4-5=2855/1544, 5-6=1701/1007, 6-7=1702/1009, 7-8=2412/1284 BOT CHORD 2-13=1261/2678, 12-13=1253/2648, 11-12=2947/5690, 10-11=1243/2617, 9-10=102212087, 8-9=1021/2091 WEBS 3-12=1868/3480, 4-12=1009/647, 4-11=3095/1717, 5-11=183/661, 5-10=1350/815, 6-10=524/1D45,7-10=-898/567,7-9=0/338 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=85ft; L=69ft; eave=Bft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. This Item has been 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. electronically Signed and 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 sealed by Finn, Walter, PE will fit between the bottom chord and any other members. using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 844lb uplift at joint 2 and 688 lb uplift at Printed copies of this p joint 8. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. document are not ConSider6d 9) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. Signed and sealed and the 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Signature must be Verified LOAD CASE(S) Standard on any electronic copies. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Walter P. Finn PE No.22839 Uniform Loads (pif) MiTek USA, Inc. FL Cart 6634 Vert: 1-3=54, 3-4=54, 4-6=54, 6-8=54, 14-17=20 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ;ontinued on page 2 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRP11 QuaW Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307194 509895 K8 Roof Special Girder 1 1 Job Reference (optional) i ibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 Mi T'ek Industries, Inc. Tue Sep 1512:37:58 2020 Page 2 ID:Z86d6nQ7g1XZV6481XsxR3ymbkx-Kd_K7KTvB7J1WJOJB?QxM577Zgg6H?RvcUjrzuydNw7 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 21=8(17) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use onlywith MTek® connectors. This design is based only upon parameters shown, and Is foran 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 buckling individual truss and/or chord members only. Additional temporary and permanent bracing M!Tek' building design. Bracing indicated is to prevent of web 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, see ABSMI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307195 509895 L1 Hip Girder 1 TJobReference o floral o.aau s Jur G Cuzu wan eK muusuieb. mc. i ue "'Op -ro-rcao:u1 zuzu rage 1 ID:Z86d6nQ7gl XZV6481XsxR3ymbkx-kCfSIMVnT2hcNnlun8_eJlmVtskUTYLISyWaDydNw4 11-8.2 17-0-0 22314 27-0-0 30-0 0 34 0 0 5-2-2 5314 53 14 5 2-2 2-0 0 4-0-0 Special NAILED NAILED NAILED NAILED NAILED NAILED 5x6 = Special 3x8 = 7x8 = 3x8 = - -- NAILED - NAILED - NAILED _ NAILED 54 = Scale = 1:59.3 M r; 10 m Iq 0 10 33 34 14 35 36 11 37 38 39 40 1z 41 42 11 4x4 = 3x8 = NAILED 5x6 = NAILED 3x8 = 5x6 = NAILED 3x8 = 4x4 = Special NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED 6-6-0 11-8-2 17-0-0 22314 27-0-0 34-0-0 6-0-0 5-2-2 5314 53-t4 5-2-2 6-6-0 Plate Offsets (X,Y)—[4:03-0,0-2-71,[6:04-0,04-8I,[8:0-3-0,0-2-7],[12:0-3-0,0-3-01,[14:0-30,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.26 12-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.50 12-13 >821 240 BCLL 0.0 Rep Stress Incr NO WB 0.38 Holz(CT) 0.16 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wrnd(LL) 0.42 13 >965 240 Weight: 377lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except' TOP CHORD Structural wood sheathing directly applied or 5-4-0 cc pudins, except 4-6,6-8: 2x6 SP No.2 2-0-0 cc purlins (5-6-14 max.): 4-8. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-6-3 cc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 10=0-5-8, 2=0-5-8 Max Harz 2=171(LC 7) Max Uplift 10=1501(LC 8). 2=1611(LC 8) Max Grav 10=2675(LC 30), 2=2737(LC 29) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5461/3094, 3-4=5352/3060, 4-5=4721/2746, 5-6=7725/4437, 6-7=7725/4437, 7-8=4756/2776, 8-9=5394/3100, 9-10=5510/3145 BOT CHORD 2-15=2677/4927, 14-15=3805/6973, 13-14=3805/6973, 12-13=3843/6974, 11-12=3843/6974, 10-11=2730/4863 WEBS 3-15=259/297, 4-15=975/1964, 5-15=2652/1469, 5-14=0/399, 5-13=518/1001, 6-13=671/648, 7-13=-491/931, 7-12=0/422, 7-11=2689/1494, 8-11=1007/1996, 9-11=273/322 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 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 CASE(S) section. Ply to This Item has been ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. electronically Signed and 3) Unbalanced roof live loads have been considered for this design. sealed by Finn, Walter, PE 4) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL--6.Opsf; h=25ft; B=85ft; L=69ft; eave=Bft; Cat. using a Digital Signature. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 Printed copies of this p 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, document are not considered 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 signed and sealed and the will fit between the bottom chord and any other members. signature must be Verified 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1501 lb uplift at joint 10 and 1611 lb on any electronic copies. uplift at joint 2. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. o Wafter P. Finn PE No.22e39 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NOS guidlines. MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33810 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 306 lb down and 300 lb up at Date: 6-6-0, and 306 lb down and 300 lb up at 27-&0 on top chord, and 407 lb down and 260 lb up at 6-6-0, and 407 lb down and 260 lb up at 27-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. September 15,2020 :ontinued on page 2 Standard ® WARNING _Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE.�� Design valid for use only with MTek® connectors. This"design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall design. Bracing Indicated Is to buckling individual truss web and/or chord members only. Additional temporary and permanent bracing Mew building prevent of 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, see ANSUTP11 Qualify criteria, DSB-89 andBCSI Building Component 6904 Padre East Blvd. Satelylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307195 509895 L1 Hip Girder 1 Job Reference (optional) iuua— Luuroar tympany, raim may, rL - azaum, 5 .33U s Jul 22 202U MI I eK industries, Inc. I us Sep 15 12:38:01 2020 Page 2 ID:ZB6d6nQ7gl XZV6481XsxR3ymbkx-kCfSIMVnT2hcNnlunB_eJlmVtskUTYLISyWaDydNw4 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) + Vert: 1-4=54, 4-8=54, 8-10=54, 16-19=20 Concentrated Loads (lb) Vert: 4=102(F) 8=102(F) 15=373(F) 11=373(F) 22=102(F) 24=102(F) 25=102(F) 26=102(F) 27=102(F) 28=-102(F) 29=102(F) 30=102(F) 31=102(F) 32=102(F) 33=55(F) 34=55(F) 35=55(17) 36=55(F) 37=-55(F) 38=55(F) 39=55(F) 40=55(17) 41=55(F) 42=55(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE.�� Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mew is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM10 QuaW Criteria, DSO-69 andBCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply ` T21307196 509895 L2 Hip 1 1 Job Reference (optional) I100etts Lumcer company, Palm stay, FL - 329U5, 8.330 s Jul 22 2020 MTek Industries, Inc. Tue Sep 1512:38:10 2020 Page 1 ID:Z86d6nQ7gl XZV6481XsxR3ymbkx-zwiseRcQMpgKy9xcpXelyddE9WyZ5SIgMLdU NBydNvx 5-0-0 8-6.0 142-0 19-10-0 25-6-0 29-0-0 34-0-0 '1-4-0 ' M20 3 6 0 18-0 5 8 0 5-8-0 3 fr0 6-0-0 yT1 0 5x6 = 3x4 = 5x6 = 5x6 = Sale = 1:59.3 4x4 = 3x8 = 3x4 = 3x4 = 3x4 = 3x8 = 44 = 816-0 17-0-0 25-r0 34-0-0 Ran R.R.n Ran P-p-n 2 4 I� 0 Plate Offsets (X,Y)— [2:0.0-12,Edge), [4:0-3-0,0-2-0), [6:0-3-0,0-3-0), [7:0-3-0,0-2-0), [9:0-0-12,Edgei LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.18 12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.38 12-14 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.70 Hcrz(CT) 0.12 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.27 12 >999 240 Weight: 166 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (size) 9=0-5-8, 2=0-5-8 Max Horz 2=217(LC 11) Max Uplift 9=666(LC 12), 2=782(LC 12) Max Grav 9=1257(LC 1).2=1331(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2388/1927, 3-4=-2179/1738, 4-5=1880/1602, 5-6=2488/2046, 6-7=1886/1620, 7-8=2187/1776, 8-9=2402/1964 BOT CHORD 2-14=1620/2109, 12-14=1713/2431, 10-12=174812433, 9-1 0=1 636/2121 WEBS 3-14=318/431, 4-14=498/729, 5-14=760/624, 6-10=757/597, 7-10=516/735, 8-10=331 /449 Structural wood sheathing directly applied or 3-5-6 oc pudins, except 2-0-0 oc purlins (3-6-9 max.): 47. Rigid ceiling directly applied or 4-4-10 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=85ft; L=69ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 5-6-13, Interior(1) 5-6-13 to 8-6-0, Exterior(2) 8-6-0 to 18-3-2, Interior(1) 18-3-2 to 25-6-0, Exterior(2) 25-6-0 to 34-0-0 zone; cantilever left and right exposed ;C-C for members and forces 8: MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 666 lb uplift at joint 9 and 782 lb uplift at joint 2. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22838 MITsk USA, Inc. FL Cart Sa34 8804 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ®WARNING -Verify design parameters and READ NOTES ON THS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119=20 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicabiltty of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Mel( fabrieallon, storage, delivery, erection and bracing of trusses and truss systems, see ANSWTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty T21307197 509895 L3 Hip 1 [ly1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 15 12,38:112020 Page 1 ID:Z86d6nQ7g1XZV648IXsxR3ymbkx-R7GEmd277yBaJWpNE9 Og9NjvlUgymgb?N2veydNvw 1 4-0 8-0-0 10-0-0 17-0-0 23&-0 26 0 0 34-M 1 4-0 B-0-0 2-6-0 6-6.0 6 6 D 21r0 8 0-0 Scale=1:59.3 44 = 5x6 = lJ 3x4 = 3x4 = 2x4 11 3x8 = 26-0-0 5x6 = 3x4 = 3x4 = 4x4 = LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.17 11-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.36 11-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.10 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.24 9-16 >999 240 Weight: 167lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP SS *Except. TOP CHORD Structural wood sheathing directly applied or 3-10-5 cc purlins, 4-6: 2x4 SP No.2 except BOT CHORD 2x4 SP No.2 2-0-0 cc purlins (3-6-1 max.): 4-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-1-7 cc bracing. REACTIONS. (size) 8=0-5-8, 2=0-5-8 Max Horz 2=263(LC 11) Max Uplift 8=666(LC 12). 2=782(LC 12) Max Grav 8=1289(LC 18). 2=1363(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2315/1832, 34=-2381/2151, 4-5=2079/1836, 5-6=2079/1836, 6-7=2398/2140, 7-8=2327/1818 BOT CHORD 2-13=1497/2156, 11-13=1195/1812, 9-11=1154/1726, 8-9=1447/2002 WEBS 3-13=-474/690, 4-13=707/806, 4-11=371/564, 5-11=-407/539, 6-11=347/561, 6-9=721 /821. 7-9=-484/699 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=85ft; L=69ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 5-6-13, Interior(1) 5-6-13 to 10-6-0, Exterior(2) 10-6-0 to 20-3-2, Interior(1) 20-3-2 to 23-6-0, Exterior(2) 23-6.0 to 33-5-8, Interior(1) 33-5-8 to 34-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 666 lb uplift at joint 8 and 782 lb uplift at joint 2. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MTak USA, Inc. FL Cott 8934 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19 = BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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, see ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply T21307198 509895 L4 Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MTek Industries, Inc. Tue Sep 1512:38:12 2020 Page 1 ID286d6nQ7g1XZV6481XsxR3ymbkx-wJgd37ehuR42BT5?wxhDw2WJc5ZRUzgf6bS4ydNvv 8-0.0 121 17-0-0 21 & 0 26-0-0 34-0-0 8.0.0 8-0-0 Scale = 1:59.3 4x4 = 5x6 = 3x4 = 5 54 = 1L 1"1 1u 9 2x4 11 5x8 = 5x8 = 2x4 II 4x4 = 26-0-0 34-M LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.99 BC 0.92 WB 0.36 Matrix -MS DEFL. in (loc) I/defl Ud Vert(LL) -0.26 10-11 >999 360 Vert(CT) -0.53 10-11 >763 240 Horz(CT) 0.10 8 n/a n/a Wind(LL) 0.23 9-15 >999 240 PLATES GRIP MT20 244/190 Weight: 176 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except 6-8: 2x4 SP SS 2-0-0 oc purlins (4-6-0 max.): 4-6. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 8=0-5-8, 2=0-5-8 Max Horz 2=309(LC 11) Max Uplift 8=666(LC 12), 2=782(LC 12) Max Grav 8=1280(LC 18).2=1354(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2297/1860, 3-4=1872/1647, 4-5=1596/1517, 5-6=1601/1499, 6-7=1876/1628, 7-8=2286/1844 BOT CHORD 2-12=1540/2151, 11-12=1540/2151, 10-11=1147/1709, 9-10=149211992, 8-9=-1492/1992 WEBS 3-11=602/663, 4-11=-497/637, 5-11=290/311, 5-10=286/296, 6-10=531/643, 7-10=613/673 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=85ft; L=69ft; eave=8ft; Cat. ll; Fxp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-t-0 to 5-6-13, Interior(1) 5-6-13 to 12-6-0, Exterior(2) 12-6-0 to 31-3-2, Interior(1) 31-3-2 to 34-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 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. electronically Signed and 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 sealed by Finn, Walter, PE will fit between the bottom chord and any other members, with BCDL = 10.Opsf. using a Digital Signature. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 666 lb uplift at joint 8 and 782 lb uplift at printed copies Of this joint 2. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the tap and/or bottom chord. document are not COnSiderLrd signed and sealed and the signature must be verified on any electronic copies. Wafter P. Finn PE No.22839 MTek USA, Ina FL Cart 6834 89114 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mew prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Satetylnflormatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307199 509895 L5 Hip 1 1 Job Reference optional Ibbetts Lumber company, Palm Bay, FL - 32905. 8.330 s Jul 22 2020 MTek Industries, Inc. Tue Sep 1512:38:13 2020 Page 1 ID:Z86d6nQ7glXZV6481XsxR3ymbkx-OVO?GSfJekCvpdgBUfCSTFFgELHlok73Js8_WydNvu 1 4-0 , 8-0-0 141r0 19-6-0 26-0-0 34-0-0 11t-0 ' 8-0-0 6-0-0 5-0-0 6 6 0 8-0-0 q'[1 0 3x4 = 5x6 = 6.00 12 II lu 2x4 11 5x6 = 5x6 = 5X8 = 2x4 II Scale=1:59.2 4X4 = 8-0-0 14 6 0 19.6-0 26-0 D 34-0-0 B-0-0 8.6-0 5-0-0 6.6-0 B-0-0 Plate Offsets (X,Y)—[3:0-4-0,0-3-41,[4:0-3-0,0-2-0),[5:0-3-0,0-2-01,[6:0-4-0,0-3-41,[9:0-3-12,0-3-01.[10:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.13 11-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.29 11-14 >999 240 BCLL 0.0 Rep Stress ]nor YES WB 0.75 Horz(CT) 0.10 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(ILL) 0.23 8-17 >999 240 Weight: 175lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied, except 6-7: 2x4 SP SS 2-0-0 oc purlins (4-6-4 max.): 4-5. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-8-14 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 4-9 REACTIONS. (size) 2=0-5-8, 7=0-5-8 Max Harz 2=355(LC 11) Max Uplift 2=782(LC 12), 7=666(LC 12) Max Grav 2=1347(LC 17). 7=1266(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=230711783, 34=-1726/1473, 4-5=1444/1394, 5-6=1723/1455, 6-7=2294/1766 BOT CHORD 2-11=1489/2185, 10-11=1490/2181, 9-10=875/1528, 8-9=1441/1996, 7-8=1440/2000 WEBS 3-11=01311, 3-10=75W723, 4-10=-329/583, 5.9=351/492, 6-9=770/735, 6-8=0/310 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.Opsf; h=25ft; B=85ft; L=69ft; eave=8ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 5-6-13, Interior(1) 5-6-13 to 14-6-0, Extedor(2) 14-6-0 to 29-3-2, Interior(1) 29-3-2 to 34-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 This item has been will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 782 lb uplift at joint 2 and 666 lb uplift at electronically signed and joint 7. sealed by Finn, Walter, PE 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Waltar P. Finn PE No.22839 MiTak USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33810 Date: September 15,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI I-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and. properly incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety /Mormatfon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T21307200 509895 L6 Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 1512:38:14 202U Page 1 ID:Z86d6nQ7gl XZV6481XsxR3ymbkx-sixNUofxP2KIRnEN2MjhOTntN7Hg1 G6GHzbilAtzydNvt 7-0 0 13-0-0 16� 0 17 6 q 21-0 0 27-0-0 34-0-0 1� 0 7-0 O 6-0-0 3-0 0 -0-0 3�-0 60 -0 ' 7-0-0 5x6 = 5x6 = 5 6 Scale=1:59.8 3x8 = 6x6 = 3x4 = 3x4 = - 6x6 = 3x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.83 BC 0.97 WB 0.68 Matrix -MS DEFL. Vert(LL) Vert(CT) Harz(CT) Wtnd(LL) in (loc) Udefl L/d -0.23 10-16 >999 360 -0.5210-16 >788 240 0.09 9 n/a n/a 0.25 10-16 >999 240 PLATES GRIP MT20 244/190 Weight: 188lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, BOT CHORD 2x4 SP No.2 except WEBS 2x4 SP No.2 2-0-0 oc purlins (5-2-6 max.): 5.6. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size) 9=0.5-8, 2=0-5-8 Max Horz 2=401(LC 11) Max Uplift 9=666(LC 12), 2=782(LC 12) Max Grav 9=1298(LC 18), 2=1372(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2324/1721, 3-4=2098/1614, 4-5=1507/1367, 5-6=1287/1254, 6-7=1506/1367, 7-8=2108/1647, 8-9=2336/1763 BOT CHORD 2-13=1454/2300, 12-13=983/1736, 11-12=654/1396, 10-11=929/1556, 9-10=-1414/2028 WEBS 3-13=-449/512, 4-13=-324/645, 4-12=721/698, 5-12=552/639, 6-11=542/638, 7-11=-725/703, 7-10=370/656,8-10=-455/549 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=85ft; L=69ft; eave=Bft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 5-6-13, Interior(1) 5-6-13 to 16-6-0, Exterior(2) 16-6-0 to 27-0-13, Interior(1) 27-0-13 to 34-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. This Item has been 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members, with BCDL = 10.Opsf. sealed by Finn, Walter, PE 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 666 lb uplift at joint 9 and 782 lb uplift at using a Digital Signature. joint 2. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MITok USA, Inc. FL Cart 6634 8804 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/P020 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a 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 into prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYnel1 Quality Cdteda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Type Qty Ply FL7 T21307201 509895 Common 2 1 Job Reference (optional) nbbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MTek Industries, Inc. Tue Sep 1512:38:16 2020 Page 1 ID:Z86d6nQ7gl XZV6481XsxR3ymbkx-o437vUhBxfaTg4Om9nl95usE1wzGV9sZIH4obrydNvr 13-0-0 17-0-0 21-M 27-0.0 34-M 6-0 0 4-0 0 i 4-M 6-0-0 7-0-0 Scale=1:58.6 4x4 = 3x8 = 6x6 = 3x8 = 6x8 = 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.23 9-17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CI) -0.52 9-17 >789 240 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Wind(LL) 0.25 9-17 >999 240 Weight: 178lb Fr=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 5-10 REACTIONS. (size) 2=0-5-8, 8=0-5-8 Max Horz 2=412(LC 11) Max Uplift 2=782(LC 12), 8=666(1-C 12) Max Grav 2=1378(LC 17), 8=1304(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2337/1617, 3-4=2111/1517, 4-5=1464/1251, 5-6=1463/1268, 6-7=2121/1588, 7-8=2349/1704 BOT CHORD 2-11=1293/2320, 10-11=896/1758, 9-10=877/1572, 8-9=1361/2040 WEBS 3-11=450/490, 4-11=311/637, 5-10=903/1100, 4-10=708/627, 6-10=712/630, 6-9=372/647, 7-9=-457/548 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=85ft; L=69ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 5-6-13, Interior(1) 5-6-13 to 17-0-0, Exterior(2) 17-0-0 to 23-10-13, Interior(1) 23-10-13 to 34-0.0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 782 lb uplift at joint 2 and 666 lb uplift at electronically signed and joint 8. sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: September 15,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19=20 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mew is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSY1711 Ouafity Crifeda, DSB-89 andBCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307202 509895 L8 Common 1 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MTek Industries, Inc. Tue Sep 15 12:38:17 2020 Page 1 ID:Z86d6nQ7gl XZV6481XsxR3ymbkx-GHdW6gipiziKlEzyjVGOd5PQ?KIaEcAi_xgM7HydNvq r1� 0 7 0-0 13.0.0 17.0.0 21-0-0 27-011 344-0 35-0 0 , 1-4-0 7-0-0 6-0.0 4-0.0 4-0.0 6-0-0 700 1.4-0 m it Scale = 1:59.4 4x4 = 4x4 = 6x6 = 3x8 = 6x6 = 44 = 10-0-0 17-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(L-) -0.23 12-15 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.51 12-15 >797 240 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.21 12-15 >999 240 Weight: 180lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 5-11 REACTIONS. (size) 2=0-5-8, 8=0-5-8 Max Horz 2=421(LC 11) Max Uplift 2=779(1_C 12), 8=779(LC 12) Max Grav 2=1378(LC 17). 8=1378(LC 18) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2336/1614, 3-4=2110/1513, 4-5=1461/1243, 5-6=146111243, 6-7=2110/1513, 7-8=2337/1614 BOT CHORD 2-12=1225/2335, 11-12=796/1774, 10-11=839/1586, 8-1 0=1 235/2020 WEBS 3-12=-450/490, 4-12=-311/637, 5-11=883/1098, 4-11=708/627, 6-11=708/627, 6-10=311/638, 7-10=-450/490 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=85ft; L=69R; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 5-6-13, Interior(1) 5-6-13 to 17-0-0, Extericr(2) 17-0-0 to 23-10.13, Interior(1) 23-10-13 to 35-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fd between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 779 lb uplift at joint 2 and 779 lb uplift at electronically signed and joint 8. sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Waiter P. Finn PE No.22839 MTTek USA, Inc. FL Cart S834 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW building design. Bracing prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 OuaW Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307203 509895 L9 Roof Special 1 1 Job Reference (optional) I MDeos Lumber k.,Ompary, ralm Day, rL - a4y 0, mzau s JUI 4z lulu MI I eK Inousmes, Inc. rue 0ep l0 ll:Ja:la zuzu vage l ID:Z86d6nQ7g1XZV6481XsxR3ymbkx-kTBuJAiRTHgBvOY9HCndAJyYCkhczlpsCbZvfkydNvp r140 8-00 16-0-0 1L- 19-M 26-0-0 34-0-0 35-0 0 1 4 0 8.0-0 8-0-0 -0 0 2-M 7-0-0 8-0-0 1-4-0 6.00 12 5x6 = 46 = 5x6 = 4 5 Scale=1:61.7 Id 1l 11 lu 3x4 = 2x4 II 5x8 = 5x8 = 2x4 II 3x4 = 8-0-0 16-0-0 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.91 BC 0.79 WB 0.89 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Well L/d -0.13 12-13 >999 360 -0.29 12-13 >999 240 0.10 8 n/a n/a 0.19 10-16 >999 240 PLATES GRIP MT20 244/190 Weight: 192 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP SS -Except- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, except 4-5,5-6,6-7: 2x4 SP No.2 2-0-0 oc purlins (4-9-13 max.): 5-6. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-8 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3-12 REACTIONS. (size) 8=0-5-8, 2=0-5-8 Max Harz 2=398(LC 11) Max Uplift 8=779(1-13 12), 2=779(LC 12) Max Grav 8=1330(LC 1), 2=1330(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2317/1585, 3-4=1612/1257, 4-5=1412/1233, 5-6=1405/1271, 6-7=1670/1309, 7-8=2308/1589 BOT CHORD 2-13=1213/2154, 12-13=1215/2150, 11-12=648/1404, 10-11=1255/1991, 8-10=1253/1995 WEBS 3-13=01347, 3-12=883/697, 4-12=-674/889, 5-12=574/453, 6-11=281/443, 7-11=814/662, 7-10=0/331 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=85ft; L=69R; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 5-6-13, Interfor(1) 5-6-13 to 16-0-0, Exterior(2) 16-0-0 to 17-0-0, Interfor(1) 17-0-0to 19-0-0, Extedor(2) 19-0-0 to 26-11-1, Interior(1) 25-11-1 to 35-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 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. electronically signed and 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 sealed by Finn, Walter, PE will fit between the bottom chord and any other members. using a Digital Signature. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 779 lb uplift at joint 8 and 779 lb uplift at Printed copies of this joint 2. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. document are not Considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE NoM38 MiTek USA, Ina FL Cart 6834 6904 Parke East Blvd. Tampa FL 33810 Date: September 15,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mew building design. prevent is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIf Quality Criteria, DSB-89 and BCsl Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T21307204 509895 L10 Roof Special 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MTek Industries, Inc. Tue Sep 15 12:38:02 2020 Page 1 ID:Z86d6nQ7g1XZV6481XsxR3ymbkx-CODrzi WPEMpS7xK4LrVtMHv1 HEfDnLVX6h36fydNw3 1�-0 8-0-0 16-M 19-0-0 21-M 26-0-0 34-0-0 140 8-0-0 t300 300 200 5-0-0 80-0 Scale = 1:60.4 4x6 = 6.00 12 lZ ll w � 3x4 = 2x4 II 5x8 = 5x8 = 2x4 II 4x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.54 BC 0.80 WB 0.92 Matrix -MS DEFL. in Vert(LL) -0.13 Vert(CT) -0.29 Horz(CT) 0.10 Wind(LL) 0.22 (loc) Vdefl Ud 9-15 >999 360 9-15 >999 240 8 n/a n/a 9-15 >999 240 PLATES MT20 MT20HS Weight: 183 lb GRIP 2441190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP SS 'Except' TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins, 4-5,5-6: 2x4 SP No.2 except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins (4-8-13 max.): 5-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-10-2 oc bracing. WEBS 1 Row at midpt 3-11 REACTIONS. (size) 8=0-5-8, 2=0-5-8 Max Horz 2=389(LC 11) Max Uplift 8=666(LC 12), 2=782(LC 12) Max Grav 8=1257(LC 1), 2=1331(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2320/1624, 3,4=1614/1292, 4-5=151111331, 5-6=1537/1364, 6-7=182211464. 7-8=2293/1681 BOT CHORD 2-12=1311/2136, 11-12=1313/2132, 10-11=902/1599, 9-10=1343/1998, 8-9=1343/1998 WEBS 3-12=0/342, 3-11=889r/O8, 4-11=-814/1029, 5-11=689/660, 5-10=282/190, 6-10=-496/619,7-10=694/602,7-9=0/292 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=85ft; L=69ft; eave=81t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 5-6-13, Interior(1) 5-6-13 to 16-0-0, Exterior(2) 16-0-0 to 19-0-0, Interior(1) 19-0-0 to 21-D-0, Extedor(2) 21-0-0 to 27-1 D-13, Interior(1) 27-10-13 to 34-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This Item has been 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. electronically Signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Finn, Walter, PE 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 using a Digital Signature. will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 666 lb uplift at joint 8 and 782 lb uplift at copies of this teCO Printed p document are not considered joint 2. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Signed and Sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MTak USA, Into. FL CM 9tt34 6904 Parks East Blvd. Tampa FL 33610 Data: September 15,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M17EK REFERENCE PAGE MI-7473 rev. 5/19R020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Additional temporary and bracing Mew building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. permanent 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, see ANSUTP11 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307205 509895 L11 Roof Special 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, B.330 s Jul 22 2020 MiTek Industries, Inc, Tue Sep 1512:38:03 2020 Page 1 ID:ZB6d6nQ7g1XZV6481XsxR3ymbkx-ganDA2X1?gxJc4vGvY0638g4RharyFLelmRce5ydNw2 8-0-0 16-0-0 19-0-0 21-0-0 23 0-0 26-0-0 34-0-0 1-00 ' 8-0-0 8-0-0 3-0-0 2-0-0 2 0 0 3 0 0 B-0-0 4x6 = 6.00 12 Scale = 1:60.4 3x4 = 2x4 II 5x8 = 5x6 = 3x4 = 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.13 9-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.29 9-15 >999 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(CT) 0.10 8 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.23 9-15 >999 240 Weight:181 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP SS *Except* TOP CHORD Structural wood sheathing directly applied or 3-10-8 cc purlins, 4-5,5-6: 2x4 SP No.2 except BOT CHORD 2x4 SP No.2 2-0-0 cc purlins (4-4-4 max.): 5-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-10-2 cc bracing. WEBS 1 Row at midpt 3-11 REACTIONS. (size) 8=Mechanical, 2=0-5-8 Max Horz 2=389(LC 11) Max Uplift 8=666(11_C 12), 2=782(LC 12) Max Grav 8=1257(LC 1),2=1331(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2320/1648, 3-4=1614/1320, 4-5=155711316, 5-6=182211560, 6-7=2314/2022, 7-8=2292/1710 BOT CHORD 2-12-1307/2133, 11-12=1308/2129, 10-11=1130/1822, 9-10=1038/1679, 8-9=1382/1997 WEBS 3-12=0/343, 4-11=771/1005, 5-10=-347/345. 3-11=891/709, 7-9=513/671, 5-11=787/751, 6-9=725/800, 6-10=291/444 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=85ft; L=69ft; eave=Bft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 5-6.13, Interior(1) 5-6-13 to 16-0-0, Exterior(2) 16-0-0 to 21-0-0, Interior(1) 21-0-0 to 23-0-0, Exterior(2) 23-0-0 to 29-10-13, Interior(1) 29-10-13 to 34-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. electronically Signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Finn, Walter, PE 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 using a Digital Signature. will fit between the bottom chord and any other members. Printed Copies of this 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 666 lb uplift at joint 8 and 782 lb uplift at document are not considered joint 2. signed and sealed and the 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Signature must be Verified on any electronic copies. Waltor P. Finn PE No.22a39 Mirok USA, Inc. FL Cort 8834 BB84 Parke East Blvd. Tampa FL 33810 Date: September 15,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119=20 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall �►A 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 passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYrPl1 Quality Criteria, DSB49 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307206 509895 L12 Roof Special 1 1 Job Reference o liana/ Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MTek Industries, Inc. Tue Sep 15 12:38:04 2020 Page 1 ID:Z86d6nQ7g1XZV6481XsxR3ymbkx-9nLbNNYfmz3AEEUSSGXLcMN8d5wlhjwo QAABYydNw1 r1-4-o B-0-0 16.0-0 23-0-0 , z5-0-o�711 34.0-0 1 4 0 &0 0 8-0-0 7-0-0 2-0-0 2 0 0 7-0-0 q'I1 0 5x6 = 6.00 12 Scale=1:60.9 3x4 = 2x4 II 5x8 = 5x6 = 3x8 = 4x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.98 BC 0.82 WB 0.79 Matrix -MS DEFL. in Vert(LL) -0.16 Vert(CT) -0.36 Horz(CT) 0.11 Wind(LL) 0.22 (loc) I/defl L/d 9-15 >999 360 9-15 >999 240 8 n/a n/a 9-15 >999 240 PLATES MT20 MT20HS Weight: 176lb GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except 3-4,1-3: 2x4 SP SS 2-0-0 oc puriins (4-2-0 max.): 5-6. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-6 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3-11, 5-11 REACTIONS. (size) 8=Mechanical, 2=0-5-8 Max Harz 2=389(LC 11) Max Uplift 8=666(LC 12), 2=782(1-C 12) Max Grav 8=1257(LC 1),2=1331(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2317/1663, 3-4=1620/1341, 4-5=1594/1293, 5-6=183511547, 6-7=2165/1797, 7-8=2316/1808 BOT CHORD 2-12=1301/2127, 11-12=1303/2124, 10-11=1394/2080, 9-10=1396/2080, 8-9=1476/2028 WEBS 3-12=0/335, 3-11=886/704, 4-11=696/964, 5-11=950/915, 5-9=575/509, 6-9=932/1002, 7-9=422/555 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (&second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=85ft; L=69ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 5-6-13, Interior(1) 5.6-13 to 16-0-0, Extedor(2) 16-0-0 to 23-0-0, Interior(1) 23-0-0 to 25-0-0, Exterior(2) 25-0-0 to 31-10-13, Interior(1) 31-10-13 to 34-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This Item has been 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. electronically Signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Finn, Walter, PE 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members. Printed COp12S Of this 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 666 lb uplift at joint 8 and 782 lb uplift at document are not considerdd joint 2. signed and sealed and the 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Signature must be Verified on any electronic copies. WalterP. Finn PE No.22939 MTek USA, Inc. FL Cart 6834 9904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ® WARNING -verify design paternal. and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19r2020 BEFORE USE Design vatitl for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSWIP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss —]: Truss Type Qty Ply T21307207 509895 L13 Roof Special 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MTek Industries, Inc. Tue Sep 1512:38:06 2020 Page 1 ID:Z86d6nQ7glXZV6481XsxR3ymbkx59SLo3ZwlbJuTYdrahaphnSVlubM9cr5SjfHFQydNw7 B-0-0 16-0-0 21 0 0 zSao 27-0-0 34-0.0 8-0.0 B-0-0 5-0-D 4-0-0 2-0-0 7-0-0 3x4 = 2x4 II 6.00 12 4x6 = 5x8 = 5x8 = 2x4 II Scale=1:60.9 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.22 10-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.47 10-11 >876 240 MT20HS 187/143 BCLL 0.0 Rep Stress [nor YES WB 0.89 Horz(CT) 0.10 8 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Wind(LL) 0.24 10-11 >999 240 Weight: 175lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purtins, except 3-4,1-3: 2x4 SP SS 2-0-0 oc purlins (3-7-3 max.): 6-7. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-10-13 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3-11 REACTIONS. (size) 8=Mechanical, 2=0-5-8 Max Horz 2=389(LC 11) Max Uplift 8=666(LC 12), 2=782(11_C 12) Max Grant 8=1263(LC 18), 2=1331(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2299/1636, 3-4=1621/1302, 4-5=1572/1312, 5-6=2625/2068, 6-7=2381/1838, 7-8=2345/1734 BOT CHORD 2-12=1300/2176, 11-12=1301/2173, 10-11=1116/1823, 9-10=1368/2022, 8-9=1371 /2027 WEBS 3-12=01324, 3-11=873f/15, 4-11=785/1033, 5-11=838/793, 5-10=684/991, 6-10=1226/975, 7-10=323/778 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=85ft; L=69R; eave=Bft; Cat. 11; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-4-0 to 5-6-13, Interior(1) 5-6-13 to 16-0-0, Exterior(2) 16-0-0 to 22-10-13, Interior(1) 22-10-13 to 27-0-0, Exterior(2) 27-0-0 to 34-0-0 zone; cantilever left and right exposed ;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated, electronically signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, sealed by Finn, Walter, PE 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 using a Digital Signature. will fit between the bottom chord and any other members, with BCDL = I O.Opsf. Printed copies of this p 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 666 lb uplift at joint 8 and 782 lb uplift at document are not considered joint 2. signed and sealed and the 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Signature must be Verified on any electronic copies. Waltar P. Finn PE No.22839 MITok USA, Inc. FL Cart 8834 8804 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ® WARNING -Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/i Quakily Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety/MormaBon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T21307208 509895 L14 Roof Special 1 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 1512:38:07 2020 Page 1 IO:Z86d6nQ7gl XZV6481XsxR3ymbkx-ZMOkOPaY3uS15iC 18O52D_?Iklxzu4dEgN PgnsydNw_ c1-0-0 , 6-M 16-0-0 24-M 27-04) 34-0-0 1-4 0 8-0-0 8-0-0 8-0-0 3_M 7-0-0 5x6 = 6.00 12 Scale = 1:60.0 T 0 N 1L 11 IV U 0 3x4 — 2x4 II 5x8 = 5x6 = 2x4 II 6x6 = 16.0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.17 10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.39 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.12 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.26 10-11 >999 240 Weight: 179 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP SS *Except* TOP CHORD Structural wood sheathing directly applied or 3-11-11 cc pudins, 6-7: 2x4 SP No.2 except end verticals, and 2-0-0 cc purlins (6-0-0 max.): 6-7. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-2-5 cc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3-11, 5-11. 6-8 REACTIONS. (size) 8=Mechanical, 2=0-5-8 Max Horz 2=326(LC 11) Max Uplift 8=668(LC 12), 2=773(LC 12) Max Grav 8=1251(LC 1), 2=1326(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2285/1563, 3-4=1610/1240, 4-5=1606/1222, 5-6=2528/1767, 7-8=195/256 BOT CHORD 2-12=1485/2085, 11-12=1487/2081, 10-11=1578/2238, 9-10=1883/2708, 8-9=1887/2704 WEBS 3-12=0/328, 3-11=881r/03, 4-11=589/948, 5-11=1081/893, 5-10=240/538, 6-10=605/436, 6-8=2801/1944 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=85ft; L=69ft; eave=8ft; Cat. lit; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 5-6-13, Interior(1) 5-6-13 to 16-0-0, Exterior(2) 16-0-0 to 22-10-13, Interior(1) 22-1 D-13 to 33-10-4 zone; cantilever left and right exposed ;C-C for.members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. This item has been 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 electronically signed and will fit between the bottom chord and any other members. Sealed by Finn, Walter, PE 6) Refer to girder(s) for truss to truss connections. using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 668 lb uplift at joint 8 and 773 lb uplift at Printed COPIES Of this joint 2. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. document are not COnsiderdd signed and sealed and the signature must be verified on any electronic copies. ; Walter P. Finn PE No.22939 MiTak USA, Inc. FL Cart 9934 9904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 mv. 5/19/2020 BEFORE USE Design valid for use only with MiTek9 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and tress systems, see ANS11TPl1 Qualify Criteria, DSB49 and BCSI Building Component 6904 Parise East Blvd. Safefy/Mormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply �Rooi`Speciajl T21307209 509895 L15 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 1512:38:08 2020 Page 1 ID:ZB6d6nQ7g1XZV6481XsxR3ymbkx-1Ya6DIbAgCacjsnEh6cHmCXxDiG5dYkNv18NJJydNvz 8-0-0 16-0-0 24-0.0 29 0 0 34-0-0 1 4-0 8-0-0 B-0.0 8-0-0 5-0 0 5 0 0 5x6 = 6.00 12 Seale = 1:60.0 1Z 11 lu U 6 3x4 = 2x4 II 5x8 = 5x6 = 2x4 II Sx6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (ice) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.20 9-10 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.42 10-11 >969 240 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.13 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.31 9-10 >999 240 Weight: 175 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP SS *Except* TOP CHORD Structural wood sheathing directly applied or 3-11-3 cc purlins, 6-7: 2x4 SP No.2 except end verticals, and 2-0-0 cc puriins (6-0-0 max.): 6-7. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-10-6 cc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3-11, 5-11, 6-8 REACTIONS. (size) 8=Mechanical, 2=0-5-8 Max Horz 2=351(LC 11) Max Uplift 8=665(1_C 12), 2=777(LC 12) Max Grav 8=1251(LC 1),2=1326(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2286/1567, 34=1609/1243, 45=1606/1216, 5-6=2554/1762 BOT CHORD 2-12=1418/2088, 11-12=1420/2084, 10-11=1526/2248, 9-10=2220/3305, 8-9=2228/3301 WEBS 3-12=0/330, 3-11=-883/704, 4-11=592/950, 5-11=1124/901, 5-10=170/535, 6-10=1092/773, 6-8=3358/2257 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=85ft; L=69ft; eave=8ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 5-6-13, Interior(1) 5-6-13 to 16-0-0, Exterior(2) 16-0-0 to 22-10-13, Interior(1) 22-10-13 to 33-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. This Item has been 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 electronically signed and will fit between the bottom chord and any other members. sealed by Finn, Walter, PE 6) Refer to girder(s) for truss to truss connections. using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 665 lb uplift at joint 8 and 777 lb uplift at printed copies of this joint 2. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. document are not Considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22939 Mi rok USA, Inc. FL Cart 8834 8804 Parke East Blvd. Tampa FL 33810 Date: September 15,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking 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, see ANSI?PN Quality Crffeda, DS849 andBCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T21307210 509895 L16 Roof Special Girder 1 1 Job Reference (optional) f ibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 1512:38:09 2020 Page 1 ID:Z86d6nQ7gl XZV6481XsxR3ymbkx-Vk8UR5cobWiTK?MQFp7WJP4_f6cwM14XBhuxriydNvy 8-0-0 16-0-0 244)-0 30-2-8 34-0-0 8-0-0 8-0-0 B-0-0 6-2-8 3-9-8 Scale = 1:62.8 46 = 6.00 12 IN 11 10 9 8 7 3x4 = 2x4 II 5x6 = 6x6 = 2x4 II NAILED 4x8 = LOADING (psf) SPACING- 2-0-O CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(ILL) -0.26 8-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.50 8-9 >811 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.53 Hcrz(CT) 0.13 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.40 8-9 >999 240 Weight: 171 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals, and BOT CHORD 2x4 SP No.2 *Except* 2-0-0 oc purlins (6-0-0 max.): 5-6. 7-9: 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 4-6-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 2-10, 4-10, 5-9, 5-7 REACTIONS. (size) 7=Mechanical, 1=0-5-8 Max Horz 1=348(LC 23) Max Uplift 7=666(LC 8). 1=665(LC 8) Max Grav 7=1251(LC 1), 1=1253(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2319/1233, 2-3=1610/958, 3-4=1609/954, 4-5=2574/1391 BOT CHORD 1-11=102912108, 10-11 =1 031/2104, 9-10=1165/2272, 8-9=2158/4094, 7-8=2176/4096 WEBS 2-11=0/338, 2-10=897/566, 3-10=-473/958, 4-10=11711715, 4-9=88/536, 5-9=1843/1004, 5-7=-4022/2135 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=85ft; L=69ft; eave=Bft; Cat. lit; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load 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. This item has been 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by athers) of truss to bearing plate capable of withstanding 666 lb uplift at joint 7 and 665 lb uplift at electronically signed and joint 1. sealed by Finn, Walter, PE 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. using a Digital Signature. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. Printed copies Of this 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). document are not considered LOAD CASE(S) Standard signed and sealed and the 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signature must be verified Uniform Loads (plf) on any electronic copies. Vert: 1-3=54, 3-5=54, 5-6=54, 7-12=20 Concentrated Loads (lb) Walter P. Finn PE No.22838 Vert: 16=2(B) MTak USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall buckling individual truss chord members only. Additional temporary and permanent bracing MiTek building design. Bracing Indicated is to prevent of web and/or is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricagan, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available tam Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307211 609895 M1 HIP GIRDER 1 1 Job Reference (optional) I wDei[S Lumoer company, Palm My, PL - 3291.15, 5.330 s Jul 22 2U20 MITeK Industries, Inc. I us Sep 15 12:38:19 202U Page 1 ID:Z86d6nQ7g1XZV6481XsxR3ymbkx-CflGXWj4Eay2XY7LrvJsjWUpx87bigY?RFJTBAydNvo 9-0-0 14-0-0 15-0-0 ' 1-4-0 5-0-0 4-0-0 5-0-0 Scale=1:27.1 3x4 = Special 6x6 = NAILED Special 5x6 = Lx9 II Jx9 — Special Special 3x4 = I� 0 5-0-0 9-0-0 14-0-0 5-0-0 4-0-0 5-0-0 Plate Offsets (X,Y)— [3:0-3-0,0-2-7],[4:0-3-0,0-2-7] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.11 7-8 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.07 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.09 Herz(CT) -0.04 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 65 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-7-10 cc purlins, 3-4: 2x6 SP No.2 except BOT CHORD 2x4 SP No.2 2-0-0 cc purlins (6-0-0 max.): 3-4. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-2 cc bracing. REACTIONS. (size) 2=0-7-10, 5=0-7-10 Max Horz 2=145(LC 7) Max Uplift 2=1094(LC 8), 5=1094(LC 8) Max Grav 2=866(LC 1), 5=866(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1421/1753, 3-4=1209/1605, 4-5=1423/1755 BOT CHORD 2-8=-1417/1224, 7-8=1393/1207. 5-7=1427/1226 WEBS 3-8=-419/380, 4-7=-420/381 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=85ft; L=69ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional); cantilever left and right exposed; parch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. This item has been 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1094 lb uplift at joint 2 and 1094 lb uplift at joint 5. electronically signed and 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Sealed by Finn, Walter, PE 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") tee -nails per NDS guidlines. using a Digital Signature. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 244 lb down and 281 lb up at printed copies of this p 5-0-0, and 244 lb down and 281 lb up at 9-0-0 on top chord, and 168 lb down and 360 lb up at 6-0-0, and 168 lb down and 360 lb up at 8-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. document are not Considered 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). signed and sealed and the signature must be verified LOAD CASE(S) Standard on any electronic copies. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Walter P. Finn PE No.22639 Vert: 1-3=54, 3-4=54, 4-6=54, 9-12=20 MTek USA, Inc. FL Cert NU Concentrated Loads (lb) 6904 Parke East Blvd. Tampa FL 33610 Vert: 3=59(B) 4=59(B) 8=167(B) 7=167(B) 15=59(B) 16=39(B) Date: September 15,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119=0 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mew prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVIV11 Quality Criteria, DSB-89 and BCS/Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty [7Jb T21307212 509895 MG1 Monopitch Girder 1 Reference (optional) i IDDettS Lumber company, Palm bay, FL - 329U5, 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 15 12:38:20 2020 Page 1 ID:Z86d6nQ7g1XZV6481XsxR3ymbkx-hsJekski7u4v9iiXOdg5Fk13gYTnR888gv2okcydNvn 3x4 = 2x4 II 3-0-0 3-0-0 Plate Offsets (X,Y)— [1:0-1-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 3-5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.02 3-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (size) 1=0-7-10, 3=Mechanical Max Harz 1=85(LC 8) Max Uplift 1=322(LC 8), 3=204(LC 8) Max Grav 1=616(LC 1), 3=331(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale: 1"' PLATES GRIP MT20 244/190 Weight: 14 Ito FT = 20% Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=85ft; L=69ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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 322 lb uplift at joint 1 and 204 lb uplift at joint 3. 6) Use USP JUS24 (With 4-1 Od nails into Girder & 2-1 Od nails into Truss) or equivalent at 1-0-12 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=54, 1-3=20 Concentrated Loads (lb) Vert: 5=737(F) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature.. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MITek USA, Inc. FL Cott NU 8904 Parke East Blvd. Tampa FL 33810 Date: September 15,202C A WARNING - Verify design parameters and READ NOTES ON THS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP11 Oua#W CrBeda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307213 509895 N1 HIP GIRDER 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 15 12:38:212020 Page 1 ID:Z86d6nQ7g1 XZV648IXsxR3ymbkx-92sOyBlKmCCmmrHkyKLKoxaBuxgsAa4luZoZG3ydNvm 1 4 0 5-0-0 7-11-8 12-11-8 14-3-8 1-0 0 5-0-0 2-11-8 5.0-0 1� 0 Scale = 1:25.5 Special Special 6x6 = NAILED 5x6 = HJC26 HJC26 5-0-0 Iq LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.43 BC 0.37 WB 0.08 Matrix -MS DEFL. in (loc) Vdefl L/d Vert(LL) 0.07 7-8 >999 240 Vert(CT) -0.05 8 >999 240 Horz(CT) -0.02 5 n/a n/a PLATES GRIP MT20 2441190 Weight: 70lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc pudins, except 3-4: 2x6 SP No.2 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-4 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-5-8, 5=0-5-8 Max Harz 2=145(LC 7) Max Uplift 2=848(LC 8), 5=868(LC 8) Max Grav 2=827(LC 1), 5=827(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1366/1450, 3-4=1162/1368, 4-5=1368/1494 BOT CHORD 2-8=-1191/1214, 7-8=1175/1194, 5-7=1185/1180 WEBS 3-8=308/372, 4-7=-345/375 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=85ft; L=69ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load 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 848 lb uplift at joint 2 and 868 lb uplift at This item has been joint 5. 7) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. electronically Signed and 8) Use USP HJC26 With 16-16d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-10-14 oc max. starting at 5-0-4 sealed by Finn, Walter, PE from the left end to 7-11-2 to connect truss(es) to back face of bottom chord. using a Digital Signature. 9) Fill all nail holes where hanger is in contact with lumber. Printed copies of this p 10) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. document are not considered 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 242 lb down and 277 lb up at 5-0-0, and 244 lb down and 281 lb up at 7-11-8 on top chord. The design/selection of such connection device(s) is the signed and sealed and the responsibility of others. signature must be verified 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). on any electronic Copies. LOAD CASE(S) Standard Walter P. Finn PE No.22839 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 MITok USA, Inc. FL Cart 6634 0904 Parke East Blvd. Tampa FL 33610 Uniform Loads (plf) Date: Vert: 1-3=54, 3-4=54, 4-6=54, 2-5=20 September 15,2020 'ontinued on page 2 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119=0 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW 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, see ANSM11 Quality Criteria, DSB49 and SCSI Bulld/ng Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21307213 509895 N1 HIP GIRDER 1 1 Job Reference (optional) I IDDens LumDer t:dmpany, ralm tray, rL - 3ZVUb, 8.330 s Jul 22 2020 MiTek Industries, Ina Tue Sep 15 12:38:21 2020 Page 2 ID:Z86d6nQ7g1XZV6481XsxR3ymbkx-92s0yBIKmCCmmrHkyKLKoxaBuxgsAa4luZoZG3ydNvm LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=59(B) 4=59(B) 8=167(B) 7=167(B) 13=59(B) 14=39(B) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5H92020 BEFORE USE. Design valid for use only with MTeR® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeV 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, see ANSVTPll Quality Criteria, DSB-89 andBCSI Building Component 6904 Parke East Blvd. Sarety/nlormatlon available from Truss Plate Institute, 2670 Crain Highway, Sude 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply T21307214 509895 N2 Hip Girder 1 n L Job Reference (optional) I Ibbett9 Lumber Company, Palm bay, FL - 32905, 8,330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 15 12:36:22 2020 Page 1 ID:Z86d6nQ7g1XZV6481XsxR3ymbkx-dEQ09XmyXVKdO?swVV2sZK96LzL8jv_6R7DX7oVydNvl -1 42 3-0-0 5-9-0 7-2-8 9-11-8 12-11-8 1 4 2 3-0-0 2-9-0 15-8 2-9-0 3-0-0 5x6 = 5x6 = THD26 THD26 Special Scale = 1:23.3 3 0 0 5-9-0 7-2 8 9-11 8 12-11-8 3-0.0 2-9-0 1-5-8 2-9-0 3-0-0 Plate Offsets (X,Y)—[4:0-3-0,0-2-01,[5:0-3-0,0-2-01,[7:0-8-0,0-0-9) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.11 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.14 10-11 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 154 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-8 cc pudins, except BOT CHORD 2x6 SP DSS 2-0-0 cc purlins (5-6-3 max.): 4-5. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-9 cc bracing. REACTIONS. (size) 7=0-5-8, 2=0-5-8 Max Horz 2=154(LC 24) Max Uplift 7=2204(1_C 8), 2=2485(LC 8) Max Grav 7=4040(LC 1), 2=4395(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=8306/4518, 3-4=5931/3277, 4-5=5271/2960, 5-6=6065/3349, 6-7=7890/4318 BOT CHORD 2-11=3990/7425, 10-11=3990/7425, 9-10=2728/5159, 8-9=3811/7049, 7-8=3811/7049 WEBS 3-11=1101/2106, 3-10=2463/1372, 4-10=1264/2349, 4-9=199/321, 5-9=1386/2573, 6-9=1892/1092, 6-8=821/1595 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 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 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=42psf; BCDL=6.Opsf; h=25ft; B=85ft; L=69R; eave=8ft; Cat. This item has been 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. electronically signed and 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Finn, Walter, PE 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 using a Digital Signature. will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2204 lb uplift at joint 7 and 2485 lb uplift Printed copies of this P at joint 2. document are not considered 9) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. signed and Sealed and the 10) Use USP THD26 (With 18-16d nails into Girder & 12-10d x 1-1/2 nails into Truss) or equivalent spaced at 2-0-0 cc max. starting at signature must be verified 1-10-4 from the left end to 5-0-12 to connect truss(es) to front face of bottom chord. On any electronic copies. 11) Fill all nail holes where hanger is in contact with lumber. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1237 lb down and 686 lb up at Walter P. Finn PE No.22839 7-0-12, and 1237 lb down and 6B6 lb up at 9-0-12, and 1237 lb down and 686 lb up at 11-0-12 on bottom chord. The MiTak USA, Inc. FL Cart $634 6904 Parka East Blvd. Tampa FL 33810 design/selection of such connection device(s) is the responsibility of others. Date: LOAD CASE(S) Standard September 15,2020 Continued on page 2 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119=20 BEFORE USE. Design valid for use only with MlTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIV71011 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply T21307214 509B95 N2 Hip Girder 1 n L Job Reference (optional). I IDDetts Lumber l;ompany, calm tiay, FL - 325Db, 8,330 s Jul 22 2020 Mi rek Industries, Inc. Tue Sep 15 12:38:22 2020 Page 2 ID:Z86d6nQ7g1XZV6481XsxR3ymbkx-dEQ09XmyXVKdO?swV12sZK96LZL8jy_6R7DX7oVydNvl LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-4=54, 4-5=54, 5-7=54, 2-7=20 Concentrated Loads (lb) Vert: 11=1231(F) 9=1237(F) 16=1231(F) 17=1231(F) 18=1237(F) 19=1237(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5M92020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and pmpedy incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!TeW 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, see ANSKP11 Ouallty, Criterfa, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 9 0 Job Truss Truss Type Qty Ply T21307215 509895 V1. GABLE 1 1 Job Reference (optional) nuueua r_wnuci tympany, roan oay, r�-ocauo, o.aaU s dui 44LULU mr r eK muusmes, mc, i ue oep -i o i cao:za tutu rage -i ID:Z86d6nQ7g1XZV6481XsxR3ymbkx-5R_tnNtmalpTU09R64INoftDlameUsbMtHgLxydNvk 11-9-0 4x4 = 3 Scale = 1:21.2 S 7 6 3x4 i 2x4 II 2x4 II 2x4 II 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 PLATES GRIP MT20 244/190 Weight: 43 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 11-9-0. (lb) - Max Horz 1=121(LC 10) Max Uplift All uplift 100 lb or less at ioint(s) 1, 5, 7 except 6=191(LC 12), 8=191(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 5, 7 except 6=309(LC 18), 8=310(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-6=228/377, 2-8=229/377 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=85ft; L=69ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 5, 7 except (jt=lb) 6=191, 8=191. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MTok USA, Inc. FL Cert6834 9804 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 ® WARM14G - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE • Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to buckling individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent of 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, see ANSIMP11 quality Merle, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Satefytrrformafion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 v 4 4� Job Truss Truss Type Qty Ply T21307216 509895 V2 Valley 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Jul 22 2020 Mi rek Industries, Inc. Tue Sep 1512:38:24 2020 Page 1 ID:Z86d6nQ7g1XZV648IXsxR3ymbkx-ZdY9aDnC37bLdJ?IdTu1QaCkm9vhMyNkbXOEtNydNvj 3-10-8 7-9-0 3-10-8 3-10-8 Scale = 1:14.8 4x4 = 1a .4 o c 4 2x4 i 2x4 II 2x4 7-8-8 7-WO 7-8-8 0 -8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL). n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 Be 0.10 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-S Weight: 24 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (size) 1=7-8-0, 3=7-8-0, 4=7-8-0 Max Harz 1=75(1_C 10) Max Uplift 1=70(1_13 12), 3=70(LC 12), 4=115(LC 12) Max Grav 1=111(LC 17). 3=122(LC 18), 4=263(LC 1) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=170/283 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 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=85ft; L=6911; eave=8ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (11=1b) 4=115. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wafter P. Finn PE No.22839 MiTak USA, Ina FL Cart NU 9904 Parke East Blvd. Tampa FL 33610 Date: September 15,202C A WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119=20 BEFORE USE. for MITekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not Design valid use only with a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracingindicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTew is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing oftrusses and truss systems. see ANSUTP11 Qual/ty Criteria, DSB-89 and BCSI Build/ng Component 69D4 Parke East Blvd. Safe Infomtadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 r+ )- Job Truss Type City Ply Puss T21307217 509895 Valley 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 2x4 i 8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 1512,38:24 2020 Page 1 ID:Z86d6nQ7g1XZV6480CsxR3ymbkx-ZdY9aDnC37bLdJTIdTulOaCms9v9MyBkbXOEWydNvj 3-9-0 3x4 = 2x4 Scale = 1:7.4 ra 0 0- 3-9-0 0 3.8.8 Plate Offsets (X,Y)— [2:D-2-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Harz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 10lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 cc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-8-0, 3=3-8-0 Max Harz 1=29(LC 10) Max Uplift 1=49(LC 12), 3=49(LC 12) Max Grav 1=92(LC 1), 3=92(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=85ft; L=69ft; eave=8ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will Tilt between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.2Z639 MTak USA, Inc. FL Cart 6934 6904 Parke East Blvd. Tampa FL 33610 Date: September 15,202C ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5116f2020 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall design. Bracing indicated Is to buckling individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' building prevent of 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, see ANSUTP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ss Truss Type Qty Ply T21307218 509895 LV4 Valley 1 1 Job Reference (optional) I I...1. LU .. wn.Pany, coon oay, rL- ataua, 6AJU S JUI LL LULU MI I eK Inausines, Inc. I ue bep io Luzu rage 1 ID:Z66d6nQ7g1 XZV6481XsxR3ymbkx-1 p6XnZorgQiCFTaVBAPGynkx5ZGw50TupBmnPgydNvI 4-74 3 5 4 2x4 -:�- 2x4 II 2x4 II Scale = 1:14.3 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.10 BC 0.04 WB 0.06 Matrix-P DEFL. Vert(LL) Vert(C-1) Horz(CT) in n/a n/a 0.00 (loc) Udell Ud - n/a 999 - n/a 999 n/a n/a PLATES GRIP MT20 244/190 Weight: 17lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (size) 1=4-6-12, 4=4-6-12, 5=4-6-12 Max Horz 1=115(LC 12) Max Uplift 4=-47(LC 12), 5=131(LC 12) Max Grav 1=41(LC 1), 4=75(LC 17), 5=212(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=164/339 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=6.Opsf; h=25ft; B=85ft; L=69ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (It --lb) 5=131. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wattor P. Finn PE No.22839 MiTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: September 15,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119=20 BEFORE USE Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Oualiry Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd. Safery/Mormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 t Job Truss Truss Type Qty Ply T21307219 509895 V5 Valley 1 1 Job Reference (optional) I IDDettS Lumber company, calm Bay, I-L - 329Ub, v a 0 2x4 i B.33U 9 Jul 7z ZU20 Nil I eK InaustneS, Inc. I ue Sep 'I b 1Z:3B:Zb ZUZU rage 1 ID:Z86d6nQ7gl XZV648UCsxR3ymbkx-1 p6XnZorgQjCFTaVBAPGynkx9ZGz500upBmnPgydNvi 2-7-4 2x4 II 2 LOADING (psfl SPACING- CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL %0 1.25 TC 0.09 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Cade FBC2017ITP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (size) 1=2-6-12, 3=2-6-12 Max Horz 1=55(LC 12) Max Uplift 1=22(LC 12), 3=50(LC 12) Max Grav 1=71(LC 17), 3=80(LC 17) FORCES. (lb) -Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown Scale = 1:9.3 PLATES GRIP MT20 244/190 Weight: 8 lb FT = 20% Structural wood sheathing directly applied or 2-7-4 oc purlins, except end verticals. 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=85ft; L=6911; eave=811; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 Mi rok USA, Inc. FL Cart 8834 88D4 Parke East Blvd. Tampa FL 33610 Date: September 15,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5N9/2020 BEFORE USE. Design valid for use only with MTek®connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSM11 Quality Criterla, DSB-89 andBCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols Numbering System ® Generil Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y 4 6-4 8 dimensions shown in ft-In-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury offsets are indicated. Dimensions are in ft-In-sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. Apply plates to both sides of truss 1 2 3 J� and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer. For oz 3 wide truss spacing, individual lateral braces themselves c� 2 may require bracing, or alternative Tor I ���1B�r WEBS bracing should be considered. O F ��O JN4 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. U UE 4. Provide copies of this truss design to the building p a designer, erection supervisor, property owner and f— C7-8 cea cse all other interested parties. For 4 x 2 orientation, locate plates 0- Vid' from outside BOTTOM CHORDS 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/rPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from connector plates. THE LEFT. the environment in accord with ANSI/TPI 1. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted, moisture content of lumber "Plate location details available in MiTek 2012D NUMBERS/LETTERS. shall not exceed 19% at time of fabrication. software or upon request. 9. Unless expressly noted, this design is not applicable for PRODUCT CODE APPROVALS use with fire retardant, preservative treated, or green lumber. PLATE SIZE ICC-ES Reports: 10. Camber is anon-swctural consideration and is the The first dimension is the plate responsibility of truss fabricator. General practice is to Camber for dead load deflection. 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 11. Plate type, size, orientation and location dimensions the length parallel to slots. Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and LATERAL BRACING LOCATION In all respects, equal to or better than that specified. Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the 13. Top chords must be sheathed or pudins provided at by text in the bracing section of the truss unless otherwise shown. spacing indicated on design. output. Use T or I bracing if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. section 6.3 These truss designs rely on lumber values 15. Connections not shown are the responsibility of others. BEARING established by others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior approval of an engineer. (supports) occur. Icons vary but © 2012 MiTek@ All Rights Reserved 17. Install and load vertically unless indicated otherwise. reaction section indicates joint � number where bearings occur. Min size shown Is for crushing only. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards' s 19 and pictures) cturew all s) before use. Reviortions of this ewing pictures es alone g p ANSIITPI1: National Design Specification for Metal is not sufficient. Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. ® 20. Design assumes manufacture In accordance with ANSI/r 1 Quality Criteria. BCSI: Building Component Safety Information, M!Tek 91 Guide to Good Practice for Handling,The 21.design does not take into account any dynamic Installing & Bracing of Metal Plate or other loads other than those expressly stated. Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020