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ST 8" 8' 4" 24' 4" 15, 0" CJ1 CJ1` a o SIT' 14' 8" m n,t CJ3,-.-- E2 E1 2PLV N nJ N o o a EJ _ CJ1 F V5 g EJ6 LL CJ3 V4 Co a LL > DENOTES LEFT END OF TRUSS EJ6 ~ Q C' _ s CJ5 do LL a to EJ �O�ED y HJC26- EJ7 EJ6 c/y J7 TRUSS END DETAIL SQUARE CUT OVERH/ NG - 12 51 4 1116" HEEL HEIGHT 6'-1' T.O.B. tit - E _ o r O a. R 4 Q T a< >— t`•1 fV fN iV � W EJ7 . U U W W E.17 1'-0.5f16' CJ. 7 w CJ 2'-0" CJ - 1'-11 lit 6" #1 HI CJ3 Z- "o.C. ODDSPACETYPICAL CORNER SET DIM'S Cil N.T.S. _.— tU IEJ6 V2 00 s , ' 0 Hatch L@ end - b' w st v3 r, a �8' 1" BEARING RING E ;. iv / /, / / '/,...'/. '/, '/, � 8'_1" BEAR G LL „ �9 r n 1 BEARING j� u ' h W -W W W rW0 W y`�S W z W 4' CANTILEVER D1 z / / 22 6 13' 6.• Truss Connector Total List D1 0 LCGHfi C 13,T Manuf Produ t Qty ���' E���� T 10 15.4•• D1 HJC26 4 THD26 3 THDH26-2 1 (V �. (714 `. h HANGER NOTE: LD2 t L JACK TRUSSES TO BE TOE TT NAILED PER MITEK DETAIL 0 9V, F "MII-TOENAIL $P" UNO. i = xl CJ5 w`.: CJS , b ....CJ3,, CJ1 11 � U U W W W U UV ( 21'!q" 36' 4• � 5T 6" t LUMBER COrt,LLC *" Signature of this dowment acknowedges that ibe client has reviewed this truss placement diagram in its entirety and is in agreement with the following items, including but not limited to: A.) 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 client will be at the client's expense. B.) Design Criteria: The client acknowledges that the tmss design criteria noted on this truss 4 placement diagram meets or exceeds the design criteria specified by the building designer, engineer of record, and local and state building requirements. C.) Fabrication and Delivery: One approved truss placement diagram must be returned to the truss manufacturer before fabrication and delivery will be sscheduled. It is the client's responsibility to coordinate delivery dates with the truss manufacturer. The client shall provide a marked location for w delivery, which most be accessible, level, and clear of material and debris; in lieu of this, trusses will be ,— z delivered in the best available location atour driver's discretion. Care and handling of the trusses 2 following dilveryIs the responsibility of the client 0 JD,) Installation & Bracing: BCSI2008 ( Building Component Safety Information ) WTCA /TPI guidelines shall be followed when handling, installing, and bracing trusses. Temporaryand Jor st r' permanent bracing and blocking is not included in the truss package. Trusses shall be braced to z — prevent rotation and provide lateral stability in accordance with the requirements specified in the construction documents for the building and on the individual truss design drawings. Theoverall stability of the truss system is the responsibility of the building designer. E.) Field Framing:1.) Tray ceilings and other ceiling transitions may require field framing by others. 2.) Ceiling drops and valleys notshown are to be field framed by others. 3.) Overhangs maybe over length - cut to fit in field. Ove hangs are 2x4 or2x6 -no blockingis, applied. Comer jacks will be square curt and hip jacks will be double beveled. F.) Repairs: Truss related problems are to be reported to the truss manufacturer ASAP, preferably in writing DO NOT CUTANY TRUSSES before contacting the truss manufacturer with specifics of the problem. Any field modifications made without an engineered repair drawing will be the responsibility oftheclient. No back chargesor crane charges of any kindwill be ampeted, unless specifically approved in writing by the truss manufacturer's management. G.) This Truss Placement diagram was not created by an engineer, rather by Tibbetts Lumber Co. LLC staff, and is purelyto be used as an ]retaliation guide and does not requirea seal. Trussdeisgn analysis are on the Truss Design Drawings which may be sealed by the Truss Design Engineer. Floor Load; Root Load; # pet . TCLL, . TCOL, . 6CLL, . BCDI; Our.:. 4pN pet ZO TCLL, t0 TC:DL, 0 BCLI, 70 6CDL; Dur. 9.25 Design checked for 10 Per nmconcudind LL an BC. Design decked for 10 psi non -concurrent LL on BC. MRek Engineering 8.2.1.267 Exposure : C Building Code : FBC 2017 Mean Flirt. : 15 ASCE 7.10 Bldg. Cat. : II TPI 1-2014 Importance Factor : 9 3 Truss Design : C & C Enclosure : Enclosed to Uplift Calc. : MWFRS Entry : Exposed to Wind d U Wind Speed : 160 mph US Lanai : Exposed to Wind z ROOF CRITERIA FLOOR CRITERIA il T.C. Pitch 5 / 12 e C. Pitch 112 Depth - -i A. li T.i;. Size 2X4 Spacing • Heel Hgt. 41116" � Bearing 8" Cantilever Vapor bander between floor &concrete by others. Overhang la" Floor trusses held back 3/4" at exterior waits, Spacing 24"o.c. block & fill by others. Blocking for vertical load transfer by others. Odd space floor trusses around plumbing as noted r� Approved by: Desired delivery date: Approval Date: Date, Intials, Description — tr z O N W 3 w�mmes mom Ando Building Corporation z w � Project: U Bell rdddiess: 5242 Splash Pine Tr., Fort Pierce h Date: 3/1612020 Designer: DN -- - Project # 508977 6 ® Lumber design v�Aes are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 508977 -Bell MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Ando Building Corp. Project Name: Bell Model:.. Tampa, FL33610-4115 Lot/Block: .. Subdivision: 52.. Address: 42 Slash Pine Trail, .. City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017frP12014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 40.0 psf Floor Load: N/A psf _ This package includes 48 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# 1 T19696348 Al 3/16/20 23 T19696370 2 T19696349 A2 3/16/20 24 T19696371 3 T19696350 A3 3/16/20 25 T19696372 4 T19696351 A4 3/16/20 26 T19696373 5 T19696352 A5 3/16/20 27 T19696374 6 T19696353 A6 3/16/20 28 T19696375 7 T19696354 A7 3/16/20 29 T19696376 8 T19696355 B1 3/16/20 30 T19696377 9 T19696356 B2 3/16/20 31 T19696378 10 T19696357 B3 3/16/20 32 T19696379 11 T19696358 B4 3/16/20 33 T19696380 12 T19696359 B5 3/16/20 34 T19696381 13 T19696360 B6 3/16/20 35 T19696382 14 T19696361 B7 3/16/20 36 T19696383 15 T19696362 B8 3/16/20 37 T19696384 16 T19696363 B9 3/16/20 38 T19696385 17 T19696364 B10 3/16/20 39 T19696386 18 T19696365 Ell 3/16/20 40 T19696387 19 T19696366 B12 3/16/20 41 T19696388 20 T19696367 B13 3/16/20 42 T19696389 21 T19696368 B14 3/16/20 43 T19696390 22 T19696369 B15 3/16/20 44 T19696391 Truss Name Date 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: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these trusscomponent designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/rPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verity applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapten2. POUINrVFW ENgF;l .� 68182 *: :* 0: STATE OF :��/Z i4�; '9/O N A� E%C��. Joaquin Velez PE No.68182 MiTek UBA, Inc. R_ Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 16,2020 Velez, Joaquin 1 of 2 RE: 508977 -Bell Site Information: Customer Info: Ando Building Corp. Project Name: Bell Model Lot/Block: .. Subdivision:.. Address: 5242 Slash Pine Trail, .. City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T19696392 V2 3/16/20 46 T19696393 V3 3/16/20 47 T19696394 V4 3/16/20 48 T19698395 V5 3116/20 2of2 Job Truss Truss Type Ory Ply Bell T79696348 508977 Al Hip 1 1 Jab Reference (optional) ImDew Lurnifef Company, Halm bay, rL-a2eua, a.wu a Mar lu ze211 Inc. Man Mar 16 uu:b1:44 2uzu 6x8 = 5.00 12 2.4 11 5x6 =2x4 II 7 a 9 6.6 12 Scale = 1:80.5 27 26 L5 6.12 MT20HS = 3x4 = 20 19 18 5x8 = 15 14 13 3x6 = 7x8 = 3x4 II 2x4 II 4xe = 2x4 II 6.8 = 46 II 6x12 MT20HS = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber 1.25 BCLL 0.0' Rep Stress lncr YES BCDL 10.0 Code FBC2017/TPI2014 CSI. TC 0.92 BC 0.96 WB 0.83 Matdx-MS DEFL Ved(LL) Vert(CT) Hom(CT) Wind(LL) in (lac) l L/d -0.34 22-23 >999 360 -0.7221-22 >737 240 0.31 13 n/a n/a 0.4622-23 >999 240 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 301 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals, and 6-8:2x4 SP SS 2-0-0oc puffins (3-5-8 max): 6-8. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or2-2-0 oc bracing. Except: 23-24: 2x4 SP SS 10-0-0 oc bracing: 24-26, 19-21 WEBS 2x4 SP No.2 WEBS 1Row at micipt 5-22.6-21.12-14 REACTIONS. (size) 2=0-8-0, 13=D-4-0 Max Horz 2=292(LC 11) Max Uplift 2=828(LC 12), 13=-727(LC 12) Max Gmv 2=1856(LC 1), 13=1766(LC 1) FORCES. (fib) - Max CompJi Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3=-4047/2107, 3-4=-5409/2907, 4-5=-4066/2297,.5-6=-3077/1838, 6-7=-2757/1752, 7-8=-2747/1745,8-9=-314311982,9-10=-3181/1902, 10-11=-3578/2055, 11-12=-2716/1485,12-13=-1694/1026 BOT CHORD 2-27=-1966/3855, 26-27=-169/302, 4-24=-407/967, 23-24=-2668/5226, 22-23=-1971/3796, 21-22=-1385/2841, 7-21=-029/427, 16-17- 1677/3260, 10-16=-218/473 3-27=-12 WEBS 524, 51716=-47�75, 512 3/2670, 072�� 11-14�5261/805, 12-14=-1 16/2343417-21 �PaC 8-17=-705/1068,8-21=-211/374 �� �� S�.•..• ii NOTES- ;' N O 68182 •: 1) Unbalanced roof live loads have been considered for this design. * �' 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opst h=15ft; B=45ft; L=44ft; eave=5ft; Cat : = II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 3-0-5, Interior(l) 3-0-5 to 18-10-8. Exterior(2) C 18-10-8 to 25-1-7, Interior(1) 25-1-7 to 28-6-5, Extedor(2) 28-6-5 to 34-9-4, Interior(1) 34-9-4 to 44-0-4 zone; cantilever left and right -O exposed ;C-C for members and tomes 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 '33 : S OF ((/ ••, 3) Pmvide adequate dminage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. Q <(/ T '• A, P•: ��,�� 5) This has been designed for 10.0 bottom live load live loads. �i�(Csl fl 1 Q truss a psf chord nonconcurrent with any other 6)' This truss has been designed for live load 20.Opsf the bottom chord in all areas where a rectangle 3-5-0 tail by 2-0-0wide S/••••••••���% a of on /."'7ON A; % will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 628 It, uplift at joint 2 and 727 lb uplift at joint 13. Joaquin Velez PE No.68182 8) Grephical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chard. MTek USA, Inc. FL Cert 6634 6904 Paden East Blvd. Tampa R.33610 Date: March 16,2020 QWARNDIG-Vedfydeslgnpmmetenend NEADNOTESONMISANDWCLUDEDMREKREFENANCEFAGEMIL74mmv. 16M0,20156EFONEUSE Design valid form onlywith MTek® connectors. This design Is based only upon parameters shown. and b for an Individual balding component not ��- a truss system. Before use. the building designer must verilyme applicability of design parameters and properly Inaatporate has design Into me overall balding design. Bracing Micoted is to buckling of Individual basa web and/or chord members only. Additional temporary and permanent brocrig MiTek- prevent b always required for stabeity and to prevent collapse with possible personal Injury and property damage. For general guidance regatliag me fabrication, storage. delivery, erection and bracing of trusses and truss systems, seeANSUIPII QuoCmnb, DSB49 cardSCSI building Component 6904 Parke East Blvd. Safety Wo rratiora 4oble from Truss Plate Institute. 218 N. Lee Street Sulte 312. Alexandria. VA 22314. Temps, FL 33610 Job Truss Truss Type PPlyBell • T79696349 508977 All �:"` Hip 1 1 Job Reference, (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 5.00 FIT 8.330 s Mar 10 2020 MiTek ID:onAgeyv7jePED8gixPexBmzEm0-nW E 21dd 26-2-8 I 4313 3065 37 4-9-12 I Odd I ai Sxfi — 3x4 2x4 II 5x8 = = Mon Mar 16 09:51:45 202D Scale =1:80.6 21 20 1a 3x8 = 15 14 13 12 11 3.6 = 6.8 = 2x4 II 2x4 II 6xB = 516 = 4x6 II 6x12 MT20HS = 7da e-11-131 5 1&168 2511-0 26,ad 3665 37-is 442-0 1 a.7.n I nun o3!e M5 i 17:M I 7-00 Plate Offsets (),LY)-- 13:0-3-00.3-01 [5.0-3-00-241 18:0-5-12 0-2-e1 111:Edge,O-M] [13.0-2-8 0-3-01 [16:0-2-12 0341 118:0-8-0 0341 [21:0-3-8 0-3-01 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(L-) -0.38 16-17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.8016-17 >657 240 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(CT) 0.23 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.4017-18 >999 240 Weight: 264 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD 3-5: 2x4 SP SS BOTCHORD 2x4 SP No.2 *Except* BOTCHORD 2-19,16-18: 2x4 SP SS WEBS 2x4 SP No.2 WEBS REACTIONS. (size) 2--"-0, 11--0-4-0 Max Ho¢ 2=260(LC 11) Max Upli0 2=-828(LC 12), 11=-726(LC 12) Max Gmv 2=1856(LC 1). 11=1767(LC 1) FORCES. (Ib) - Max CompJMax Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3959/2110, 3-4=4745/2683, 4-5=-3401/1963, 5-6=3081/1915, 6-7=-3105/1913, 7-8=-3090/1908,8-9=-2646/1574,9-10=-2734/1519, 10-11— 1698/1033 BOT CHORD 2-21=-1943/3707, 4-18=340/864, 17-18— 2450/4531, 16-17=-1652/3202, 7-16=-274/282, 12-13=-1325/2459 WEBS 3-21— 11571713, 18-21=-1905/3725, 3-18=-511/884, 4-17=-1570/981, 5-17=413/935, 6-17=381/255, 6-16=-260/155, 13-16=-1098/2354,8-16=-710/1367,8-13=-444/240, 9-12=-353/363, 1D-12_ 1294/2382 Structural wood sheathing directly applied, except end verticals, and 2-" oc pudins (3-1-15 max.): 5-8. Rigid ceiling directly applied or 43-5 on bracing. Except: 1 D-0-0 oc bracing: 18-20,14-16 1 Row at micipt 4-17, 10-12 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=6.Opsf; h=15ft; B=45ft; L=440; eave=51t; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -14-11 to 3-0-5, Interior(1) 3-0-5 to 16-10-8, Exterior(2) 16-10-8 to 23-1-7, Interior(1) 23-1-7 to 30-6-5, Exterior(2) 30-6-5 to 36-94, Intedor(i) 36-94 to 44-04 zone; cantilever left and right exposed ;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pone ing. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= IO.Opsf. 7) Provide mechanical connection (by others) of fuss to bearing plate capable of withstanding 828 lb uplift at joint 2 and 726 lb uplift at joint 11. 8) Graphical Pullin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 01 No 68182 *: :* O: :Irz 90 ; S0. OF .:Q/Z S•.OR%O• N Joaquin Velez PE No.68182 MRek USA, Ina H. Ceil 6634 6904 Parke Fast BNd.Tampa FL33610 Date: March 16,2020 Job Truss Truss Type Ory Ply BeII r1 T19696350 508977 A3 Hip 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL- 32905, 8.330 s Mar 10 2020 MiTek Industries. Inc. Mon Mar 16 09:51:47 2020 5A — 2x4 II 4xB = Sx8 = Scale = 1:79.0 21 2a " US = 15 14 13 12 11 3,6 = 6xe = 3.4 11 3x4 = Bx8 = 5x6 = 4x6 II 6.8 = - I 11-6-0 9-8 20-6-8 2511-0 82-8 -F37-2-0 I 4L2-022779 . 1n7 7-0.0 Plate Offsets(XY)— 15:0-M0-2-41 f8:0-5-120-2-81 fll:Edge,0-3-8] 113.0-2-120-3-01 [14:0-0-00-1-81 f16:0.6-00-3-0] [18:0-2-0Edge] (21:03-80-3-0) LOADING (psi) SPACING- 2-M CSI. DEFL in (Ioc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(L-) -0.34 17-18 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.8017-18 >661 240 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.22 11 r/a rile BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.4317-18 >999 240 Weight: 264 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Excepr TOP CHORD 5-8: 2x4 SP SS BOTCHORD 2x4 SP No.2•Except• BOTCHORD 2-19,16-18:2x4 SP SS WEBS 2x4 SP No.2 WEBS REACTIONS. (size) 2=0.8-0, 11=0-4-0 Max Horz 2=228(LC 11) Max Uplift 2=-828(LC 12), 11=-726(LC 12) Max Gmv 2=1856(LC 1), 11=1767(LC 1) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3963/2154, 3-4=-4333/2478; 4-5=-4348/2617, 5-6=-3756/2237, 6-7— 3756/2237, 7-8=-3600/2186, 8-9=-269311617, 9-10-2717/1528, 10-11=-169511042 BOTCHORD 2-21=-1988/3665, 4-18=-243/311, 17-18=-1759/3313, 16-17=-1879/3614, 7-16=-575/430, 12-13=-1326/2438 WEBS 3-21=-685/491, 18-21=-1879/3612, 3-18=-176/463, 5-17=-320!/53, 6-17=-3581360, 7-17=-67/327, 13-16=-1186/2245, 8-16=-871/1560, 8-13-336/191, 9-12=-370/345, 10-12= 127512345, 5-18=-71411315 Structural wood sheathing directly applied, except end verticals, and 2-0.0 cc puffins (3-2-8 max): 5-8. Rigid ceiling directly applied or 4-8-9 oc bracing. Except: 10-0-0oc bracing: 18-20, 14-16 1 Row at midpt 10-12 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=15ft; B=45B; L=44ft; eave=5D; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 3-0-5, Interior(1) 3-0-5 to 14-10-8, Esderior(2) 14-10-8 to 21-1-7, Interior(1) 21-1-7 to 32-6-5, Extedor(2) 32-6-5 to 38-9-4, Interior(1) 38-9-4 to 44-0-4 zone; cantilever left and right exposed ;C-Cfor 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 chord and any other members, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 8281to uplift at joint 2 and 7261b uplift at joint 11. 8) Graphical puffin representation does not depict the size or the orientation of the puffin along the top'anNor bottom chord. ,��oPp `Ul N ,►/E� i��i No 68182 9 S OF .4U, i <i/ SONA%611111111111111 �C?�. Joaquin Velez PE NaS8182 MTek USA. Inc. FL Cell 6634 6904 Parke fast Blvd. Tampa FL 33610 Date: March 16,2020 QWARNWG- Ved1ydesr9nxrremefNr READ NOTES ON TNISANDMCLUDWMREKREPENANCEPAGEM9-74M.. 112,11Y2a/SBEPORE USE Des)gn valid for use orly with Mne'.W connectors. TNs dedgn Is based only upon parametersshown and Is for an Individual building component not �- a Muss system. Before use, the buflding designer must verify me appllcobllity of design parameters and property incorporate tms design Into me overall balding design. Bracing indicated 6 to buclding individual truss web and/or chord members only. Additonal temporary and permanent booing MOW prevent of 8 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarcrg Me fabrication. storage. delivery, erection and bracing of trusses and buss system% seeANSVrPII Quality Criteria, DSBd9 and BCSI Building Component 69M Padre East BNd. Safety Wormolbruvaeable from Truss Pate In[ntute, 218 N. Lee Street Sulta 312 Nexanddo. VA 22 1A. I'mila. FL W610 Job Truss Truss Type Ory Ply Ball x r T19696351 508977 A4 Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Mar 10 2020 MI-Tek Industries, Inc. Mon Mar 16 09:51:49 2020 Sx6 = 2.4 II 5x6 = 46 = 4x4 = 5x6 = 7 5.00112 3 4 27 8 5 29 8 3 31 2 8 3x4 -- 3x4 933 26 2 34 4x6 n 25 10 m Q 18 6 1=1 17 WE= Scale = 1:76.4 21 20 19 3x10 = 15 14 13 12 11 3,,S = 6x6 = 3x4 II 5.6 11 6x12 = Sx6 = 3.6 II 5x10 = 7-0-0 11-1 1/ 9'B 19-1-8 25-11-0 2fi -8 34E-5 39-210 442-0 7-0.0 1 4.6.0 0 7.9.0 8-4-8 0-�-8 &3-13 1 47-11 5.0.0 Plate Offsets(KY)--[1:0-4-20-1-8] [4:0-3-00-2-41 [5.03-00-3-0118:0-3-00-2-41 [13:0-4-00-3-0] [14:0-3-0.0-0-01.[16:0-11-4Edae1 [18:0-3-40-3-01 LOADING (psf) SPACING- 2-" CSI. DEFL in floc) Udell Lrd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(L-) -0.39 16-17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Ven(CT) -0.8217-18 >643 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(CT) 0.26 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.53 16-17 >999 240 Weight: 261 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 4-5: 2x4 SP SS BOTCHORD 2x4 SP No.2 'Except' BOTCHORD 1-19,16-18: 2x4 SP SS WEBS 2x4 SP No.2 WEBS REACTIONS. (size) 1=10echanical, 11=0-4-0 Max Harz 1=181(LC 10) Max Uplift 1=-724(LC 12), 11=-728(LC 12) Max Grav 1=1771(LC 1). 11=1768(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 3987/2213, 2-3=-4339/2499, 3-4=-4306/2584, 4-5=-4450/2596, 5-6- 4450/2596, 6-7=-4245/2494,7-8=-247'7/1547,8-9=-2727/1603,9-10=-2481/1424, 10-11=-1713/1040 BOTCHORD 1-21= 2044/3619, 17-18=-1969/3671, 16-17=-2261/4299, 6-16=-463/336, 13-14_ 114/359. 12-13=-1257/2242 WEBS 2-21=-665/504, 18-21=-1955/3521,2-18=-114/491, 4-17=-503/1070,5-17=-436/425, 6-17=-87/256,13-16= 1703/3036,7-16=-634/1309,7-13=-1513/906,8-13=-3991782, 9-13=-74/397,4-18=-560/972,9-12=-564/419,10-12=-126912256 Structural wood sheathing directly applied, except end verticals, and 2-M oc pudins (2-2-0 max.): 4-8. Rigid ceiling directly applied or 4-5-10 oc bracing. Except: 10-M oc bracing: 18-20, 14-16 1 Row at midpt 13-16. 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=15ft; B=45ft; L--"ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-0-0 to 4-5-0, Interior(1) 4-5-0 to 12-10-8. Extedor(2) 12-10-8 to 19-1-7, Interior(1) 19-1-7 to 34-6-5, Extenor(2) 34-6-5 to 40-9-4, Interior(1) 40-9-4 to 44-0-4 zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. / 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) ' This Miss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 724 lb uplift at joint 1 and 728 lb uplift at joint 11. 8) Graphical pur in representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. i Z No 68182 -a: S OF 44/Z T T �'.4 RHO, A, Joatfuln Velez PE No.68182 FNTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FLM610 Date: March 16,2020 O WARNING-Vedrydes/gnprsnufersend READ NOTES ON THISAND INCLUDED MITEKREFE11ANCEPAGEMR7473 rev. nugav2Or56EPOREUSE Design valkl for use only with Mmek®connectors. Mils design Is based only upon parameters shown, and Is for an Individual bu9dhg component, not ��- a toss system. Before use. the balding designer must verify the applicability of design parameters and property Incorporate his design Into he overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. AddiSonol temporary and permanent bracing MOW Is always required for stability and to prevent collapse wnh canals personal Injury and property damage. For general guidance regarding the 6904 Parka East Blvd. fobAcolan storage, delivery. erection and bracing of fusses and taxis systems, seeANSUfPII Qualtly Cmertb, DSB-69 and SCSI Ik lding Component Tampa, FL M610 Safety Wormalbrgvolode from Truss Plate Institute. 218 N. Lee Vast. Suite 312, Alexandrlo. VA 22314. Job Truss Ory Ply Bell �Tmss`rype x ,1 T19696352 508977 A5 Hip 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Mar 10 2020 M7ek Industries, Inc. Mon Mar 16 09:51:50 2020 5.6 = 3x4 = 5.6 = 3x4 = 5x6 = Scale = 1:75.0 14 13 12 11 10 9 3x6 = 2x4 II axe = 3x4 = 5Y6 = 6x0 = 4.6 II 7-0-0 70-10.8 19.5.2 27-11-11 38fi-5 44-2-0 1 7-0.0 1 3-10-8 1 &6.10 I 8-6-10 f &E70 I 7-7-11 _ Plate Offsets ()%Y)-- [1:0-4-2,0-1-81, [3:0-3-0,0-2-41,15:0-3-0,0-3-01, [7:0-3-0,0-2-41. [8:0-2-12,0-2-01, [9:Edge,0-3-81. f11:0-3-0,Edgel, [13:04-0,0.3-41 LOADING (psf) SPACING- 2-" CSI. DEFL in (toe) Ildeft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.98 Vert(LL) -0.35 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.7511-12 >704 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(CT) 0.18 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.48 11-12 >999 240 Weight: 232 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 7-8: 2x6 SP No.2 BOTCHORD 2x4 SP SS BOTCHORD WEBS 2x4 SP No.2 WEBS REACTIONS. (size) 1=Mechanical, 9=0-4-0 Max Horz 1=-150(LC 10) Max Uplift 1= 730(LC 12), 9= 732(LC 12) Max Grav 1=1761(LC 1).9=1761(LC 1) FORCES. (Ile) - Max CompJMax. Ten. -All fames 250 (lb) or less except when shown. TOP CHORD 1-2=-3955/2266, 2-3=-3492/2056, 3-4=-3205/1960, 4-5=4186/2436, 5-6=-3930/2307, 6-7= 2501/1539,7-8=-2771/1564,8-9- 1686/1068 BOTCHORD 1-14=-2084/3587, 13-14=-2084/3587, 12-13= 2220/4081, 11-12=-2300/4232, 10-11=-2023/3700 WEBS 2-13=-582/451,3-13=-537/1069,4-13=-1176/657,4-12=0/343,5-11=-476/329, 6-11=-157/567,6-10=-1550/881,7-10=-2151721, 8-10=-1189/2307 Structural wood sheathing directly applied, except end verticals, and 2-04) oc pudins (2-2-0 max): 3-7. Rigid ceiling directly applied or 4-5-2 cc bracing. 1 Row at midpt 4-13, 6-10, 8-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=44ft; eave=5ft; Cat 11: Exto C: Encl., GCpl=0.18: MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-5-0, Intedor(1) 4-5-0 to 10-10-8, Exterior(2) 1G-10-8 to 1737, Interior(1) 17-3-7 to 36-6-5, Extedor(2) 36-6-5 to 42-9-4, Interior(7) 42-9-4 to 44-0-4 zone; cantilever left and right exposed ;G-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 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 by2-0-0wide will 6t between the bottom chord and any other members. 6) Refer to girders) for truss to truss Connections. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 730 lb uplift at joint 1 and 7321b uplift at joint 9. 8) Graphical pudin representation does not depict the size or the orientation of the,pudin along the top and/or bottom chord. %♦♦�♦��PaC E N No 68182 9% S OF :4UZ ♦ Joaquin Velez PE No.68182 MlrekUSA. Inc. FL Cert 6634 Fi904 Pade East Blvd. Tampa FL33610 Date: March 16,2020 QwAANPIG- Verlydes/gnparamefersand AEADNOTE5 ON 7N/6ANDMCLUDEDMREKAEFEflANCEPAGEMIF74 .J .1d 0159EFONEUSE Design volitl for use only with MOek® connectors. This design is based only upon parameters shown, and Is for an Individual building component. not a tnss system. Before use, the building designer must verify the oppllcablllty, of design parameters and properly Incorporate this design Into the overall building design. arming Indicated is to prevent buckling of IndMtlual truss web antl/or chord members only. Additional temporary and permonont bracing MiTeK Is always reauhed for stability and to prevent collapse with console personal Injury and property damage. For general guidance regarding the fabrication Qualitystorage, delivery, section and bracing of trusses and truss systems seeANSVrP11Quality CSMbmi , 05549 d 6Ca1 Eulding Component 6904 Pa,ke East BWtl. Sabl7 Nfermetlo vorcble from Truss Plate Institute, 216 N. Leis Street Sulte 312. AlexandAm VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply Bell 4 r T79696353 5089T7 A6 Half Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL-32905. 8.330 a Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:51:51 2020 Sx6 = 5.00 12 3x4 = Scale-1:75.1 30 = 5x6 = 3x4 = 4x6 = 2x4 11 15 14 13 12 11 10 3x8 = 3,,8 6x12 W20HS= 3x4 = 6x12 MT20HS= 4x6 = 616 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 CSI. TC 0.98 BC 0.96 WB 0.73 Matriz-MS DEFL in (loc) Vdefl Ud Vert(LL) -0.45 13-14 >999 360 Vert(CT) -0.9213-14 >573 240 Horz(CT) 0.23 10 Na Na Wind(LL) 0.6213-14 >857 240 PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 221 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc pudins, 3.6: 2x4 SP SS except end verticals, and 2-0-0 oc pudins (2-2-0 max.): 3-9. BOT CHORD 2x4 SP SS *Except* BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 10-12: 2z4 SP No.2 WEBS 1 Row at midpt 8-10 WEBS 2x4 SP No.2 REACTIONS. (size) 1=Mechanical, 10=0d-0 Max Ho¢ 1=199(LC 12) Max Uplift 1= 723(LC 12), 10=-740(LC 12) Max Grav 1=1761(LC 1). 10=1761(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3965/2245, 23=-3713/2078, 3-0=-3327/1919, 4-5— 4742/2601, 5-6=-5147/2758, 6-7=-4492/2378,7-6=-2796/1459 BOT CHORD 1-15=-2246/3622, 14-15=-2423/4214, 13-14= 2860/5148, 12-13=-2736/5013, 11-12=-2097/3846, 10-11=-910/1602 WEBS 2-15=369/398, 3-15=-6ge/1304, 4-15=-12721772, 4-14=-2661773, 5-14=-594/383, 6-13=-35/267, 6-12=-762/532,7-12=-419/946, 7-11— 1539/943, 8-11=315/1748, 8-10=-2277/1306 NOTES- ,,`au1NIIu��' , C� 1) Wind: ASCE 7-10; Vult=160mph (3-second Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=44ft; eave=5ft; Cat. �� QP •.... . , E /V S'•, 'ice gust) Exterior(2) `�� ,• kC V F ••, II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extefior(2) 0-M to 4-5-0, Interior(1) 4-5-0 to 8-10-8, 8-10-8 to 15-1-7. Interior(1) 15-1-7 to 44-04 zone: cantilever left and fight exposed ;C-C for members and tomes & MWFRS for reactions No 66182 shown; Lumber DOL=1.60 plate grip DOL=1.60 * : •: 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. "O 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 S4 S O F 4u will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. Q 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7231b uplift at joint 1 and 740 lb uplift at �T•'•'C4 Q �� i�Fs R joint 10. t9/••••A`,�4`��� ``\ 8) Graphical purtin representation does not depict the size or the orientation of the purlin along the top and/orbottom chord. /��11 Al " Joaquin Velez PE No.68182 Mr1ek USA Inc. FL Cer16634 6904 Parke East Blvd. Tampa R.33610 Date: March 16,2020 Q WARNING-VerifydesdgnperemeWMMdRFAONOTES ON TNISANOMCLUOEOMmEKREFERANCEPAGEMR74Mmv. 1eTa20151? FORE USE Design valid for use only wim MReka connectors. This design 6 based only upon parameters shown and Is for an individual building component, not a huss system. Before use. me bulling designer must verity the appllcoblllry of design parameters and property Incoryorate ihb design Into the overall buSdmg design. Bracing indicated isto buckling Individual hussweb and/or chord members only. Addillonal temporary and permanent bracing MOW prevent of Is always requved far stability and to prevent collapse with possible personal Injury and property, damage. For general guidance regarding the fabrication. stooge. delivery, erection and bracing of misses and truss systems weANSVIPil Go" Canaria. DSB49 and SCSI Belding Component 69M Parka East Bind. Safety hdarmanarxrvaloble from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexondrlo. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply Bell t T19696354 508977 A7 Half Hip Girder 1 2 Job Reference (optional) IIDDMIs LWnaer tympany, ram may, rL- J4su0, ........ ,V cucV M„ tlM1 ,11Y,D,11tlJ, un.. ,v,V„rv,W ,V .- 5.00 12 NAILED 6xa = 2x4 Scale -1:76.7 NAILEDNAILED NAILEDNAILED NAILEDNAILED NAILEDNAILED NAILED NAILED NAILEDNAILED 46= NAILEDNAILED 7x8 NAILED 4x4= NAILEDNAILED 7x8 = NAILEDNAILED4x6= NAILEDNAILED 5x6 16 39 40 15 41 42 43 4414 45 46 47 13 48 49 50 12 51 52 53 11 54 55 56 10 57 589 6x6= NAILED4xB= NAILED 6x12 MT20HS=NAILEDNAILED 30= NAILEDNAILED 6x12 MT20H5= NAILED 3x6= NAILED 5aB= 3xe 11 NAILED NAILED NAILEDNAILED NAILED NAILED NAILED NAILED NAILED NAILEDNAILED NAILEDNAILEDNAILED 1-2.8 4.Z3 11-10.8 18-11-13 26-1-3 33-2-8 40.&13 44-2-0 �.a.1t 1 zt-c 1 >.1.c 1-t-5 I ]-1-5 1 3-10-3 1 Plate Offsets MY)- 12:0-4-00-2-21 [4:0-4-0 04-8) [6:0-4-0 0-4-8] fl O:0-4-0 0-34l, t12:0-6-O Edael [14:0-5-8 0-3-0) LOADING (pso SPACING- 2-0-0 Cat. DEFL in (loc) VdeB Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Ven(LL) -0.66 12-13 >801 360 MT20 2441190 TCDL .10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -1.3512-13 >391 240 MT20HS 187/143 BCLL 0.0 Rep Stress lncr NO WB 0.62 Horz(CT) 0.27 9 Na Na BCOL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.87 12-13 >606 240 Weight: 512 lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-2: 2x4 SP No.2 BOT CHORD 2x4 SP SS -Except- BOT CHORD 9-10: 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (size) 9=04-0, 16=Mechanical Max Horz 16=20(LC 8) Max Uplift 9=-1529(LC 8), 16=-1509(LC 8) Max Gray 9=3806(LC 1), 16=3762(LC 1) FORCES. (lb) - Max. ComplMax Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5348/2056, 3-4---11395/4480, 4-5=-14239/5623, 5-6=-14037/5540, 6-7=-10812/4243, 7-8=-4408/1662,5-9=3716/1548 BOT CHORD 15-16=-617/1399, 14-15=-3733/8969, 13-14=-5463/13334, 12-13=5009/14673, 11-12=5296/12929, 10-11=-3420/8190 WEBS 2-16=-3945/1712,2-15=-1851/5089,3-15=4633/2148,3-14=-955/3099,4-14=-2476/1255, 4-13=-210/1158,5-13=-554/500,5-12- 812/599,6-12=-311/1414,6-11=-2709/1348, 7-11- 1052/3350,7-10=4834/2247,8-10=-2033/5452 Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals, and 2-0-0 oc pudins (3-5-6 max): 2-8. Rigid ceiling directly applied ors-11-2 oc bracing. NOTES- 1) 2-ply truss to be connected together with IOd (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 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 ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced mot live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45h; L=44ft; eave=51t; Cat. II; 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 pending. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 pst bottom chord live load nonconcument with any other live loads. 8) ' 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. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1529 Ib uplift at joint 9 and 1509 He uplift at joint 16. 11) Graphical Pullin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 12) 'NAILED' indicates 3-1 Did (0.148'x3') or3-12d (0.148'x3.25°)toe-nails per NOS guidlines. PQUIN,VFW �4 GEN&'.� .� No 68182 -13 9 S O F 4U RIO S10NA� E% %% 1111111 Joaquin Velez PE No.68182 MTek USA. Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL33610 Date: March 16,2020 3ontinued on cage 2 Q WARNING-Ve", desfgn crmmefemwdREAO NOTES ON 7NISAND INCLUDED MNEKFEFENANCEPAGER67417rev. 10113Apf6HEFOFE USE Design world for use oNywah MTek®connectors. This design Is based any upon parameters shown. and Is far an Individual building component not �'- a hum system. Before use. the build'utg deagner mudverify the appicobillN of design parameters anal properly Incorporate tha design into me overall design&acing Indicated Is to buckling incMdual hum web and/or choral members only. Additional temporary and permanent bracing MiTek' bWOing prevent of Is always required for stabaily and to prevent collapse with posable personal Injury and property damage. For general guidance regarding ire tobrlcccom Storage, delNery, erection and bracing of trumes and rum Systems, SeeANSVTPI1 Quality Cdbda. OSa49 and SC31 Building Component 6904 Parke East Blvd. Safety n/prmalbmtvaJabie from Truss Plate Institute, 218 N. Lee Sheet. Suite 312, Alexondrlm VA 22314. Tampa, FL M810 Job Truss Taos Type Oty Ply Bell 1 T19696354 508977 A7 Half Hip Girder 1 2 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:00 2020 Page 2 ID:onAgeyv7lePEDBgl xPexBmzEdXl-rPZ5OaMpNOYgdjNrgybhgnVDl ydxVUECFtCY=Ohj LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-2=60, 2-8=-60, 9-16=-20 Concentrated Loads (lb) Vert: 2=-117(F) 4=-117(F) 13=-67(F) 11— 67(F) 17=-117(F) 18=-117(F) 19=-117(F) 20=-117(F) 21— 117(F) 22=117(F) 24=-117(F) 25=-117(F) 26=-117(F) 27— 117(F) 28=-117(F) 29=-117(F) 30=-117(F) 32— 117(F) 33=-117(F) 34=-117(F) 35=-117(F) 36— 117(F) 37=-117(F) 38=-125(F) 39=-67(F) 40=-67(F) 41=-67(F) 42=67(F) 43=-67(F) 44_ 67(F) 45=-67(F) 46=E7(F) 47=-67(F) 48=-67(F) 49=-67(F) 50=-67(F) 51=-67(F) 52=67(F) 53=E7(F) 54=-67(F) 55=-67(F) 56=-67(F) 57=67(F) 58=69(F) Q WAFINWG-Vedlyders9. re hnsend BEAONOTES ON THSANO/NCLUOEOMRKNEFENANCEPAGEMA74"mre. 10N.'Y1015BEFONE USE Design valld for use only with Mrek0cormactms. Mls design Is based only upon parameters shown. and Is for an Individual bustling component, not a truss system. Before use, the binding designer must venty the applicabOlty of design parameters and properly incoryorate this design Into the overall bWdtrig design. Bracmg Indicated is to prevent buckling of individual huss web and/or chord members only. Additional temporary and permanent bracing MiTek' B always required for stability and to prevent collapse with cos4ble personal Injury and property damage. For general guidance regmdhg the fobGcallon, storage. delivery. erection and bracing of trusses and truss systems seeANSVTPiI QuaNy Criteria, D5549 and BMI 5ulding Component 69M Parke East Blvd. Softly bdoenatbrtovoloble from Truss Plate Instilute. 218 N. Lee Shoot Suite 312, Alexcndfla. VA 22314, Tampa, FL M610 Job Truss Truss Type Ply BellT19696355 508977 B1 HIP ry 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905. 8.330 s Mar 10 2020 MiTek Inc. Mon Mar 16 09:52:01 2020 20 19 " 5,,6 = 34 54 =3x4 II 10,04 M1F20HS = 5.00 12 axis 7 26 8 3x4 = 5x6 = 31 = axis = 635 <-0a 5-11-13 11 11aa 17da 2tr1ae 2665 31da 39E0 4ea i-11.13 4&11 6a0 31aa i7-1Ft-11 Ida a3e Scale=1:73.3 NOP2x STP = 4x6 II Plate Offsets KY)-- I2:0-3-0 0-1-81 [7:0-5-12 0-2-8] [8:0-3-0 0-2-0] 114:0-3-0,0-3-01. T17:0-8-8 Edge] (20:0-3-8,0-2-8] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.26 16-17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.54 16-17 >857 240 MT20HS 187/143 BCLL 0.0 ' Rep Strauss [nor YES WB 0.98 Horz(CT) -0.24 11 n1a Na BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.6416-17 >716 240 Weight: 245 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 1-5: 2x4 SP SS BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 14-17: 2x4 SP SS WEBS 2x4 SP No.2 *Except* WEBS 10-11: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Hai 2=327(LC 12) Max Uplift 2=-1469(LC 12). 11=-1388(LC 12) Max Grav 2=1630(LC 1), 11=1537(LC 1) FORCES. (lb) - Max. Comps./Max. Ten. -.All fames 250 (Ib) or less except when shown. TOP CHORD 2-3=-3501/4454, 3-4=-5648r7459, 4-5=-3721/4917, 5-6=-2680/3622, 6-7= 2119/3006, 7-8=-1657/2459,8-9=-1858/2606,9-10=-1789/2376, 10-11=-1470/1932 BOT CHORD 2-20=-4444/3191, 19-20=-493/316, 4-17=1627/1145, 16-17=-7169/5343, 15-16=-4549/3388,14-15=-3228/2406,13-14=-2512/1908,12-13=-2093/1583 WEBS 3-20=-1695/2251,3-17=-2862J2116,7-14=-1367/881,7-13=-529/632,8-13=-728/419, 9-12=-496/499,10-12= 2167/1638,5-16=-1002/639,6-15=-1048/695,17-20=-4559/3317, 4-16=-201512700, 5-15=-1154/1553, 61 Structural wood sheathing directly applied or 2-8-6 oc pudins, except end verticals, and 2-" oc pudins (3-8-9 max.): 7-8. Rigid ceiling directly applied or2-2-12 arc bracing. Except: 10-" oc bracing: 17-19 1 Row at midpt 7-14. 7-13,10-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124ni TCDL=4.2psf; BCDL=6.Ops1; h=15N; B=45ft; L=39ft; eave=511; CaL It: E7to C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 2-5-12, Interior(1) 2-5-12 to 20-10-8, Exterior(2) 20-10-8 to 31-11-15. Intedor(1) 31-11-15 to 38-5-4 zone; cantilever left and right exposed ; porch left exposed;C-C for members and fames 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 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, with BCD L= 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1469 It, uplift at joint 2 and 1388 Ib uplift at joint 11. 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. U N /VFW���,� •''CENS No 68182 ST OF ' 4/Z 1 0 , ` % Joaquin Velez PE No.68182 MiTek USA. Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R.33610 Date: March 16,2020 Q WARNING- Vedfydeslgnpzremelenand REAONOTESON TNASANDINCLUDED MNEKREFERANCEPAGEMD74TJ rev. fORti2a15BEfORE USE Design vafid for use onlywith Mneldit connectors, This cles[gn Is based only upon parameters shown and h for on IndWual butding component not �� o Irus system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall bu00ing tle9gn. 11hri Indicoad Is to prevent buckling of Indlvlduol truss web and/or chord members only. Atltlleonal temporary and permanent bracing MiTek' Is acrysrequired for stability and to prevent collapse with possible personal Injury and property damage, For genercl guidance regarding me fabrication storage, delivery. erection and bracing of trusses and buss syStems, seeANSVIPII Quality dMM, D8549 and U31 Building Component 6904 Parka East Blvd. Safety InfamlaNarvavcrobleiram Truss Rate InstBute, 218 N. Lee Street, Suite 312, Alexandria, VA 223M. Tampa, FL 33610 Job Truss Type Oty Ply Bell x ,1 T79696356 5DB977 �Truss B2 HIP 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL- 32905, 8.330 s Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:15 2020 Page 1 ID:onAgeyv7jePED8glxPexBm EEW-ulmNz9mH v07xMFDTk6ogv?C412yELR34?VabmOhU 8I 12.0100 ---6-.7-0 80r1t4M 6-.865.375fi0 24-81 ill 15 31 I 3&.0 Scale =103.9 Sxe = 5x6 7 23 8 18 17 3%4 = Sxfi =3x4 = 4x4 = NOP2x STP = 3x6 = 2x4 11 3.6 11 6x6 = M25-00 68.6 75-0-0 22-10-8 24-6-5 37-8-0 36.8-0 . 1-&81 8.3-10 7.lo8 1.7.13 T4:7 7 -0 Plate Offsets O(N)-- [4:0-3-0,Edge], [7:0-3-0,0-24],18:0-3-0,0-2-41. [14:0-3-0,0-3-01, r16:0-3-4,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (Joe) VdeB L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Ved(LL) -0.36 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Ved(CT) -0.72 14-15 >642 240 BCLL 0.0 ' Rep Stress Incr NO WE 0.80 Hon(CT) 0.18 11 Na Na BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.42 14-15 >999 240 Weight: 233 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD BOT CHORD 2x4 SP No.2'Except- 14-16: 2x4 SP SS BOT CHORD WEBS 2x4 SP No.2 *Except* WEBS 10-11: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Mau Hoe 2=303(LC 11) Max Uplift 2=-710(LC 12), 11=-641(LC 12) Max Gmv 2=1666(LC 17), 11=1541(LC 1) FORCES. (lb) - Max ComplMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3567/2230, 34=-5273/3097, 4-5=-5418/3226, 5-6=-3066/1728, 6-7=-1864/1208, 7-8=-1648/1161,8-9=-1869/1153,9-10=-1798/999, 10-11=-1470/879 BOT CHORD 2-18=-2151/3451, 17-18=-191/272, 15-16=-1813/3462, 14-15=-1229/2507, 13-14=-78611705,12-13=-84711596 WEBS 3-18=-2028/1054, 3-16=-892/1923, 5-16=-1382/2085, 5-15_ 899/671, 6-15=4701099, 6-14=-1239/697, 7-14— 394/666, 8-13=-165/355, 9-13— 1981270, 9-12=-5151442. 10-12=-886/1656, 16-1B=-2330/3780 Structural wood sheathing directly applied or 1-9-11 oc pudins, except end verticals, and 2-M oc pudins (4-2-2 max.): 7-8. Rigid ceiling directly applied or 3-9-12 oc bracing. 1 Row at midpt 5-16, 6-14,.9-13 NOTES- 1) Unbalanced mot 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=15ft; B=45ft; L=3911; eave=5f; Cat. II; Exp C; Encl.. GCpi=0.18: MW FRS (directional): cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) C-C wind load user defined. 4) Provide adequate drainage to prevent water pending. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 8) Provide mechanical connection (by others) of toss to bearing plate capable of withstanding 710 lb uplift at joint 2 and 641 lb uplift at joint 11. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10. 11. 12, 13, 14. 15, 16, 17. 18. 19. 20, 21, 22, 23, 24 hasfhave been modified. Building designer must review loads to verity that they are correct for the intended use of this truss. 10) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28 lb down at 6-6-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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 Except: Continued on Dane 2 PQuini � VF��,,�� `J ENSF;2 N0 68182 -0: A (L Joaquin Velez PE No.68182 MITek USA, Inc, FL Dad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 16,2020 Q wmNMG-yedrx design jcammetesand READ NOTES ON TH/SAND INCLUDED 11IMEKREFERANCEPAGE1 74" my. IGTYL015BEFOREUSE Design void for use orgy with M OO connectors. Ws design 6 based only upon parameters shown, and Is for an hdNldual budding component, not �'- a Luss system. Before use, the building designer must verify fine cppllcablilly of design parameters and properly Incorporate tin¢ design into me overall building design. Brochg indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek* Is always requlutc! for stability and to prevent collapse with possible personal lNury and property damage. For general guidance regarding Me storage. depmry, erection and bracing of trusses and truss systems, seeANSVrPII QualityCNeM, DSB a9 and BCL Mcgrig Component 6904 Parke East Blvd.fobdcation, Safety tnformafbnavolable hem Truss Rote Institute. 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tam a, FL 336ID P Job Thus aY Ply Bell � T79696356 501 132 �TnsssType HIP 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:15 2020 Page 2 ID:onAgeyv7jePED8glxPexBmzEd%I-ulanASmH_v07xMFDTk6ogv?C412yELR347VabnOhU LOAD CASE(S) Standard Except: 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-7=-60, 7-8=-60, 8-10=-60, 17-19=-20, 11-16=-20 Concentrated Loads (Ib) Vert: 17=-28(F) 2) Dead +0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-7=-50, 7-8=-50, B-1 D=-50, 17-19=-20, 16-26=-20, 26-27=-50, 27-28=-20, 12-28=-50, 11-12=-20 Concentrated Loads (lb) Vert: 17=28(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-7=-20, 7-8=-20, 8-10=-20, 17-19=-40, 11-16=-40 Concentrated Loads (Its) Vert 17= 28(F) 4) Dead +0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vem 1-2=116, 2-22=70, 7-22=47, 7-8=64, 8-24=70, 10-24=47, 17-19=54(F=66), 11-16=-12 Hom 1-2=-125, 2-22=-78, 7-22=-56, 8-24=78, 10-24-56 Concentrated Loads (lb) Vert: 17=-28(F) 5) Dead +0.6 C-C Wind (Pos. Intemal) Casa 2: Lumber Increase=1,60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=37, 2-6=47, 6-7=70, 7-8=64, 8-25-47, 10-25=70, 17-19=-12, 11-16=12 Holz 1-2=-45, 2-6=-56, 6-7=-78, 8-25=56, 10-25=78 Concentrated Loads (Ib) Vert 17=-28(F) 6) Dead +0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert 1-2=-3, 2-7=-47, 7-8=42, 8-10=-47, 17-19=-20, 11-16=-20 Hom 1-2_ 17, 2-7=27, 8-10=-27 Concentrated Loads (lb) Vert: 17= 28(F) 7) Dead +0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert 1-2=-37, 2-7=47, 7-8=-42, 8-10=47, 17-19=-20, 11-16=-20 Hom 1-2=17, 2-7=27, 8-10=-27 Concentrated Loads (lb) Vert: 17=-28(F) B) Dead +0.6 MWFRS Wind (Pas. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=45, 2-7=16, 7-8=26, 8-10=31, 17-19= 12, 11-16=-12 Horn: 1-2=-53, 2-7=-25, 8-10=39 Concentrated Loads (lb) Vert: 17=-28(F) 9) Dead +0.6 MWFRS Wind (Pas. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=21, 2-7=31, 7-23=26, 8-23=45, 8-10=16, 17-19=-12, 11-16=-12 Horz: 1-2=-29, 2-7=-39, 8-10=25 Concentrated Loads (lb) Vert: 17=-28(F) 10) Dead+0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=-28, 2-7=-38, 7-8=-22, 8-10=-1, 17-19=-20, 11-16=-20 Hom 12=8, 2-7=18, 8-10=19 Concentrated Loads (lb) Vert: 17=-28(F) 11) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=9, 2-7=-1, 7-8=-22, 8-10=-38, 17-19= 20, 11-16- 20 Hom 1-2=-29, 2-7=-19, 8-10=-18 Concentrated Loads (Its) Vert: 17=-28(F) 12) Dead +0.6 MWFRS Wind (Pos. Internal) tat Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads(pIQ Vert: 1-2=74, 2-7=45, 7-8=45, 8-10=45, 17-19_ 12, 11-16=12 Hom 1-2=82, 2-7=-54, 8-10--54 Concentrated Loads (lb) Vert: 17=-28(F) 13) Dead+0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert:1-2=45,2-7=16,7-8=16,8-10=16,17-19=-12,11-16=-12 Hom: 1-2=-53, 2-7=-25, 8-10=25 Concentrated Loads (lb) Vert: 17=-28(F) �ontmued an ,&WArNWG-Verflyde4lgn peremeten endpEAONOTES ON TNISAND INCLUDEDM? KNEFErANCEVAGEW74Mmre 101012015HEFONE USE Design valid far use only wim MReM connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a huss system. Before use, Me building designer must verity Me appilcabllity, of design parameters and propedy Incomoroie this design Into Me overall budding design. Bracing Indicated is to prevent budding of lndMdual truss web and/or chard members only. Additional temporary antl permanent bracing MiTek' Is always required fir stability and to prevent collapse wRh poi personal Injury and properly damage. For general guidance regarding Me fabrication. storage, delNery, erection and bracing of husses and truss systems, seeANSViP11 OualBv CknN, OSB49 and SCSI Balding Component Safety Informa6emvalable from Truss Rate Institute. 218 N. Lee Sheet, SWte 312, Alexandria, VA 22314. 69M Palle East Blvd. Tamps, FL 33610 Job Tnas Oly Ply Bell r T79696356 508977 �TrussType B2 HIP 1 1 Job Reference o flonal Tibbetts Lumber Company, Palm Bay, FL- 32905, 8.330 s Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:15 2020 Page 3 ID:onAgeyv7jePEDBgl xPexBmTEdYJ-ulanAx9mH_v07xMFDTk6orp/1C412yELR344VabwOhU LOAD CASE(S) Standard 14) Dead +0.6 MWFRS Wind (Neg. Internal) tat Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=-11, 2-7=-22, 7-8=-22, B-10=-22, 17-19=20, 11-16= 20 Hom 1-2=-9, 2-7=2, 8-10=-2 Concentrated Loads (lb) Vert 17=-28(F) 15) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert 1-2=-11.2-7=-22,7-8=-22, 8-10=-22, 17-19=-20, 11-16=-20 Hom: 1-2=-9, 2-7=2, 8-10=-2 Concentrated Loads (lb) Vert: 17=-28(F) 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Vert: 1-7= 20,7-8=-20,8-10=-20, 17-19=-20, 16-26=-20,26-27=-60, 27-28=-20, 12-28=-60, 11-12=-20 Concentrated Loads Qb) Vert 17= 28(F) 17) Dead +0.75 Roof Live (bal.)+0.75 Uninhab. Attic Storage+ 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert 1-2=-56, 2-7=64, 7-8=-51, 8-10=-36, 17-19= 20, 16-26=-20, 26-27=-50, 27-28=-20, 12-28=-50, 11-12=-20 Hom 1-2=6, 2-7=14, 8-10=14 Concentrated Loads (lb) Vert 17=-28(F) 18) Dead +0.75 Roof Live (bal.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Ing Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=-28,2-7=-36, 7-8=-51, 8-10=-64, 17-19=-20, 16-26=-20, 26-27= 50,27-28=-20, 12-28=-50, 11-12=-20 Hom 1-2=-22, 2-7- 14, 8-lD=-14 Concentrated Loads (lb) Vert: 17=-28(F) 19) Dead +0.75 Roof Live (bal.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Ing tat Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert 1-2=-43, 2-7=51, 7-8=-51, 0-10=-51, 17-19= 20, 16-26- 20, 26-27= 50, 27-28=-20, 12-28=-50, 11-12=-20 Hom 1-2=-7, 2-7=1, 8-10=-1 Concentrated. Loads (lb) Vert: 17=-28(F) 20) Dead +0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage + 0.75(0.6 MW FRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-43,2-7=-51,7-8=-51, 8-10=-51, 17-19=-20, 16-26=-20,26-27=-50, 27-28=-20, 12-28=-50, 11-12=-20 Hom 1-2= 7, 2-7=1, 8-10=-1 Concentrated Loads (Ib) Vert: 17=-28(F) 21) tat Dead +Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-7=60, 7-8=-60, 8-10=-20, 17-19=-20, 11-16=-20 Concentrated Loads (lb) Vert 17=-28(F) 22) 2nd Dead +Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-7=-20, 7-8=-60, 8-10= 60, 17-19= 20, 11-16=-20 Concentrated Loads (lb) Vert 17=-28(F) 23) 3rd Dead +0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert 1-7=50,7-8=-50,8-10=-20, 17-19=-20, 16-26=-20,26-27=-50,27-28=-20, 12-28=-50, 11-12=-20 Concentrated Loads (lb) Vert: 17=-28(F) 24) 4th Dead +0.75 Roof Live (unbalanced)+ 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-7=-20,7-8=-50,8-10=-50, 17-19=-20, 16-26=-20,26-27=-50,27-28=-20, 12-28=-50, 11-12=-20 Concentrated Loads (lb) Vert: 17- 28(F) Q WMNLNG- Vedlydeslgnparaultersand READ NOTES ON TNISAND INCLUDED MmEKREFENANCEPAGEMI474TJree. 100JOV15BEFORE USE Design valid for use only wim MRek® connectors. This design a based only upon parameters shown and 6 for on Individual Wrong component not a truss system. Before use, the building designer must verity me appllcablllry of design parameters and property Incorporate this design Into the overall bulding deign. Brocingindicoted is to prevent budding of Individual muss web and/or chard members only. Additional temporary and permanent bracing MiTek' Is always required for stablity, and to prevent collapse with possible personal Injury and proparty damage. For genord guidance regarding the fabdcariom storage, delivery. erection and bracing of musses and truss systems seeANSvir l Quo"Criteria, 05349 and SCSI Building Component Safety mformafbw nalable us from Truss Rate Institute, 218 N. Lee Sheet, Suite 312, Alexcndda, VA 22514. 69N Parka East Blvd. Tampa, FL 33610 Job Truss Truss Type Ply BellT19696357 508977 B3 HIP ri 1 Job Reference o 0onal Tbbefts Lumber Company, Palm Bay, FL- 32905, 8.330 s Mar 10 2020 MiTek Industries, Inc. Men Mar 16 09:52:17 2020 5.00 FIT 5x8 = 5,,6 = Scale=1:73.3 17 16 4.6 = 5x6 = US = 4x4 = NOP2x STP = 3x6 _ Bx6 = 2x4 11 US II 64-6 15-0-0 21-8-13 2660 I 31-Na 3-80 5.0.0 3-4.6 6-7-10 fi-8-13 3-11-3 60-0 78050 Plate Offsets (XY)-- f5:0-3-0,0-3-41. 16:0-5-12,0-2-81. 17:0-3-0,0-2-41 113:0-3-0,03-01, f15:0-11-4,Edgel LOADING (psf) SPACING- 2-M CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Verl(LL) -0.24 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.53 14-15 >867 240 BCLL 0.0 ' Rep Stress Incr NO W B 0.85 Horz(CT) 0.17 10 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.3514-15 >999 240 Weight: 240 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except' 13-15:2x4 SP SS BOT CHORD WEBS 2x4 SP No.2 *Except* WEBS 9-10: 2x6 SP No.2 REACTIONS. (size) 2=03-0, 10=0-8-0 Max Hom 2=285(LC 11) Max Uplift 2=-711(LC 12), 10=-640(LC 12) Max Grav 2=1644(LC 1), 10=1542(LC 1) FORCES. jib) - Max CompJMax. Ten. -All forces 250 (I s) or less except when shown. TOP CHORD 2-3=-3518/2479, 3-4=-4482/2916, 4-5=-3049/1840, 5-6— 2057/1345, 6-7=1647/1216, 7-8=-1858/1231,8-9=-1801/1060, 9-10=-1477/906 BOT CHORD 2-17=-2379/3296, 4-15=-617/828, 14-15=-2759/4299, 13-14=-1574/2756, 12-13=-950/1817,11-12=-900/1597 WEBS 3-17= 922/552, 3-15=-487/956, 4-14=-1629/1253, 5-14=-332/698, 5-13=-1257/800, 6-13=-436/879, 6-12=-519/273,7-12= 228/444, 8-1 1=-491/447,9-11=-939/1658, 15-17=-2291/3224 Structural wood sheathing directly applied or 2-7-11 oc puffins, except end verticals, and 2-M oc puffins (4-6 3 max.): 6-7. Rigid ceiling directly applied or 3-7-5 oc bracing. 1 Raw at midpt 4-14, 5-13, 6-12, 8-12 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=15ft; B=45ft; L=39ft; eave=5tC 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) C-C wind load user defined. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psi 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-" 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 711 Ib uplift at joint 2 and 640 Ib uplift at joint 10. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14. 15. 16, 17, 18, 19, 20, 21, 22, 23. 24 has/have been modified. Building designer must review loads to verity that they are correct for the intended use of this truss. 10) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28 lb down at 8-2-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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 Except: C No 68182 �9 S OF ' 41J 00 Al Joaquin Velez PE No.68182 Mirek USA. Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 16,2020 Q WABNWG.Veftdeslgnpemmefemand BEAONOTES ON THWANOINCLUO£OMREKNEFENANCEPAGEM 74Mmv. ma.Yfa15BEFOBE USE Design valid for use only with Mitek®connectors. Ibis design Is based only upon parameters shown and Is for an IncMdual bulling component, not a Mass system. Before use, the bulldIng designer must verity the applicability of tlesign parameters aixl property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Inc Mduai buss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is chvoys required for stability and to prevent collapse with possible personal Injury and property damage. For generol guidance regarding he fabrication. storage. delNery, erection and bracing of trusses and truss systems seeANSI/1PI1 Cua4 Criteria. DSB49 and BCSI Building Component 6904 Parka East Blvd. Safely Infomiationovaloble from Truss Plate Inallute, 218 N. We Sheet Suite 312. Alexanddo, VA 22314. Tampa, FL 33610 Job Truss Type yPly Bell T79696357 508977 B3 �Truss HIP r 1 Job Reference o 'anal Tibbetts Lumber Company, Palm Bay, FL - 32905, B.WO s Mar 10 202U MI I ex mousmes, Inc. Man mar 1 u ua:b2:1 y ZUZU rage 2 ID:oMgeyvTePED8gl xPexBmzEdXl-rg5XbfAOpb98MEWeKurnatF_MoukD076kXOUmTnOhS LOAD CASE(S) Standard Except: 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Veit: 1-6=-60, 6-7- 60, 7-9=-60, 16-18=-20, 10-15= 20 Concentrated Loads (lb) Vert: 16=-28(F) 2) Dead +0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert:1-6=-50, 6-7=-50, 7-9=-50, 16-18=-20, 10-15=-20 Concentrated Loads (lb) Vert 16=-28(F) 3) Dead+ Uninhabitable Atgc Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-6 -20, 6-7=-20, 7-9= 20, 16-18=-40, 10-15=40 Concentrated Loads (Ib) Vert: 16=-28(F) 4) Dead +0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=116. 2-21=70, 6-21=47, 6-7=64, 7-24=70, 9-24=47, 16-18=54(F=66), 10.15=-12 Hamra. 1-2=-125, 221=-78, 6-21=-56, 7-24=78, 9-24=56 Concentrated Loads (lb) Vert: 16=-28(F) 5) Dead +0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pll) Vert:1-2=37, 2-22=47, 6-22=70, 6-7=64, 7-25=47, 9-25=70,16-18=-12,1G-15=-12 Harz 1-2=-45, 2-22=56, 6-22=48, 7-25=56, 9-25=78 Concentrated Loads (lb) Vert: 16=-28(F) 6) Dead +0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pli) Vert: 1-2=-3, 2-6=-47, 6-7=-42,7-9=-47, 16-18=-20, 10-15=-20 Harz 1-2= 17, 2-6=27, 7-9=-27 Concentrated Loads (lb) Vert: 16=-28(F) 7) Dead +0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pll) Vert: 1-2=-37, 2-6=-47, 6-7=d2, 7-9=-47, 16-18=-20, 10-15=-20 Harz 1-2=17, 2-6=27, 7-9=-27 Concentrated Loads (lb) Vert: 16=-28(F) 8) Dead +0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pll) Vert: 1-2=45, 2-6=16, 6-7=26, 7-9=31, 16-18=-12, 10-15- 12 Hoe: 1-2=-53, 2-6=-25, 7-9=39 Concentrated Loads (lb) Vert: 16=-28(F) 9) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=21, 2-fi=31, 6-23=26, 7-23=45, 7-9=16, 16-18=-12, 10-15=-12 Holz: 1-2= 29, 2-6=.99, 7-9=25 Concentrated Loads (lb) Vert: 16= 28(F) 10) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 26=-38, 6-7=-22, 7-9=-1, 16-18=-20, 10-15=-20 Harz: 1-2=8, 2.6=18, 7-9=19 Concentrated Loads (Ib) Vert: 16=-28(F) 11) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=9, 2-6=-1. 6-7=-22, 7-9=-38, 16-18=-20, 10-15=-20 Hors: 1-2=-29, 2-6=-19, 7-9=-18 Concentrated Loads (Ib) Vert: 16=-28(F) 12) Dead +0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=74, 2.6=45, 6-7=45, 7-9-45, 16-18=-12, 10-15=-12 Harz: 1-2=82, 2-6=-54, 7-9=54 Concentrated Loads (lb) Vera 16=-28(F) 13) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2=45, 2-6=16, 6-7=16, 7-9=16, 16-18=-12, 10-15=-12 Harz: 1-2=-53, 2-6=-25, 7-9=25 Concentrated Loads (lb) Vera 16=-28(F) Q WARNING-Vedlydeslgn peremeMrsend6EAD NOTES ON TNISAND INCLUDED MrrEKBEFEBANCEPAGEMD-74Mnev. loWs2015BEFOBE USE Designvoid for use orrywrM Mrek®connectors. This design Is based only upon porametersshown. and a for an IndMdual building component, not a truss system. Before use, the building designer must verify the oppllcabilty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated b to buckling lndvIduol truss web Chord members any. Addifl'onal temporary and bracing MOW prevent of and/or permanent Is always rsquired 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 trussas and truss systems, %eµSVTPII Quality GIMb, DS549 and BSI Mslding Component 6904 Parke East Blvd. Sobly Wormaffroc ble from Truss Plate Institute. 218 N. lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply Bell T19696357 508977 B3 HIP 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905. 8.330 Is Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:17 2020 Page 3 ID:omAgeyv7lePEDBglxPe)S mzEmd-rgSKbfAOpb9BMLWeKumatF_MDukD076k%OUMTMOhS LOAD CASE(S) Standard 14) Dead +0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plt) Vert 1-2=-11, 2-6=-22, 6-7=-22, 7-9=-22, 16-16=-20, 10-15=-20 Horz: 1-2=-9, 2-6=2, 7-9=-2 Concentrated Loads (lb) Vert: 16=-28(F) 15) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert 1-2=-11. 2-6 -22, 6-7= 22, 7-9=-22, 16-18=-20, 10-15=-20 Holz 1-2=-9, 2.6=2, 7-9= 2 Concentrated Loads (lb) Vert 16=-28(F) 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pIQ Vert: 1-6=-20, 6-7=-20, 7-9=-20, 16-18=-20, 10-15=-20 Concentrated Loads (go) Vert: 16=-28(F) 17) Dead+0.75 Roof Live (bal.) +0.75(0.6 MW FRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plq - Vert: 1-2=-56, 2-6=-64, 6-7=51, 7-9=-36, 16-18=-20, 10-15=-20 Holz 1-2=6, 2-6=14, 7-9=14 Concentrated Loads (Ib) Vert: 16= 28(F) 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 (plf) Vert: 1-2=-28, 2-6=26, 6-7=51, 7-9=-64, 16-18=-20, 10-15= 20 Horz: 1-2=-22, 2-6=-14, 7-9=-14 Concentrated Loads (Ib) Vert: 16=-28(F) 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 (plo Vert: 1-2=-43, 2.6=-51, 6-7=-51, 7-9=-51, 16-18=-20, 10-15= 20 Horr. 1-2= 7, 2-6=1, 7-9=-1 Concentrated Loads (Ib) Vert: 16=-28(F) 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 (plo Vera 1-2=-43, 2.6=-51, 6-7- 51, 7-9=-51, 16-18=-20, 10-15=-20 Horz: 1-2=-7, 2-6=1, 7-9=-1 Concentrated Loads (Ib) Vera 16=-28(F) 21) let Dead +Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plt) Vert 1-6-60, 6-7=-60, 7-9=-20, 16-18=-20, 10-15=-20 Concentrated Loads (Ib) Vert: 16=-28(F) 22) 2nd Dead +Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-20, 6-7=-60, 7-9=-60, 16-18=-20, 10-15=-20 Concentrated Loads (lb) Vert: 16=-28(F) 23) 3rd Dead +0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-6=-50, 6-7=-50, 7-9=-20, 16-18=-20, 10-15=-20 Concentrated Loads (lb) Vert: 16=-28(F) 24) 4th Dead +0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-20, 6-7=-50, 7-9=-50, 16-18=-20, 10-15=-20 Concentrated Loads (lb) Vert: 16=-28(F) OWABMNO-VerWdesignpmmeteM=dRUDNOTES ON TN/SANDMCLUDEDMREKBEPEBANCEPAGEMx7mmv. 10034?015BEPDXEUSE Design vole far usa only with Mile& connectors. Thb design is based only upon parameters shown. and Is for on Individuof bulci g component. not a huss system. Before use, the bu3ding designer must verify the appllcabWly of design ocrometers and properly Incorporate this design Into the overall building design. Bracing indicated b to prevent buckling of Individual tmss web and/or chord members only. Additlonai temporary and permanent bracing MiTek' Is always lectured for stoblity and to prevent collapse win possible personal Injury and property damage. For general guidance recording the fobrication. storage, delivery, erection and bracing of tnsses and truss systems seeANSi/IP11 Quality QftM. DS349 and BCSI Building Component Was Parke East Blvd. Schely Wormatbrwallable from Trust Rate Institute. 218 N. We Street, Suite 312, Alexandria VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply Bell T79696358 508977 B4 HIP 1 1 Job Reference (opgonaft Tibbetts Lumbar Company, Palm Bay, FL-32905, 8.330 s Most 10 2020 MITek Industries, Inc. Mon Met 16 09:52:18 2020 54 = 3.4 Sxe = Seale-1:73.3 17 16 3xa = sxe = 4x4 = NOP2x STP = 3.6 = are = 2r4 It axe II 7b0 10.4fi 19-&13 27-&0 33-e-0 3"0' 7-0.0 H 3 V 9.46 I 7-11-3 I &0.0 I 54H1 Plate Offsets MY)-- 13:0-3-0,0-0-01,16:0-M,0-2-41, IB:0-3-0,0-2-41.113:0-4-0,0-3-01.115:0-2-4,Edge1 LOADING (psQ SPACING- 2-M CSI. DEFL. in (loc) VdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.27 14-15 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 Sc 0.56 Vert(CT) -0.65 14-15 >711 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.97 Horz(CT) 0.13 11 n/a We BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.34 17-20 >999 240 Weight: 237 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.2'Except• 2-16,13-15: 2x4 SP SS BOT CHORD WEBS 2x4 SP No.2 *Except* WEBS 10-11: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Hoe 2=254(LC 11) Max Uplift 2=-712(LC 12). 11=-639(LC 12) Max Gray 2=1690(LC 17), 11=1543(LC 1) FORCES. Ila) - Max COmpJMax Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3520/2599, 3-4=-4069/2744, 4-5=-4134/2841, 5-6=-2361/1574, 6-7=-2154/1501, 7-8=-1677/1267,8-9=-1887/1282, 9-10=-1566/980, 10-11— 1499/941 BOT CHORD 2-17=-2467/3352, 14-15=-1743/2903, 13-14=-1147/2012, 12-13=-858/1405 WEBS 3-17=-885f533,3-15=-230/537,5-15=-1109/1466, 5-14=-1029/814, 6-14=-387/665, 7-13=-679/388,8-13=-196/487, 9-13=-132/473, 9-12=-689/565, 10-12=-981/1592, 7-14=-113/443,15-17=2425/3438 - Structural wood sheathing directly applied or 2-2-8 oc puffins, except end verticals, and 2-" Do puffins (3-11-11 max): 6-8. Rigid ceiling directly applied or 3-11-8 oc bracing. 1 Raw at midpt 7-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=l60mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=6.Opsf; h=15ft; B=45ft; L=398; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional): cantilever left and right exposed ; Lumber DOL=1.60 plate gnp DOL=1.60 3) C-C wind load user defined. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This miss has been designed for a 10.0 Did 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 chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL= 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 712 Ib uplift at joint 2 and 639 lb uplift at joint 11. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 has4lave been modified. Building designer must review loads to verity that they are correct for the intended use of this truss. 10) Graphical pudin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28 Its down at 10-2-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: Led o PQUIN 11111 GEN,9*-.. � i No 68182 :9 S OF41 i,�SS'ONA' '��% Joaquin Velez PE No.68182 MITA USA, Inc. R. Gert 6634 6904 Parka East Bind. Tampa FL33610 Date: March 16,2020 Q WARNING- Willy dsslgnpersmetersandREADNOWS ON 7NISAND INCLUDED Ml7EKREFERANCEPAGEMa-74 nv. 1Q=s?0t5BEF0REUSE DesignvdU for use cNywtih Mffek®connectom this design Is based only upon poromefers shown and a far an IndMduol bulcrng component, not a truss system. Before use. Me building dedgner must verify the opplicablllty, of design parameters and properly Incorporate this design Into me overall balding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing n n Me[( Is always required for stabntiy, and to prevent collapse wilis possible personalinlury and property damage. For general guidance regord"mg the foodcatlon storage, deWery, erection and bracing of busses and buss systems. woANsimi f GuelBy criteria, DS949 cold aC51 Ifaadh0 Component aurallyWormatbnwailoble from Truss Plate Institute, 218 N. Leo Sheet Sulfa 312, Alexantltla. VA MUM 4. 69U Parke East Blvd. Temp., FL 33610 Job Tess 0ty Ply Bell , ,1 T79698358 508977 84 �TrMsType HIP 1 Job Reference (optional) Tibbs= Lumber Company, Palm Bay, FL- 32905, 8.WU s Mar 10 202U yl1 eX 1nduS1neS, Iffc. Mon Mar la OY:S1:ltl 2V2U Page 2 ID:onAgeyv7jePEDBglxPexBmzEdXIJtfvo7BeavH7 05qubHpPTXWMH9h9YLul2E9Aw OhR LOAD CASE(S) Standard Except: 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60, 6-8=60, 8-10=E0, 16-18=-20, 11-15=20 Concentrated Loads Qb) Vert: 16=-28(F) 2) Dead +0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Vert: 1-6=-50, 6-8=-50, 8-10=-50, 16-18=-20, 15-27=-20, 27-28=-50, 28-29=-20, 29-30=50, 11-30=-20 Concentrated Loads (lb) Vert: 16=-28(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-6=-20, 6-8=-20, 8-10=-20, 16-18=-40, 11-15=-40 Concentrated Loads (lb) Vert: 16=-28(F) 4) Dead +0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=116, 2-21=70, 6-21=47, 6-24=64, 8-24=53, 8-25=70, 10-25=47, 16-18=54(F=66), 11-15=-12 Hom 1-2=-125, 2-21=78, 6-21=-56, e-25=78, 10-25=56 Concentrated Loads (Ib) Vert: 16=-28(F) 5) Dead +0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=37, 2-22=47, 6-22=70, 6-23=53, 8-23=64, 8-26=47, 10-26=70, 16-18_ 12, 11-15=-12 Horz: 1-2=-45, 2-22=-56, 6-22=-78, 8-26=56, 10-26=78 Concentrated Loads (lb) Vert 16=-28(F) 6) Dead +0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2= 3, 2-6=47, 6-8=42, 8-10=47, 16-18=-20, 11-15=-20 Hom 1-2=-17, 2-6=27, 8-10=-27 Concentrated Loads (lb) Vert: 16=-28(F) 7) Dead +0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert 1-2=-37, 2-6=47, 6-8=42, 8-10=47, 16-18=-20, 11-15=-20 Hoe: 1-2=17, 2-6=27, 8-10=-27 Concentrated Loads (Ib) Vert: 16=-28(F) 8) Dead +0.6 MWFRS Wind (Pos. Internal) Left. Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert 1-2=45, 2-6=16, 6-8=26, 8-10=31, 16-18=-12, 11-15=12 Hom 1-2=-53, 2-6=-25, 8-10=39 Concentrated Loads (lb) Vert: 16=-28(F) 9) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=21, 2-6=31, 6-7=26, 7-8=45, 8-10=16, 16-18=-12, 11-15=-12 Horz: 1-2= 29, 2-6=-39, 8-10=25 Concentrated Loads (lb) Vert: 16=-28(F) 10) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=-28, 2-6=-38, 6-8=-22, 8-10=-1, 16-18=-20, 11-15=-20 Horz: 1-2=8, 2-6=18, 8-10=19 Concentrated loads (Ib) Vert: 16=-28(F) 11) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=9, 2-6 -1, 6-B=-22, 8-1D=-38, 16-18- 20, 11-15=-20 Horz: 1-2=-29, 2-6=-19, 8-10=-18 Concentrated Loads (lb) Vert 16=-28(F) 12) Dead +0.6 MWFRS Wind (Pos. Internal) tat Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=74, 2-6=45, 6-8=45, 8-10=45, 16-18=-12, 11-15=-12 Hom 1-2=-82, 2-6=-54, 8-10=54 Concentrated Loads (Ib) Vert: 16=-28(F) 13) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Veit 1-2=45, 2-6=16, 6-8=16, 8-10=16, 16-18=-12, 11-15- 12 Ham 1-2=-53, 2-6=-25, 8-10=25 Concentrated Loads (Ib) Vert: 16=-28(F) trimmed on pace 3 ,O WANN1NG-Vedrydssrgaparametersand6EAD NOTES ON WZMDINCLUD£DMN£KHEFENANCEPAGEM674Mmre 10MIQG1SBEFOaEUSE Design valid for use only witn Mrek® connectors. This design Is based only upon parameters shown and Is for an individual buldhg component, not a inns system. Before use, the buli designer must vent, me applicability of design parameters and properly incarcerate this design Into me overall bu➢ding de.4gn.&acing Indicated 8 to prevent buckling of Individual truss web choler chord members only. Additii temporary and permanent braoing MiTeK is always required for stablity and to prevent collapse with possible personal Injury antl property damage. For general guidance regarding the fabrication storage, delivery. erection and bracing of trusses and truss systems, seeANSUIPII Qua lav Criteria, DS849 and BCSI Building Component Sear Parke East Blvd. SafetyWpmlalbmvolode hem Truss Plate Institute. 218 N. Lee Street Suite 312 Alesandrio. VA 22914. Tampa, FL 33610 Job Truss Truss Type my Ply Bell f T79696358 508977 B4 HIP 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905. 8.330 s Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:16 2020 Page 3 ID:onAgeyv7jePEDSglxPexBmrEGXlJttvo?BeavH?_05qubHpPTXWMH9h9YLW2E9Awz OhR LOAD CASE(S) Standard 14) Dead +0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-11, 2-6= 22, 6-8=-22, 8-10=22, 16-18= 20, 11-15=-20 Horz: 1-2=-9, 2-6=2, 8-10- 2 Concentrated Loads file) Vert: 16=-28(F) 15) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=11. 2-6=-22, 6-8= 22, 8-1D=-22, 16-18=-20, 11-15=20 Horz: 1-2=-9, 2.6=2, 8-10=-2. Concentrated Loads (lb) Vert: 16=-28(F) 16) Dead+ Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15=-20, 6-8=-20, 8-10=-20, 16-18=-20, 15-27=-20, 27-28=-60, 28-29=-20, 29-30=-60, 11-30=-20 Concentrated Loads (Ile) Vert: 16=-28(F) 17) Dead +0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Ing Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-56, 2-6=-64, 6-8=-51, 8-10=-36, 16-18=-20, 15-27= 20,27-28=-50, 28-29=-20,29-30=-50, 1130=-20 Horz: 1-2=6, 2-6=14, 8-10=14 Concentrated Loads (lb) Vert: 16=-28(F) 18) Dead +0.75 Roof Live (bal.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Ing Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plo Vert: 1-2_ 28, 2-6=-36, 6-8=-51, 8-10=-64, 16-18=-20, 15-27=-20, 27-28=-50, 28-29=-20, 29-30- 50, 11-30=-20 Horz: 1-2=-22, 2-6=-14, 8-10=-14 Concentrated Loads (Ib) Vert: 16=-28(F) 19) Dead +0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Ing 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIg Vert: 1-2=-43, 2-6=-51, 6-8=-51, 8-10=51, 16-18_ 20, 15-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 11-30=-20 Horz: 1-2=7, 2-6=1, 8-10=-1 Concentrated Loads (Ib) Vert: 16=-28(F) 20) Dead +0.75 Roof Live (bal.)+0.76 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Ing 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-43, 2-6_ 51, 6-8- 51, 8-10=-51, 16-18=-20, 15-27=-20, 27-28=-50, 28-29=-20, 29-30- 50, 11-30= 20 Horz: 1-2= 7, 2-6=1, 8-10=-1 Concentrated Loads (lb) Vert: 16=-28(F) 21) tat Dead +Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-6=-60, 6-8=-60, 8-10=-20, 16-18= 20, 11-15= 20 Concentrated Loads (Ib) Vert: 16=-28(F) 22) 2nd Dead +Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (p]Q Vert: 1-6=-20, 6-8=-60, 8-10=-60, 16-18=-20, 11-15=-20 Concentrated Loads (Ile) Vert: 16=-28(F) 23) 3rd Dead +0.75 Roof Uve (unbalanced) +0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-50, 6-8=-50, 8-10=-20, 16-18=-20, 15-27=-20, 27-28=-50, 28-29=-20, 29-30=-50, 11-30=-20 Concentrated Loads (Ile) Vert: 16=-28(F) 24) 4th Dead +0.75 Roof Live (unbalanced) +0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-20, 6-8=-50, 8-10= 50, 16-18= 20, 15-27=-20, 27-28=-50, 28-29=-20, 29.30- 50, 11-30=-20 Concentrated Loads (Ib) Veit 16=-28(F) QWARNING-VaffydesfgnpanmetersendREADNOTES ON THIS AND INCLUDED MNEKREFERANCEPAGEMIL74TJrev. nIMA2015SEFOREUSE Design valid for use only wlm Mrek®connectors. ibis ceslgn is based only upon parametersshown. andb form Individual bullring component not a hum system. Before use, the bulltling designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buildingdesign. Bracing Indicated is to buciding of Individual Into 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, seeANSVWII Caa' CMap, V3349 and IICSI Building Component 69M Parke East Blvd. Safety Informafbnaoallabie from Truss Plate Institute. 218 N. We Sheet Suite 312, Alexantlrla VA 22 14. Tempe, FL 33610 Job Truss Truss Type city Ply Bell T7969fi359 508977 B5 ROOF SPECIAL 1 1 Job Reference (optional) wnrya ry, ram eay, r�-acaaa, o.sou s mar m euzu mr i ex measures, me. man mar i o us:oe: r s zuzu Scale=1:76.1 NOP2X STP = 5x6 = 5x6 = 2.4 II 5,,B 5.00 12 6 7 dxd i 24 B 2!pa 26 9 5 23 2x4 11 2x4 II 10 27 5x6 4 48 H 1 2 B SxB = 75 28 29 14 30 31 13 /2 18 17 3.8 = Sxe = 4xB = NOP2X STP = 3ot = 6.6 = 2x4 II are II 7-0-0 11-7-0 79-4.0 2614 Mo 38-8-0 Plate Offsets (X h— [3:0-3-00-3-01 [9:0-3-00-2-41 [14:0-4-0 0-3-01 [16:0-2-4 0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.93 Vert(LL) -0.22 15-16 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.5515-16 >839 240 BCLL 0.0 ' Rep Stress [nor NO WB 0.92 Horz(CT) 0.15 12 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matffx-MS Wind(LL) 0.3515-16 >999 240 Weight: 245 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directlyapplied or2-4-4 oc puffins, BOT CHORD 2x4 SP No.2 *Except* except end verticals, and 2-0-0 oc pudins (3-9-15 max): 7-9. 2-17:2x4 SP SS BOT CHORD Rigid ceiling directly applied or3-10-10 oc bracing. WEBS 2x4 SP No.2 *Except* 11-12:2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Holz 2=248(LC 12) Max Uplift 2=-713(LC 12), 12=-638(LC 12) Max Grew 2=1652(LC 17), 12=1544(LC 1) FORCES. (Ib) - Max CompufMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3424/2703,3-4— 3655/2595,4-5=-3670/2677, 5-6=-2359/1629, 6-7=-2313/1635, 7-8=-2112/1468,8-9=-2112/1468,9-10=157211091,10-11=-1569/946,11-12=-1513/920 BOT CHORD 2-18=-2562/3259, 15-16=-1819/2863, 14-15=-1382/2360, 13-14=-949/1620 WEBS 3-18=-568/395,3-16=-55/279, 5-15=-983/840, 6-15=-1053/1543, 7-15=-771/526, 7-14=400/278, 8-14=306/293, 9-14=-492/963, 9-13=-478/252, 10-13=-326/342, 11-13=-919/1585, 5-16=-957/1133,16-18= 2454/3217 NOTES- 1) Unbalanced live loads have been for design. \.%%IQUIN (�. I� roof considered this Wind: ASCE Vult=160mph Vasd=124mph; BCDL=6.Opst B=45ft; ,% OP- • E N ••. 1 ��� 2) 7-10; (3-second gust) TCDL=4.2pst h=15ft; L=391t; eave=5tt; Cat. ,�� ... 8 ••• 11; Erg C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 V lC 3)C-C wind load user defined. ' NO 68162 ! 4) Provide adequate drainage to prevent water ponding. * : •: �- 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. — 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide "O : C will fit between the bottom chord and any other members, with BCDL= 10.Opsf. :• F [(y Z 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 713 lb uplift at joint 2 and 638111 uplift at joint 12. -16, �� T•'.'C P.' �� �i�tCs' FI Q 9) Load easels) 1, 2, 3, 4, 5.6.7, 8, 9, 10, 11, 12, 13, 14, 15, 17, 18, 19, 20, 21, 22, 23, 24 has/have been modified. Building • ��,�� �i� S� • • • • • • • •�� designer must review loads to verify that they are correct for the intended use of this Muss. ��� 10) Graphical puffin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 11) Hangegs) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28111 down at 11 -5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Joaquin Velez PE No.68182 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). MrIek USA, Inc. FL Cert 6634 6W4 Pill Fast Blvd. Tampa R. 33610 LOAD CASE(S) Standard Except: Dale: March 16,2020 :;ontinued on nane2 O WARNING - Ved/ydesrgnpammelersand READ NOTES ON THISAND WCLUDEDIRREKAEFENANCEPAGEMU74TJrev. 1011132015 BEFORE USE Design valid for use only with MneM connectors. This design Is based only upon parameters shown, and Is for an intllvldual building component, not ��- a M=system. Before use, the bullding designer must verify the applicability of design Parameters and properly Incorporate this tlesign Into the overall building design. Bracing Indicated is to prevent buckling of lndlvldual truss web and/or chord members only. Additional temporary and permanent bracing WOW Is always required for stabNty 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, seemSVIPII Gual Criteria, D3549 and 801 Building Component 11 6904 Parke East Blvd. Safety Informationova¢oble from Truss Rate [northers. 218 N. Lee Street, Suite 312, Alexantltla. VA 22 A. Tampa, FL N610 Job Truss Truss Type Dry Ply Bell T19696359 508977 BS ROOF SPECIAL 1 1 Job Reference (optional) ribbetls Lumber Company, Palm Bay, FL- 32905. 8.330 a Mar 10 2020 MITex Industries, Inc. Mon Mar 15 09:52:19 -LU20 Page 2 ID:onAgeyv7jePEDBglxPexi3mzEd%I-n3DHOLCGLCPscVgOSJo2yg4hthOMuORljzijMUOhO LOAD CASE(S) Standard Except: 1) Dead+ Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6 -60, 6-7=-60, 7-9=-60, 9-11=-60, 17-19=-20, 12-16=-20 Concentrated Loads (Ib) Vert: 17=28(F) 2) Dead +0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-6= 50, 6-7=-50, 7-9=50, 9-1 1=-50,17-19=-20, 16-28=-20, 28-29= 50, 29-30=-20, 30-31=-50, 12-31=-20 Concentrated Loads (lb) Vert: 17=-28(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-6=-20, 6-7=-20, 7-9=-20, 9-11=-20, 17-19=-40, 12-16=-40 Concentrated Loads (lb) Vert: 17=-28(F) 4) Dead +0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert 1-2=116,2-22=70,6-22=47,6-7=70,7-9=53,9-10=70,10-11=47,17-19=54(F=66),12-16=-12 Horz: 1-2=-125, 2-22=-78, 6-22=56, 6-7=78, 9-10=78, 10-11=56 Concentrated Loads (lb) Vert: 17=-28(F) 5) Dead +0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=37, 2-23=47, 6-23=70, 6-7=47, 7-25=53, 9-25=64, 9-27=47. 11-27=70, 17-19=-12, 12-16=-12 Horz: 1-2=45, 2-23=-56, 6-23=-78, 6-7=56. 9-27=56, 11-27=78 Concentrated Loads (lb) Vert: 17=-28(F) 6) Dead +0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=-3, 2-6=-47, 6-7=47, 7-9=-42, 9-11=-47, 17-19= 20, 12-16=-20 Horz: 1-2=-17, 2-6=27, 6-7=-27, 9-11=-27 Concentrated Loads (lb) Vert: 17= 28(F) 7) Dead +0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=-37, 2-6=-47, 6-7=47, 7-9=-42, 9-11=-47, 17-19= 20, 12-16=20 Horz: 1-2=17, 2-6=27, 6-7=-27, 9-11=-27 Concentrated Loads (lb) Vert: 17=-28(F) 8) Dead +0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=45, 2-6=16, 6-7=31, 7-2fi=26, 9-26=16, 9-11=31, 17-19=-12, 12-1fi=-12 Horz: 1-2=-53, 2-6=-25, 6-7=39, 9-11=39 Concentrated Loads (Ib) Vert: 17=:28(F) 9) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=21, 2-6=31, 6-7=16, 7-24=26, 9-24=45, 9-11=16, 17-19=-12, 12-16=-12 Horz: 1-2=-29, 2-6=-39, 6-7=25, 9-11=25 Concentrated Loads (lb) Vert: 17=-28(F) 10) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2= 28, 2-6=38, 6-7=-1, 7-9=-22, 9-11=-1, 17-19= 20, 12-16=-20 Horz: 1-2=8, 2-6=18, 6-7=19, 9.11=19 Concentrated Loads (lb) Vert: 17=-28(F) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=9, 2-6=-1, 6-7=-38,7-9= 22, 9-11= 38, 17-19=-20, 12-16=-20 Horz: 1-2=-29, 2-6_ 19, 6-7- 18, 9-11=-18 Concentrated Loads (lb) Vert: 17=-28(F) 12) Dead +0.6 MWFRS Wind (Pos. Internal) tat Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=74, 2-6=45, 6-7=45, 7-9=45, 9-11=45, 17-19= 12, 12-16=-12 Horz: 1-2=-82, 2-6=-54, 6-7=54, 9-11=54 Concentrated Loads (lb) Vert: 17=-28(F) 13) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=45, 2-6=16, 6-7=16, 7-9=16, 9-11=16, 17-19= 12, 12-16=-12 Horz: 1-2=-53, 2-6=-25, 6-7=25, 9-11=25 Concentrated Loads (lb) Vert: 17=-28(F) on inue l on ends, 3 Q WARNING -Verity design paremeferaendREADNOTES ON THISAND INCLUDED MoZKREFERANCEPAGEMIF747a rev. IsIM&a15REFORE USE Design valid for use only with Mrek® connectors. Thr, design is based only upon parameters shown and is for an Individual bullding component, not a truss system. Before use, the bullchg designer must verify the applicability of design parameters and properly Incoporote this design Into the overall building design. Brocing Indicated is to prevent buckling of individual true web end/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 Sus systems, seeANSVTP11 Quality Criteria, DS549 and BCSI Bulding Component 69N Parke East Blvd. Safety Infomfufbnovollabie from Truss Plate Institute, 21 B N. Lee Street Suite 312, Alenondtlo, VA 22314. Tampa, FL 33810 Job Truss Truss Type OtY Ply Bell T19696359 508977 B5 ROOF SPECIAL 1 1 Job Reference LoptionaIll Tibbetts Lumber Company, Palm Bay, FL- 32905, 8.330 s Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:19 2020 Page 3 ID:onAgeyv7jePEDeg1 xPexBmzEdXl-n3DHOLCGLCPscYgOSJo2yg4hthOMu0R1 _IzijMmOh0 LOAD CASE(S) Standard 14) Dead +0.6 MWFRS Wind (Neg. Internal) let Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=-11, 25=-22, 6-7=-22, 7-9=-22, 9-11= 22, 17-19- 20, 12-16=-20 Horz: 1-2=-9, 2-6=2, 6-7=2, 9-11= 2 Concentrated Loads (lb) Vert: 17=-28(F) 15) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2- 11. 2-6=.22, 6-7= 22,7-9=.22, 9-11=-22, 17-19= 20, 12-16=-20 Harz: 12=-9, 2-6=2, 6-7=-2, 9-11=-2 Concentrated Loads (lb) Vert: 17=-28(F) 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-6=-20, 6-7=-20, 7-9=-20, 9-11=-20, 17-19=-20, 16-28=-20, 28-29=50, 29-30=-20, 30-31=50, 12-31=-20 Concentrated Loads (Ib) Vert: 17= 28(F) 17) Dead +0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage + 0.7510.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=-56, 2-6=-64,.6-7=-36, 7-9=-51, 9-11=36, 17-19= 20, 16-28=-20, 28-29=-50, 29-30=-20, 3031=-50, 12-31=-20 Harz: 1-2=6, 2-6=14, 6-7=14, 9-11=14 Concentrated Loads (Ib) Vert: 17=-28(F) 18) Dead +0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=-28, 2.6=-36, 6-7=-64, 7-9=-51, 9-11=54, 17-19=-20, 16-28=-20, 28-29=-50, 29-30=-20, 30-31=-50, 12-31=-20 Horz: 1-2=-22, 2-6=-14, 6-7=-14, 9-11=-14 Concentrated Loads (Ib) Vert: 17= 28(F) 19) Dead +0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2= 43, 2-6=-51, 6-7=-51,7-9=-51, 9-11=-51, 17-19=-20, 16-28=-20, 28-29=-50, 29-30=-20, 30-31=-50, 12-31=-20 Horz: 1-2=-7, 25=1, 6-7=-1, 9-11=-1 Concentrated Loads (Ib) Vert: 17=-28(F) 20) Dead+ 0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage+0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=-43, 25=-51, 6-7=-51, 7-9=-51, 9-11=51, 17-19= 20, 16-28=-20, 28-29=50, 29-30= 20, 3031=-50, 12-31=-20 Horz: 1-2=-7, 2-6=1, 6-7=-1, 9-11=-1 Concentrated Loads (Ib) Vert: 17=-28(F) 21) fall Dead +Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 15- 60, 6-7=-20, 7-9=-20, 9-11=-20, 17-19=-20, 12-16=-20 Concentrated Loads (lb) Vert: 17=28(F) 22) 2nd Dead+ Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-6=-20, 6-7=-60, 7-9=-60, 9-11=-60, 17-19=-20, 12-16=-20 Concentrated Loads (lb) Vert: 17=-28(F) 23) 3rd Dead +0.75 Roof Live (unbalanced) +0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-6=-50, 6-7=-20, 7-9=-20, 9-11=-20, 17-19=-20, 16-28=-20, 28-29=-50, 29-30=-20, 30-31=-50, 12-31=-20 Concentrated Loads (Ib) Vert: 17=-28(F) 24) 4th Dead +0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plt) Vert: 1-6=-20, 6-7=-50, 7-9=-50, 9-11=50, 17-19- 20, 16-28= 20, 28-29=50, 29-30=-20, 30-31=50, 1231=20 Concentrated Loads (lb) Vert: 17=-28(F) OWARNING-VeNfydesignW..Ie..d READNOTES ON TN/SAND/NCLUDEDMREKREFERANCEPAGEMX74MMV. 11VA&QVISBEFORE USE Design valid for use only with AlToM connectors. ihls design Is based only upon parameters shown, and Is for an IndNltlual building component not a truss system. Before use, the building designer must verity the oppllcabllity, of design parameters and property Incorporate this dedgn Into the overall bulidIng design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always requked forstablllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and huss systems, seeANSVrP11 GualNv Criteria. D3649 and BCSI Building Component 6904 Parke E.1 Blvd. Safety Infannalbravallable from Tnuss Plate Instir 218 N. We Street, Suite 312, Aantlda, lexVA 22514. Tampa, FL K810 Job Truss Truss Type Oty Ply Bell T79696360 508977 B6 ROOF SPECIAL 1 1 Jab Reference (optional) Dbbetts Lumber Company, Palm Bay, FL-32905. 8.330 s Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:20 202D Sx6 = 5.00 12 6 fIN11111111 3.6 = fish = 2.4 11 axis = 5x6 = bx8 = NOP2x STP = 3x6 II Scale=1:76.1 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017fTP12014 CSI. TC 0.96 BC 0.99 WB 0.90 Matrix -MS DEFL. in (loc) Well L/d Vert(LL) -kiXJ 14-10 >999 360 Vert(CT) -0.5714-15 >804 240 Horz(CT) 0.15 11 n/a nta Wind(L-) 0.36 14-15 >999 240 PLATES GRIP MT20 244/190 Weight: 235 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 puffins (3-5-8 max.): 7-9. 2-16:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 3-10-8 oc bracing. WEBS 2x4 SP No.2 -Except' 10-11: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Hors 2=248(LC 12) Max Uplift 2=-713(LC 12), 11=-638(LC 12) Max Gmv 2=1642(LC 1), 11=1544(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=.9419/2740, 3-4=-3622/2637, 4-5=-3614/2719, 5-6=-235B/1670, 6-7=-2337/1657, 7-8=-2553/1756,8-9=-1602/1128,9-10=-1808/1121, 10-11=-1485/966 BOT CHORD 2-17=-2579/3175, 14-15=-1840/2761, 13-14=1582/2573, 12-13=-1337/2187 WEBS 3-17=-550/392,3-15=-51/274, 5-14=-985/839, 6-14=-1032/1511,7-14— 863/566, 7-13=-394/383, 8-13=-383/652, B-12=-972/668, 9-12=-81/399, 10-12=937/163B, 5-15=-959/1126,15-17=-2469/3142 NOTES- ,�0" UjN,�/F/���� ��; �j� 1) Unbalanced roof live loads have been considered for this design. `�� QP' • , E 2) Wind: ASCE 7-10: Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsl; h=15ft; B=45ft; L=39ft; eave=5ft; Cat. ,� ,• �C Ng' V F ••, 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3)C-C wind load user defined. NO 68182 4) Provide adequate drainage to prevent water pending. 5) All plates are MT20 plates 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.Opsf on the bottom chord in all areas where a rectangle 3-e-0 tall by 2-0-0 wide -10 : X Z will fit between the bottom chord and any other members, with BCDL= 10.Opsf. si "•• F L(/ Z 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 713lb uplift at joint 2 and 638 lb uplift at 0 Q• �<(/ A Q;•• �� joint 11.T•• �i�tC • f3 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, B. 9, 10, 11. 12, 13. 14, 15, 16, 17, 18, 19, 20, 21, 22, 23,24 hasthave been modified. Building `�\ ��� ,� SSA • •N designer must review loads to verify that they are correct for the intended use of this truss. A1-E� �,` 10) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. F/11"t"1„,� 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28 lb down at 11-5-4 On bottom chord. The designtselection of such connection device(s) is the responsibility of others. Joaquin Velez PE No.68182 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Mirek USA. Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL33610 LOAD CASE(S) Standard Except: Date: March 16,2020 C O WARNING -Veritydea/9a parameters end READ NOTES ON THISAND/NCLUDED MREx NEFENANCEPAGEma,74J3rev. leagaVI5BEFOBEUSE Devgn valid for use only with MOekO connectors. ihb dosign B hosed only upon parameters shown. and Is for an Individual building component not ��- a truss system. Before use, the building designer must verify the cppllcablllfy of design parameters and properly Incorporate this design into the overall 6 buckling individual truss members only. Additional temporary and permanent bracing MiTek' building design. Bracing Indicated to prevent of web and/or chord Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guldance regarding the fabrication. storage, delivery. erection and bracing of trusses and truss systems. sew Nsurmn Quality CdMeo, DS349 and 1CSI Building Component 6904 Parke East Blvd. Snlep Inlormalbnav011aDle from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandrio, VA 22314, Tampa. FL 33610 Job Truss Truss Type Ply Bell T79fi9fi3fi0 508977 BB ROOF SPECIAL 1 ��y 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:20 2020 Page 2 ID:onAgeyv7jePEDegl xPexBmzEdXI-FFn1DhDv6WXjDiFD00JHVum55kM0SyADMjGFomOhP LOAD CASE(S) Standard Except: 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Unifonn Loads (pIQ Vert: 1-6=-60, 6-7=-60, 7-9=-60, 9-10=-60, 16-18=-20, 11-15=-20 Concentrated Loads (lb) Vert: 16=-28(F) 2) Dead +0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-6=-50, 6-7=50, 7-9- 50, 9-10=-50, 16-18- 20, 15-28=-20, 28-29=-50, 11-29=-20 Concentrated Loads (Ib) Vert: 16=-28(F) 3) Dead+ Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-6=-20, 6-7=-20, 7-9- 20, 9-10=-20, 16-16=40, 11-15=40 Concentrated Loads (Ib) Vert: 16=-28(F) 4) Dead +0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=116, 2-21=70, 6-21=47, 6-7=70, 7-9=53, 9-27=70, 10-27=47, 16-18=S4(F=66), 11-15=-12 Hoa: 1-2=-125,2-21=-78,6-21=-56,6-7=78,9-27=78, 10-27=56 Concentrated Loads (Ib) Vert: 16= 28(F) 5) Dead +0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=37, 2-22=47, 6-22=70, 6-7=47, 7-24=53, 9-24=64, 9-26=47, 10-26=70, 16-18=-12, 11-15=-12 Hoa: 1-2=-45, 2-22=-56, 6-22=-78, 6-7=56, 9-26=56, 10-26=78 Concentrated Loads (lb) Vert: 16=-28(F) 6) Dead +0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=-3, 2-6=47, 6-7=47, 7-9=42, 9-10=47, 16-18- 20, 11-15=-20 Holz: 1-2=-17, 2-6=27, 6-7=27, 9-10=-27 Concentrated Loads (lb) Vert: 16=-28(F) 7) Dead +0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2- 37, 2-6=47, 6-7=47, 7-9=42, 9-10=47, 16-18=-20, 11-15=-20 Holz: 1-2=17, 2-6=27, 6-7=-27, 9-10=27 Concentrated Loads (lb) Vert: 16=-28(F) 8) Dead +0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=45,2-6=16,6-7=31,7-25=26,9-25=16,9-10=31,16-18=-12,11-15=-12 Hom: 1-2=-53, 2-6=-25, 6-7=39, 9-10=39 Concentrated Loads (lb) Vert: 16=-28(F) 9) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=21, 2-6=31, 6-7=16, 7-23=26, 9-23=45, 9-10=16, 16-18=-12, 11-15=-12 Honn 1-2=-29, 2-6=-39, 6-7=25, 9-10=25 Concentrated Loads (lb) Vert: 16=-28(F) 10) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=-28, 2-6=-38, 6-7=-1, 7-9=-22, 9-10=-1, 16-18=-20, 11-15=-20 Holz: 1-2=8, 2-6=18, 6-7=19, 9-10=19 Concentrated Loads (Ib) Vert: 16=-28(F) 11) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pll) Vert: 1-2=9, 2-6- 1, 6-7=,38, 7-9=-22, 9-10=-38, 16-115 -20, 11-15=-20 Hoa: 1-2=-29, 2-6=-19, 6-7=-18, 9-10=-18 Concentrated Loads (lb) Vert: 16=-28(F) 12) Dead +0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=74, 2-6=45,6-7=45,7-9=45, 9-10=45, 16-18=-12, 11-15=-12 Hoa: 1-2=-82, 2-6=-54, 6-7=54, 9-10=54 Concentrated Loads (lb) Vert: 16=-28(F) 13) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pll) Vert: 1-2=45, 2-6=16, 6-7=16, 7-9=16, 9-10=16, 16-18=-12, 11-15=-12 Hoa: 1-2- 53, 2-6=-25, 6-7=25, 9-10=25 .Concentrated Loads (lb) Vert: 16=-28(F) Confinued on Gabe ,&WARNING- Veritydeslgnparameferapnd REAUNOTES ON TN/SANDINCLUDED MmEKBEFEBANCEPAGEMIP74"rev. 10,111'✓t015BEFORE USE. Design valld for use only W h M6ek0connecton. Thb design Is based only upon parameters shown, and Is for on Individual building component, not a imss system, Before use, the building designer must verify the applCobllity of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to buckMg of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' prevent is always required for stolorlry and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delNery, erection and bracing of busses and truss systems, seeANSVi9I1 QualBv CdMris, DSa49 and SCSI BWdbp Component 69N Parke East Blvd. Safety mfamm6nswollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Ply BellT79696360 �'Oty 508977 B6 ROOF SPECIAL 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:20 2020 Page 3 ID:onAgeyv7jePEDBg1xPexBmzEdXI-FFnfDhDv6WXjDiFDODJHVum55kMd5yADMjGFow0hP LOAD CASE(S) Standard 14) Dead +0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plp Vert: 1-2=-11, 2-6=22, 6-7=-22, 7-9=-22, 9-10=-22, 16-18=-20, 11-15=-20 Hoe: 1-2=9, 2-6=2, 6-7=-2, 9-10=2 Concentrated Loads (lb) Vert: 16=-28(F) 15) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plp Vert: 1-2=-11. 26= 22, 6-7=-22, 7-9=22, 9-10=-22, 16-18=-20, 11-15=-20 Hoe 1-2=9, 2-6=2, 6-7=-2, 9-10=-2 Concentrated Loads (lb) Vert: 16=-28(F) 16) Dead+ Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-20, 6-7= 20, 7-9=-20, 9-10=-20, 16-18=-20, 15-28=-20. 28-29=60, 11-29=-20 Concentrated Loads (Ib) Vert: 16=-28(F) 17) Dead +0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage + 0.7510.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2= 56,2-6=-64, 6-7=-36,7-9= 51, 9-10=-36, 16-18=-20, 15-28=-20, 28-29=-50, 11-29= 20 Horz: 1-2=6, 26=14, 6-7=14, 9-1D=14 Concentrated Loads (lb) Vert: 16=-28(F) 18) Dead +0.75 Root Live (bal.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2- 28, 26=-36, 6-7=64, 7-9=-51, 9-10=-64, 16-18=-20, 15-28=-20, 28-29=-50, 11-29=-20 Hom 1-2=-22, 26=-14, 6-7=-14, 9-10=-14 Concentrated Loads (Ib) Vert: 16=-28(F) 19) Dead +0.75 Roof Live (bal.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pip Vert: 1-2=-43, 26=-51, 6-7=-51, 7-9=-51, 9-10=-51, 16-18=-20, 15-28=-20, 28-29=-50, 11-29=-20 Horz: 1-2=-7, 2-6=1, 6-7=1, 9-10=-1 Concentrated Loads (Ib) Vert: 16=-28(F) 20) Dead +0.75 Roof Live (bal.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plp Vert: 1-2=-43, 26=-51, 6-7=-51, 7-9=-51, 9-10=-51, 16-18_ 20, 15-28=-20, 28-29=-50, 11-29=-20 Horz: 1-2=-7, 2-6=1, 6-7=-1, 9-10- 1 Concentrated Loads (Ib) Vert: 16=-28(F) 21) 1st Dead+ Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plp Vert: 1-6=-60, 6-7=-20, 7-9=-20, 9-10=-20, 16-18= 20, 11-15=-20 Concentrated Loads (Ib) Vert: 16=-28(F) 22) 2nd Dead+ Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plp Vert: 1-6=-20, 6-7=-60, 7-9=-60, 9-10= 60, 16-18=-20, 11-15=-20 Concentrated -Loads (Ib) Vert: 16= 28(F) 23) 3rd Dead +0.75 Root Live (unbalanced) +0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plp Vert: 1-6=-50, 6-7=-20,7-9=-20, 9-10=-20, 16-18=-20, 15-28=-20,28-29=-50, 11-29=-20 Concentrated Loads (Ib) Vert: 16=-28(F) 24) 4th Dead +0.75 Roof Live (unbalanced)+0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-6=-20, 6-7=-50, 7-9=-50, 9-10=-50, 16-18- 20, 15-28=-20, 28-29=-50, 11-29=-20 Concentrated Loads (Ib) Vert: 16=-28(F) Job Truss - Truss Type Oly Ply Bell •1 T79696361 508977 B7 ROOF SPECIAL 1 Job Reference a tional I IbbGM Lumber Company, Palm Bay, FL-32905. 8.330 s Mar 10 2020 MTek Industries, Inc. Mon Mar 16 09:52:21 2020 Page 1 :PED8glxPexBmzEdXl-jSL101 DXtglamgPZkrWI591JV4rMvxKROSpnFz OhO Scale =1:76.1 5.00 t2 FT E 27 17 16 axe = 6.6 = 4x8 = NOP2X STP = 3x6 = 6x6 = 2x4 11 axis II 1.700 I I 3-34 0 300 88-3 I41&950 Plate Offsets(XJr)-- 13:0-3-0,0-3-01.19:0-3-0,0-2-41[13:0-3-0,0-3-0] rlS:0-2-00-3-4] LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (Joe) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.24 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.5914-15 >786 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.92 Hoa(CT) 0.17 11 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.3714-15 >999 240 Weight: 229 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc puffins, BOT CHORD 2x4 SP No.2 *Except* except end verticals, and 2-0-0 oc puffins (3A-1 max.): 7-9. 2-16: 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 3-10-10 oc bracing. WEBS 2x4 SP No.2 *Except* 10-11: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Hoe 2=248(LC 12) Max Uplift 2=-713(LC 12), 11=-638(LC 12) Max Gmv 2=1642(LC 1), 11=1544(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3419/2727, 3-4=-3622/2620, 4-5=-3616/2705, 5-6=-2360/1656, 6-7=-2368/1620, 7-8=-2838/1862,8-9=-1420/966,9-1D=-1585/970,10-11_ 1511/961 BOT CHORD 2-17=-2564/3110, 14-15=-1819/2740, 13-14=-1744/2871, 12-13=-1373/2261 WEBS 3-17=-537/390, 5-14=-975/825, 6-14=-941/1454,7-14=-972/629,7-13=-541/488, 8-13=-525/887,8-12=-1270/837,9-12=-95/365,10-12=-892/1579, 5-15=-965/1115, 3-15=-48/277,15-17=-2455/3075 \, NOTES- 1) Unbalanced live loads have been for design. \\\\\QU I N VET#.. roof considered this 2) Wind: ASCE 7-10; Vult=160mph Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft;1=491t; Cat. \\ �Q• • ) E N,9 (3-second gust) eave=5ft; ,�\ ,• �C F•••• : II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 V 3)C-C wind load user defined. NO 68182 4) Provide adequate drainage to prevent water ponding. 5) Ali plates are MT20 plates unless otherwise indicated. = 6) This truss has been designed for a 10.0 pad 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 chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 'D will fit between the bottom chord and any other members. S OF • �(/ 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 713111 uplift at joint 2 and 638 lb uplift at joint 11. Q �0 T••.'c P: �� 9) Load 1, 2, 3, 4, 5, 6.7. 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 has/have been Building 0i�C� '• O R A V •'• case(s) modified. designer must review loads to verity that they are correct for the Intended use of this truss. �\ \\� .14S/ • • • • • • • •1111 (G� \\\ 10) Graphical puffin representation does not depict the size or the orientation of the pudin along the top and/or bottom chard. 'Fdr..,'O N Al \,\\\\ 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28 lb down at 11-5-4 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. Joaquin Velez PE No.68182 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). MITek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 LOAD CASE(S) Standard Except: Date: March 16,2020 onfinued on once 2 QWABNING- Vedlydealga paremetareaed READ NOTES ON THISANO INCLUDED MrtEKBEFEBANCEPAGEMR7473 rev. RIMYLBr5 BEFORE USE. Design valid for use only wtth Mnek® connectors. inls design Is based only upon parameters shown, and 6 for an Indiviclual building component, not a truss system. Before use, Me bulldIng 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 md[viduol Wee web and/or chord members only. Additional temporary and permanent bracing Welk' is always required for stablity, and to prevent collapse with possible personal Injury and property damage, For general guldonce regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVr91t Quality CrMerin, OSS49 and SCSI Suederp Component 69M Parke East Blvd. Safely InformaBOMvalloble from Truss Plate Institute, 218 N, Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Thus Type Oty Ply Bell , T79696361 508977 B7 ROOF SPECIAL 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL- 32905, 8.330 s Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:22 2020 Page t ID:onAgeyv7lePEDBglxPexBmzEGXI-BeuQoNE9d70RT7Pb7RMIeJiC3v045MSTggCNJhmOhN LOAD CASE(S) Standard Except: 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60, 6-7=-60, 7-9=-60, 9-10=-60, 16-18=-20, 11.15=-20 Concentrated Loads (lb) Vert: 16=-28(F) 2) Dead +0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-6=-50, 6-7=-50, 7-9= 50, 9-10_ 50, 16-18=20, 11-15=-20 Concentrated Loads (Ib) Vert: 16=-28(F) 3) Dead +Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1-6=-20, 6-7=-20, 7-9= 20, 9-10=-20, 16-18=-40, 11-15=-40 Concentrated Loads (Ib) Vert: 16=-28(F) 4) Dead +0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=116, 2-21=70, 6-21=47, 6-23=70, 7-23=47, 7-9=53, 9-27=70, 10-27=47, 16-18=54(F=66), 11-15=-12 Harz: 1-2=-125, 2-21=-78, 6-21=-56, 6-23=78, 7-23=56, 9-27=78, 10-27=56 Concentrated Loads (lb) Vert: 16=-28(F) 5) Dead +0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=37, 2-22=47, 6-22=70. 6-7=47, 7-25=53, 9-25=64, 9-26=47, 10-26=70, 16-18- 12, 11-15=-12 Harz: 1-2=-45, 2-22=-56, 6-22=-78, 6-7=56, 9-26=56, 10-26=78 Concentrated Loads (lb) Vert: 16=-28(F) 6) Dead +0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=-3, 2-6=47, 6-7=-47, 7-9=-42, 9-10=-47, 16-18=-20, 11-15=-20 Holz: 1-2=-17, 2-6=27, 6-7=27, 9-10= 27 Concentrated Loads (lb) Vert: 16=-28(F) 7) Dead +0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-47, 6-7=47, 7-9=-42, 9-10=-47, 16-18=-20, 11-15=-20 Harz: 1-2=17, 2-6=27, 6-7=-27, 9-10=-27 Concentrated Loads (lb) Vert: 16= 28(F) 8) Dead +0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads(pIQ Vert: 1-2=45, 2-6=16, 6-7=31, 7-24=26, 9-24=16, 9-10=31, 16-18=-12, 11-15=-12 Harz: 1-2=-53, 2-6=-25, 6-7=39, 9-10=39 Concentrated Loads (lb) Vert: 16=-28(F) 9) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=21,2-6=31,6-7=16,7-9=45,9-10=16,16-18=-12,11-15=-12 Harz: 1-2=-29, 2-6=-39, 6-7=25, 9-10=25 Concentrated Loads (lb) Vert: 16=-28(F) 10) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-28, 2-6=-38, 6-7=-1, 7-9=-22, 9-10=-1, 16-18=-20, 11-15=-20 Harz: 1-2=8, 2-6=18, 6-7=19, 9-10=19 Concentrated Loads (Ib) Vert: 16=-28(F) 11) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=9, 2-6=-1, 6-7=-38, 7-9=-22, 9-10=-38,.16-18=-20, 11-15=-20 Horz: 1-2=-29, 2-6=-19, 6-7=-18, 9-10- 18 Concentrated Loads (Ib) Vert: 16=-28(F) 12) Dead +0.6 MWFRS Wind (Pos. Internal) tat Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2-14, 2-6=45, 6-7=45, 1-9=45, 9-10=45, 16-18- 12, 11-15=-12 Holz: 1-2=-82, 2-6=-54, 6-7=54, 9-10=54 Concentrated Loads (Ib) Vert: 16=-28(F) 13) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=45, 2-6=16, 6-7=16, 7-9=16, 9-10=16, 16-18=-12, 11-15=-12 Harz: 1-2=-53, 2-6=-25, 6-7=25, 9-10=25 Concentrated Loads (lb) Vert: 16=-28(F) o u Q WMNING.Verllydesignparametersamd READNOTE50N MN MDrNCLUDEDM? KNEFFAANCEPAGEMI474MMV.. IG=W16aEFOREUSE Design valid for use only wlth M6ekO connectors. This design Is based only upon parameters shown, and Is for an Indvidual building component not a truss system. Before use, the bulltling designer must verify the cppllcabliity of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to buckling of Inc Mduol 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 guldcnce regarding fine fobrico6on, storage, delivery, erection and bracing of musses and trusssystems, seeANSVrPil Quo1@s, CSBUIo, DS549 and SCSI addhp Component 69M Parke East Blvd.mr Safety intoaeolavolloble from Russ Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Jab Truss Truss Type mY Ply Bell 1 T19696361 508977 B7 ROOF SPECIAL 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL- 32905, 8.330 s Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:22 2020 Page 3 ID:aMgeyv7jePEDBglxPexBmzEd%I-BeuOeNEed70RT7Pb7RMIaJiC3vO45MBTggCNJhmOhN LOAD CASE(S) Standard 14) Dead +0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plo Vert: 1-2=-11, 2-6=-22, 6-7=-22, 7-9=-22, 9-10= 22, 16-18= 20, 11-15- 20 Harz: 1-2=-9, 2-6=2, 6-7=-2, 9-10=-2 Concentrated Loads (Ib) Vert: 16=-28(F) 15) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-11, 2-6=-22, 6-7=-22, 7-9=-22, 9-10- 22, 16-18- 20, 11-15= 20 Harz 1-2=-9,2-6=2, 6-7=-2, 9-10=-2 Concentrated Loads (Ib) Vert: 16=-28(F) 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Units = Loads (plf) Vert: 1-6=-20, 6-7=-20, 7-9=-20, 9-10=-20, 16-18=-20, 11-15- 20 Concentrated Loads (lb) Vert: 16=-28(F) 17) Dead +0.75 Roof Live libel.) +0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-56, 2-6= 64, 6-7=-36, 7-9=-51, 9-10=-36, 16-18=-20, 11.15= 20 Harz: 1-2=6, 2-6=14, 6-7=14, 9-10=14 Concentrated Loads (Ib) Vert: 16=-28(F) 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 (plf) Vert: 1-2=-28, 25=-36, 6-7=64, 7.9=-51, 9-10=-64, 16-18=-20, 11-15=-20 Horz: 1-2=-22, 25=-14, 6-7=-14, 9-10=-14 Concentrated Loads (lb) Vert: 16- 28(F) 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: 1-2=-43, 25=-51, 6-7=-51, 7-9=-51, 9-10=51, 16-18=-20, 11-15=-20 Horz: 1-2=-7, 2-6=1, 6-7=-1, 9-10=-1 Concentrated Loads (Ib) Vert: 16=-28(F) 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 (plf) Vert: 1-2=-43, 2-6- 51, 6-7=51, 7-9=-51, 9-10_ 51, 16-18=-20, 11-15=-20 Harz: 1-2=-7, 2-6=1, 6-7=-1, 9-10=-1 Concentrated Loads (Ib) Vert: 16=-28(F) 21) tat Dead+ Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 15=50, 6-7=-20, 7-9=-20, 9-10=-20, 16-18=-20, 11-15=-20 Concentrated Loads (Ib) Vert: 16=-28(F) 22) 2nd Dead +Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniforn Loads (plt) Vert:1-6=-20, 6-7=50, 7-9=50, 9-10=50, 16-18=-20, 11-15=-20 Concentrated Loads (Ib) Vert: 16=-28(F) 23) 3rd Dead +0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 15=-50, 6-7=-20, 7-9=20, 9-10=-20, 16-18=20, 11-15=-20 Concentrated Loads (Ib) Vert: 16=-28(F) 24) 4th Dead +0.75 Roof Live (unbalanced): Lumber increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-6=-20, 6-7=-50, 7-9=-50, 9-10=-50, 16-18=-20, 11-15=-20 Concentrated Loads (Ib) Vert: 16=-28(F) Q wmNWG-Verity deslgnpmametersend BEAD NOTES ON TN/SANOWCLUDED MZEKREFERANCEPAGEMX74M rev. 1D034se1SBEFORE USE Design valid for use only with MreW connectors. This design Is based only upon parameters shown, and Is for an IncMdual building component, not �� a muss system. Before use, the building designer must verity the appllcabllity of design parameters and properly Incorporate th6 design Into the overall building design. Bracing indicated is to prevent buckling of Individual muss web and/or chord members only, Addit[onai temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal ln]ury and property damage. For genarcl guidance regarding the fabrication storage, delivery, erection and bracing of hums and buss systems, smANSURII Quality CA eft. DS8419 and IICSI building component Safety Infaanalbrnvallable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria. VA 22314. 69N Parke East Blvd. Tampa, FL 33610 Job Thus Thus Type OtY Ply Bell T19696362 508977 BB ROOF SPECIAL 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL- 32905, 8.330 s Mar 10 2020 MiTek Industries. Inc. Mon Mar 16 09:52:23 2020 Scale-1:73.8 5.6 = 5.00 12 6 3x4 4 3x4 23 24 3xB II 5 7 5x12 - Sx8 = 2x411 4 8 9 10 2x4 II Sx8 i 11 5 26 3 N0P2x STP = N 22 N 2 B S 1 15 14 13 12 f Sx8= 18 17 US = Sall = NOP2x STP = 4x6 = 3x8 = Sx8 = 2x4 11 SxB = 7-0.0 7-0.0 I 77-0 -4261133 0 -0 7.7-14 79.0 743 0-0 34&-08-00 Plate Offsets (X Y)- 13:0-3-00-3-01 110:0-3-00-2-41 114:0-3-0 0-3-01 116:0-2-4 0-3-01 LOADING (pal) SPACING- 2-0-0 CS1. DEFL. in (too) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.90 Vert(LL) -0.18 15-16 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.4615-16 >901 240 BCLL 0.0 ' Rep Stress Mar NO WB 0.79 Hom(CT) 0.14 13 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(-L) 0.3618-21 >999 240 Weight: 231 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOTCHORD WEBS REACTIONS. (size) 2=0-8-0, 13=0-8-0 Max Hoa 2=248(LC 11) Max Uplift 2=-637(LC 12), 13=-717(LC 12) Max Gmv 2=1457(LC 1). 13=1736(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-294W2380, 3-4=-3022/2184, 4-5=-3008/2263, 5-6=-1815/1252, 6-7=-1814/1231, 7-8=-2136/1244 BOT CHORD 2-18=-2254/2717, 15-16=-1443/2215, 14-15=-1052/1853, 13-14=-1021/1941 WEBS 3-18=447/326, 3-16- 21/370, 5-16=-922/1058, 5-15=-945/813,.6-15=-684/1079, 7-15=-406/245, 8-13=-2282/1387, 9-13=-532/503, 10-12=-304/142, 16-18=-2163/2697 Structural wood sheathing directly applied or 2-7-9 oc puffins, except end verticals, and 2-0-0oc puffins (10-M max.): 8-10. Rigid ceiling directly applied or 3-1-13 oc bracing. 1 Row at micipt 8-13 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=4.2pst BCDL=6.Opsf; h=15ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exit C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) C-C wind load user defined. 4) Provide adequate drainage to prevent water pending. 5) All plates are MT20 plates unless otherwise Indicated. 6) This truss has been designed for a 10.0 lost bottom chord live load nonconcunent 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 chard and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 637lb uplift at joint 2 and 717 Ile uplift at joint 13. 9) Load case(s) 1, 2,3.4. 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 has/have been modified. Building designer must review loads to verity that they are correct for the intended use of this truss. 10) Graphical put din representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28 lb down at 11-5-4 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 12) 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 Except: 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-6=-60, 6-8- 60, 8-10=-60, 10-11=60, 17-19=-20, 12-16=-20 %��PpUIN,VF���i,� ��� J�••'CEIVg. F2�i,� No 68182 ST OF •44/Z Joaquin Velez PE No.681B2 MRek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R.=10 Date: March 16,2020 �onfinued on cache 2 QWARNING- Ver/Iydesign paramerersand NEADNOTES ON TNISAND/NCLUDED 11111ISKREFERANCEPAGEMIF1473 rev. ta'a'42015aEFONE USE Design valid for use only with MneM connectors. This design Is bcsed only upon parameters shown, and Is for an Indtvldual bulding component, not ��- o truss system. Before use, the building designer must verify the opplicablllty of design parameters and properly Incorporate this design Into the overall building design. Brocing Indicated It to buckling of lndMdual truss web and/or chord members only. Additional temporary antl permanent bracing MiTek' prevent Is always required for stabillty, and to prevent collapse with possible personal Injury and property, damage. For general guidance regarding Me fabrication, storage, delivery. erection and bracing of trusses and truss systems. seeANSMI1 CualMy Cmnh, D50419 and SO] Building Component 69N Parke East Bind. Safety Informationevailable from Truss Plate Institute, 218 N. Lee Street, Suite 312; Alexandria. VA 22314, Tampa, FL 33610 Job Truss Truss Type y Ply Bell508977 88 ROOF SPECIAL F 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:23 2020 Page 2 ID:onAgeyv7jePEDBglxPexBmzEdXl-ggSodFnORwl49 nh9L6WENHImngrUdvKxws7z OhM LOAD CASE(S) Standard Except: Concentrated Loads (lb) Vert: 17=28(F) 2) Dead +0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll Vert: 1-6=-50, 6-8=-50, 8-10=-50, 10-11- 50, 17-19=20, 12-16=-20 Concentrated Loads (lb) Vert: 17=-28(F) 3) Dead+ Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-6=-20, 6-8=-20, 8-10=-20, 10-11= 20, 17-19=40, 12-16=40 Concentrated Loads fill Vert: 17=-28(F) 4) Dead +0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pll Vert: 1-2=116,2-22=70,6-22=47,6-24=70,8-24=47,8-10=53,10-11=70,17-19=54(F=66),13-16=-12,12-13=51 Horz: 1-2=-125, 2-22= 78, 6-22=-56, 6-24=78. 8-24=56, 10-11=78 Concentrated Loads (lb) Vert: 17=28(F) 5) Dead +0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pll Vert: 1-2=37, 2-23=47, 6-23=70, 6.8=47, 8-26=53, 10-26=64, 10-11=70, 17-19=-12, 13-16=-12, 12-13=51 Horz: 1-2=45, 2-23=-56, 6-23=-78, 6-8=56, 10-11=78 Concentrated Loads (lb) Vert: 17=-28(F) 6) Dead +0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-3, 2-6=47, 6-8=47, B-1 D=42, 10-11=47, 17-19=-20, 13-16=-20, 12-13=-9 Horz: 1-2=-17, 2-6=27, 6-8=-27, 10-11=-27 Concentrated Loads (lb) Vert: 17=-28(F) 7) Dead +0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-37, 2-6=-47, 6-8=47, 8-10= 42, 10-1 1=-47,17-19=-20, 13-16=-20, 12-13=-9 Horz: 1-2=17, 2-6=27, 6-8=-27, 10-11=-27 Concentrated Loads (lb) Vert: 17=-281F) 8) Dead +0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=45, 2-6=16, 6-8=31, B-25=26, 10-25=16, 10.11=31, 17-19=-12, 12-16=-12 Horz: 1-2=-53, 2-6=-25, 6-8=39, 10-11=39 Concentrated Loads (lb) Vert: 17=-28(F) 9) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (fill) Vert: 1-2=21, 2-6=31, 6-8=16, 8-10=45, 10-11=16, 17-19= 12, 13-16= 12, 12-13=27 Horz: 1-2=-29, 2-6=39, 6-8=25, 10-11=25 Concentrated Loads (lb) Vert: 17- 28(F) 10) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-28, 2-6=-38, 63=-1, 8-10=-22, 10-11=-1, 17-19=-20, 12-16=-20 Horz: 1-2=8, 2-6=18, 6-8=19, 10-11=19 Concentrated Loads (III) Vert: 17=-28(F) 11) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pll Vert: 1-2=9, 2-6=-1, 63=-38, 8-10=-22, 10-11=-38, 17-19=-20, 13-16=-20, 12-13=19 Horz: 1-2=29, 2-6=19, 6-8- 18, 10-11- 18 Concentrated Loads (Ill Vert: 17=-28(F) 12) Dead +0.6 MWFRS Wind (Pos. Internal) tat Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=74,2-6=45,6-8=45,8-10=45, 10-11=45,17-19=-12,12-16=-12 Horz: 1-2=32, 2-fi=-54, 6-8=54, 10-11=54 Concentrated Loads (lb) Vert: 17=-28(F) 13) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=45,2-6=16,6-8=16,8-10=16,10-11=16,17-19=-12,13-16=-12,12-13=27 Horz: 1-2= 53, 2-6=-25, 6-8=25, 10-11=25 Concentrated Loads (to) Vert: 17=-28(F) 14) Dead +0.6 MWFRS Wind (Neg. Internal) tat Parallel: Lumber Increase=1.60, Plate Increase=1.60 e Q WARNNG- Verflydasfgn Pam.&Mrsand REAONOTES ON TNWANOINCLUDEDMREKNEFENANCEPAGEM67473mx. lara440159EFOHE USE Design volld for use only with Well connectors. This design Is based only upon parameters shown, and is for on Individual bullding component, not �� a 1mss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. 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 fobMallon, storage. delivery, erection and bracing of trusses and truss systems, seeANSVIPII Gual6v QBab, DS949 and SCSI Building Component 69N Parke East Blvd. Safety Infatmationovcllable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandtla, VA 22314. Tampa. FL 33610 Job Truss Truss Type OtY Ply Bell T79696362 508977 BB ROOF SPECIAL t 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL- 32905, 8.330 s Mar 10 2020 MiTek Industries, lac. Mon Mar 16 09:52.23 2020 Page 3 ID:onAgeyv7jePEDBglxPexBmzEdXl-ggSodFnORwl4911h9L6W ENHlmngrUdvKxws7mOhM LOAD CASE(5) Standard Uniform Loads (plf) Vert: 1-2=-11, 2-6=-22, 6-8=-22, 8-10=-22, 10-11=-22, 17-19= 20, 12-16=-20 Horz: 1-2=-9, 2-6=2, 6-8=-2, 10-11=-2 Concentrated Loads (lb) Vert: 17=-28(F) 15) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=-11. 2-6=-22, 6-8=22, 8-10=-22, 10-11=-22, 17-19=-20, 13-16=-20, 12-13=19 Horz: 1-2=-9, 2-6=2, 6-8= 2, 10-11= 2 Concentrated Loads (lb) Vert: 17= 28(F) 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pit) Vert: 1-6=-20, 6-8=-20, 8-10=-20, 10-11=-20, 17-19=-20, 12-16=-20 Concentrated Loads (lb) Vert: 17=-28(F) 17) Dead +0.75 Roof Live (bat.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (p l) Vert: 1-2=-56, 2.6=-64, 6-8=-36, 8-10= 51, 10-11=-36, 17-19=-20, 12-16=-20 Horz: 1-2=6, 2-6=14, 6-8=14, 10-11=14 Concentrated Loads (Ib) Vert: 17=-28(F) 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 (plQ Vert: 1-2=-28, 2-6=36, 6-8=-64, 8-10=-51, 10-11=-64, 17-19=20, 13-16=-20, 12-13=9 Horz: 1-2=-22, 2-6=-14, 6-8=-14, 10-11=-14 Concentrated Loads (Ib) Vert: 17=-28(F) 19) Dead +0.75 Roof Live (bat.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=-43, 2-6=-51, 6-8=-51, 8-10=-51, 10-11=51, 17-19=-20, 12-16=-20 Horz: 1-2=-7, 2-6=1, 6-8=-1, 10-11=1 Concentrated Loads (III) Vert: 17=-28(F) 20) Dead +0.75 Roof Live (bat.)+0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-43, 2-6=-51, 63=-51, 8-10=-51, 10-11=-51, 17-19=-20, 13-16=-20, 12-13=9 Horz: 1-2=-7, 2-6=1, 6-8=-1, 10-11=-1 Concentrated Loads (Ib) Vert: 17=-28(Fj 21) let Dead +Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-6=-60, 6-8= 20, 8-10=-20, 10-11=-20, 17-19=-20, 12-16- 20 Concentrated Loads (Ile) Vert: 17=-28(F) 22) 2nd Dead+ Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-6=-20, 6-8=-60, 8-10=-60, 10-11=-60, 17-19= 20, 12-16=-20 Concentrated Loads (lb) Vert: 17= 28(F) 23) 3rd Dead +0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-6=50, 6-8=-20, 8-10=-20, 10-11=-20, 17-19=-20, 12-16=-20 Concentrated Loads (lb) Vert: 17=-28(F) 24) 4th Dead +0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-6=20, 6-8=-50,.8-10=-50, 10-11=-50, 17-19= 20, 12-16=-20 Concentrated Loads (lb) Vert: 17=-28(F) AWARNWG-VdtydeslgAPeremeteneaCNEADNDTESONTNISANDINCLUDED MREKNEFENANCEPAGEM/F74TJrev,faN12015aEFONEUSE Design valid for use only with MBeM connectors. Tris design 6 based only upon porometers shown, and Is for an Individual bullding component, not a truss system. Before use, the building dedgner must verify Me appllcablllty, of tleslgn parameters and prope0y incorporate this design Into the overall building tleslgn. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Addltlanal temporary and permanent bracing M!Tek' Is always lectulred for stability and to prevent collopse with possbie personal Injury and property damage. For genera? guidance regarding the storage, delivery, erection and bracing of trusses and truss systems, seeAN51/iPi1 Qua ftBtyCrBnla, DSB419 and SCSI Mildhsp Component 6904 Palle Eesi Blvd. Safety thfarmalbmvallDDle from Truss Plate Institute. 218 N. lee Street. Suite 312, Alexandra, VA 22314. e Tam p . FL 33610 Job Truss Truss Type Oty Ply Bell ,1 T19696363 508977 BID ROOF SPECIAL 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL-32905, 8.330 s Mar 10 2020 MiTek Industries. Inc. Mon Mar 16 09:52:24 2020 Scale =1:73.8 5.00 FIT 5x8 = 18 17 3x8 = 5x6 = NOP2X STP = 4x6 = 3x6 = 5,6 = 2x4 II 6xB = 7-0.0 11-7-0 i9-4-0 2&11-3 34-4-0 4 3&8-0 7-0.0 4-7.0 1-9.0 _' 9.7-3 I 5.4.13 ( 0 4.0.0 Plate Offsets (X,1)-- 13:0-3-0,0-3-01.110:0-3-0,0-2-41.114:0-3-0,0J-01.116:0-24,0-3-01 LOADING (pso SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.21 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Ved(CT) -0.47 14-15 >877 240 BCLL 0.0 ' Rep Stress Incr NO W B 0.78 Horz(CT) 0.12 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.3618-21 >999 240 Weight: 2251b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc puffins, BOT CHORD 2x4 SP No.2 *Except* except end verticals, and 2-0-0 oc pudins (10-0-0 max.): 8-10. 14-16: 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 3-1-11 oc bracing. WEBS 2x4 SP No.2 WEBS 1Row at midpt 8-13 REACTIONS. (size) 2=0-8-0, 13=0-8-0 Max Hom 2=248(LC 11) Max Uplift 2=-637(LC 12), 13=-717(LC 12) Max Gmv 2=1457(LC 1), 13=1736(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -Aft forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2948/2374, 3-4=-3018/2182, 4-5=-3002/2260, 5-6— 1822/1245, 6-7>7825/1227, 7-8= 2089/1103 BOT CHORD 2-18=-226B/2745, 15-16=-1458/2244, 14-15=-1081/1854, 13-14=-933/1883 WEBS 3-18=447/328,3-16= 25/366, 5-15=-935/819, 6-15=-691/1100, 7-15=-435/276, 8-13=-2353/1364,9-13=-330/310,10-13=-201/333,5-16=-926/1035,16-18=-2178/2699 NOTES- 1) Unbalanced t design. ; live loads \r 2) Wind: ASCEr7-10at 60mph (3 second gust) Vasd=124mph; TCDL=4.2psf; h, h=15ft; BCDL=6.OpsB=45ft; L=39N; eave=5B; Cat. DOL=1.60 \\\\\his QV )N 0 (� 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber plate grip DOL=1.60 \\ QQ• I� J E N �i� 3) C-C wind load user defined. ,�\ •• �C g'• V F•'•, 4) Provide adequate drainage to prevent water pending. 5) All plates are MT20 plates unless otherwise indicated. N O 68182 •T 6) This truss has been designed for a 10.0 DO 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, with SCOL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 637111 uplift at joint 2 and 717lb uplift at Z joint 13. 9) Load case(s) 1, 2, 3.4. 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. i�'. S OF 41J� �T•'.'C� R 10) Graphical pudin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. �iCCiS `� \% • •""• •(G\ 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28 to down at 11-5-4 on \\\ %% A; bottom chord. The design/selection of such connection device(s) is the responsibility of others. �TQN 11,% 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Joaquin Velez PE No.68182 LOAD CASE(S) Standard Except: MTek USA, Inc. R- Cart 6634 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 6904 Parke Fast BIW. Tampa FL 33610 Dale: March 16,2020 'ontinued on code 2 Q WARNING- Verity dealgapaxmetemandREAUNOTES ON?NIS AND INCLUDED MArEKREFERANCEPAGEM67473mv, 1010320158EFORE USE. Design valid for use only with Mlreks) connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not ��- a buss system. Before use. Me building designer must verify the opplicablily of design parameters and properly Incorporate this design Into the overall buldingdesign. 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 inlury and property damage. For general guidance regarding the fobticollon, storage. delivery, erection and bracing of trusses and truss systems. seeANST/1PI1 Quality CMulo, DS349 and SCSI BuldNp Component 69N Parke East Blvd. Safety Infoenabonowaiiable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply Bell T19696363 508977 89 ROOF SPECIAL 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:24 2020 Page 2 ID:onAgeyv7jePEDeglxPexBmzEdXl-81OA32GP9129iJY FSODfknY116?ZItm8_hTOazaOhl- LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-6=-60, 6-8=-60, 8-10=-60, 10-11=-60, 17-19=20, 12-16=-20 Concentrated Loads (lb) Vert: 17=-28(F) 2) Dead +0.75 Roof Live (balanced)+0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pill Vert: 1-6_ 50, 6-8- 50, 8-10=-50, 10-11=-50, 17-19=-20, 16-26=-20, 26-27- 50, 12-27=-20 Concentrated Loads (lb) Vert: 17= 28(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6 -20, 6-8=-20, 8-10=-20, 10-11=-20, 17-19=-40, 12-16=-40 Concentrated Loads (Ib) Vert: 17=-28(F) 4) Dead +0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pll Vert: 1-2=116, 2-22=70, 6-22=47, 6-24=70, 8-24=47, 8.10=53, 10-11=70, 17-19=54(F=66), 13-16=-12, 12-13=51 HDrz: 1-2_ 125, 2-22=-78, 6-22=-56, 6-24=78, 8-24=56, 10-11=78 Concentrated Loads (Ib) Vert: 17=-28(F) 5) Dead +0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pll Vert: 1-2=37, 2-23=47, 6-23=70, 6-8=47, B-25=53, 10-25=64, 10-11=70, 17-19=-12, 13-16=-12, 12-13=51 Horz: 1-2=45, 2-23=-56, 6-23=-78, 6-8=56, 10-11=78 Concentrated Loads (Ib) Vert: 17=-28(F) 6) Dead +0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-fi=-47, 6-8=-47, 8-10=-42, 10-11=-47, 17-19=-20, 13-16=-20, 12-13=-9 Horz: 1-2=-17, 2-6=27, 6-8=-27, 10-11=-27 Concentrated Loads (Ib) Vert: 17= 28(F) 7) Dead +0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-37, 2-6=-47, 6-8=-47, 8-10=-42, 10-11=-47, 17-19=-20, 13-16= 20, 12-13=.9 Horz: 1-2=17, 2-6=27, 6-8=-27, 10-11=-27 Concentrated Loads (Ib) Vert: 17=-28(F) 8) Dead +0.6.MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pll Vert: 1-2=45,2-6=16,6-8=31,8-10=16, 10-11=31,17-19=-12,12-16=-12 Hoe: 1-2=-53, 2-6=-25, 6-8=39, 10-11=39 Concentrated Loads (Ib) Vert: 17= 28(F) 9) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pll Vert: 1-2=21,2-6=31,6-8=16,8-10=45,10-11=16, 17-19=-12, 13-16=-12, 12-13=27 Horz: 1-2=-29, 2-6=-39, 6-8=25, 10-11=25 Concentrated Loads (Ib) Vert: 17=-28(F) 10) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pll Vert: 1-2= 2B, 2-6=-38, 6-8=-1, 8-10=-22, 10-11=1, 17-19=20, 12-16=-20 Horz: 1-2=8, 2-6=18, 6-8=19, 10-11=19 Concentrated Loads (lb) Vert: 17=-28(F) 11) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 2-6---1, 6-8= 38, 8-10=-22, 10-11=-38, 17-19=-20, 13-16.=-20, 12-13=19 Horz: 1-2=-29, 2-6=-19, 6-8=-18, 10-11=-18 Concentrated Loads (lb) Vert: 17= 28(F) 12) Dead +0.6 MWFRS Wind (Pos. Internal) tat Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=74,2-6=45,6-8=45,8-10=45, 10-11=45,17-19=-12,12-16=-12 Horz: 1-2=-82, 2-6=-54, 6-8=54, 10-11=54 Concentrated Loads (I e) Vert: 17=-28(F) 13) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pill) Vert: 1-2=45, 2-6=16, 6-8=16, 8-10=16, 10-11=16, 17-19_ 12, 13-16=-12, 12-13=27 Horz: 1-2- 53, 2-6=-25, 6-8=25, 10-11=25 Concentrated Loads (to) Vert: 17=-28(F) '14) Dead +0.6 MWFRS Wind (Neg. Internal) tat Parallel: Lumber Increase=1.60, Plate Increase=1.60 ontinuedoCame O WARNING -Verify design paramefersend READ NOTES ON TN/SAND INCLUDED MREKREFERANCEPAGEMIN473 rev. 1ar03R015BEFORE USE. Design valid for use only with MRek® connectors. This design Is based any upon parameters shown. and Is for an Individual building component not a truss system. Before use, Me building designer must verify the appllcoblllty, of design parameters and properly incomorote this design Into the overall building design. Bracing Indicated is to buckling of lndlvlduai cuss 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 INury and property damage. For general guidance regarding the fobricollon, storage, delivery, erection and bracing of fusses and hues systems, seeANSVTPII CuIl CMnlo, DSEd9 and SCSI Building Component 6904 Parke East Blvd. Safety lnforeallancivaliable from inns Plate Institute. 218 N. Lee Sfeef. Suite 312. Alexandria VA 22 14. Tampa, FL 33610 Job Truss Truss Type OtY Ply Bell ,1 T19696363 508977 B9 ROOF SPECIAL 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL- 32905, 8.330 s Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:24 2020 Page 3 ID:onAgeyv7jePEDBglxPexBmzEd%I-810A32GP9129iJY FsODiknVli67Zltme hTOamOhL LOAD CASE(S) Standard Uniform Loads(pIQ Vert: 1-2=-11,2-6=-22, 6-8=-22, 8-10=-22, 10-11=-22, 17-1 9=-20,12-16=-20 Hoa: 1-2=-9, 2-6=2, 6-8=-2, 10-11=-2 Concentrated Loads (lb) Vert: 17=-28(F) 15) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-11, 2-6=-22,6-8=-22, 8-10=-22, 10-11=-22, 17-19=-20, 13-16=-20, 12-13=19 Hoa: 1-2=-9, 2-6=2, 6-8=-2, 10-11=-2 Concentrated Loads (Its) Vert: 17= 28(F) 16) Dead+ Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-6=-20, 6-8=-20, 8-10=-20, 10-11=-20, 17-19= 20, 16-26=-20,26-27=-60, 12-27=-20 Concentrated Loads (Its) Vert: 17=-28(F) 17) Dead +0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=-56, 2.6=-64, 6-8=-36, 8-10=-51, 10-11=36, 17-19=-20, 16-26=-20, 26-27=-50, 12-27=-20 Hoa: 1-2=6, 2-6=14, 6-8=14, 10-11=14 Concentrated Loads (Ib) Vert: 17=-28(F) 18) Dead +0.75 Roof Live (bal.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MW FRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=-28, 2-6=36, 6-8=-64, 8-10=-51, 10-11=-64, 17-19= 20, 16-26=-20, 26-27=-50, 13-27=-20, 12-13=9 Hoa: 1-2=-22, 2-6=-14, 6-8=-14,. 10-11=-14 Concentrated Loads (Ib) Vert: 17=-28(F) 19) Dead +0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage+0.75(0.6 MWFRS Wind (Neg. Int) tat Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-43, 26=-51, 6-8=51, 8-10=-51, 10-11=-51, 17-19= 20, 16-26=-20, 26-27- 50, 12-27- 20 Hoa: 1-2=-7, 2-6=1, 6-8=-1, 10-11=-1 Concentrated Loads (Its) Vert: 17=-28(F) 20) Dead +0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=-43, 2-6=-51, 6-8=-51, 8-10=-51, 10-11=-51, 17-19=-20, 16-26= 20, 26-27- 50, 13-27= 20, 12-13=9 Harz: 1-2=7, 2-6=1, 6-8=-1, 10-11=1 Concentrated Loads (Its) Vert: 17=-28(F) 21) 1st Dead+ Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-6=60, 6-8= 20, 8-10=-20, 10-11=-20, 17-19- 20, 12-16=-20 Concentrated Loads (lb) Vert: 17=-28(F) 22) 2nd Dead +Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 16=-20, 6-8=60, 8-10=60, 10-11=-60, 17-19=-20, 12-16=-20 Concentrated Loads (Its) Vert: 17= 28(F) 23) 3rd Dead +0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 16=-50, 6-8=-20, 8-10=-20, 10-11=20, 17-19= 20, 16-26=-20, 26-27- 50, 12-27=-20 Concentrated Loads (Ib) Vert: 17=28(F) 24) 4th Dead +0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-6=-20, 6-8=-50, 8-10=-50, 10-11=-50, 17-19= 20, 16-26=-20, 26-27=-50, 12.27=-20 Concentrated Loads (Ib) Vert: 17=-28(F) Q WARNING-Vedfydeslgnparemefersend READNOTES ON TNISANDINCLUDEDMREKREFERANCEPAGEMl47473rcv. 10N32015BEFOREUSE. Design valid for use only Win Mrek® connectors. 9rls desgn b based only upon parameters shown, and Is for on Indlvldual building component, not a hiss system. Before use, me building deegner must verity the app ectoliity of design parameters and properly Incorporate this design Into the overall building design. Bracing intllcated is to prevent buckling of Individual hum web and/or chord members only. AddlBonol temporary and permanent bracing MiTek' S always required for stpbility and W prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon, storage, delivery, erection and bracing of trusses and truss systems. meANSVIPII Quality Criteria, DBB-09 and SCSI Building Component Safety Informalbrlwolable from Truss Plate Institute, 218 N. Lee Sheet. Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Temps, FL 33610 Jab Truss Truss Type Oty Ply Bell ,1 Ti9696364 508977 BID ROOF SPECIAL 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL-32905. 8.330 s Mar 10 2020 MiTek 16 09:52:02 2020 Seeks=1:73.8 5.00 F12 Sx8 = 17 16 3x8 = 5x6 = 2.4 II NOP2x STP = 2x4 3x6 = SA = 2x4 II 6x8 = 7-0-0 11-7-0 I 19-4-0 25. '0 30.11-3 34-4-0 34�-0 2 -0 7-0.0 4-7-0 7.9.0 5-8-0 5-11-3 3-4.13 0-4-0 4.0-0 Plate Offsets (X Y)— [3:0-3-0,0-3-01 [13:0-3-0,0-3-0I [15:0-5-12,0-3-01 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.92 Vert(L-) -0.18 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.99 Vert(CT) -0.4614-15 >895 240 BCLL 0.0 ' Rep Stress Incr NO W B 0.74 Hom(CT) 0.14 11 Na rJa BCDL 10.0 Cade FBC2017/rP12014 Matdx-MS Wind(LL) 0.36 17-20 >999 240 Weight: 2141b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except" TOP CHORD 3-5: 2x4 SP SS BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.2 WEBS REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=254(LC 11) Max Uplift 2=-640(LC 12), 11=-715(LC 12) Max Grav 2=1457(LC 1), 11=1736(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shaven. TOP CHORD 2-3=-2942/2374, 3-0=-3062/2217, 4-5=-1876/1238, 5-6=-1844/1235, 6-7= 2148/1232, 7-8=-368/243,6-9=-368/243 BOT CHORD 2-17=-2249/2682, 4-15= 620/696, 14-15=-2014/2842, 13-14=-1077/1930, 12-13=-729/1617,11-12=-722/1622 WEBS 3-17=-442/315, 3-15=-25/314,4-14=-1414/1215, 6-14=484/244, 7-13=-368/339, 7-11=-2239/1262,8-11=-262/248,9-11=-295/450,5-14=567/960,15-17=-213012632 Structural wood sheathing directly applied or 1-7-8 oc Outline, except end verticals, and 2-0-0 oc puffins (9-5-0 max.): 7-9. Rigid ceiling directly applied or 3-1-10 oc bracing. 1 Row at midpt 4-14 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph.(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf•, h=15ft; B=45ft; L=39h; eave=5h; 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) C-C wind load user defined. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates 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.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 640 lb uplift at joint 2 and 715 lb uplift at joint 11. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13. 14, 15. 16. 17. 18, 19, 20, 21, 22, 23, 24 hasthave been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 281b down at 11-5-4 on bottom chord. The desigNselection of such connection device(s) is the responsibility of others. 12) 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 Except: No 68182 lfe�0 )R%QP-*N NALE�O`� Joaquin Velez PE No.68182 MTek USA, Inc. R. Cart 6634 6904 Parks East Blvd. Tampa FL 33610 Dee: March 16,2020 on came• Q WARNING- yedrydeslgn parameters antl READ NOTES ON TNISAND INCLUDED MREKREFERANCEPAGEMII-74nnrx fGNIr2p15BEFORE USE. Deslgn valid for use only with MBeW contractors. This design Is based only upon parameters shown and Is for an Individual building component, not ��- a truss system. Before use, The bulltling designer must verify ire applk:obllfy of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of lndlvidual truss web and/or chord members only. Additional temporary and permanent bracing 11 M[Tek' Is always requlred for stability and to prevent collcpse with parable personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPII Quality Ci forla, DSB-89 and SCSI SuldhO Component 6904 Parke East BNtl. Safety Infoenalbrgvallable horn Truss Rate Institute, 218 N. Lee Street Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Thus Thus Type Cry Ply Bell T79fi9fi3fi4 508977 BID ROOF SPECIAL 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL- 32905, 8.330 s Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:02 2020 Page 2 ID:onAgeyv7iePED8gl xPexBmzEdXl-nohsRX?cL_GG3xtlyE?3m5tnBrb7PMzX4ZMJcmOhh LOAD CASE(S) Standard Except: 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-5=-60, 5-7=60, 7-9=-60, 16-18= 20, 10-15=-20 Concentrated Loads (lb) Vert: 16=-28(F) 2) Dead +0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-5=-50, 5-7=-50, 7-9=-50, 16-18=-20, 10-15=-20 Concentrated Loads (lb) Vert: 16=-28(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-5=-20, 5-7=-20, 7-9=-20, 16-18=40, 10-15=-40 Concentrated Loads (lb) Vert: 16=-28(F) 4) Dead +0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=116, 2-21=70, 5-21=47, 5-23=70, 7-23=47, 7-9=53, 16-18=54(F=66), 11-15=-12, 10-11=51 Horz: 1-2= 125, 2-21= 78, 5-21=-56, 5-23=78, 7-23=56 Concentrated Loads (to) Vert: 16=-28(F) 5) Dead +0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=37, 2-22=47, 5-22=70, 5-7=47, 7-24=53, 9-24=64, 16-18=-12, 11-15=.12, 10-11=51 Hors 1-2=45, 2-22=-56, 5-22=-78, 5-7=56 Concentrated Loads (Ib) Vert: 16=-28(F) 6) Dead +0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plQ Vert: 1-2=-3, 2-5=47, 5-7=47, 7-9=42, 16-18=-20, 11-15=-20, 10-11=-9 Horz: 1-2=-17, 2-5=27, 5-7= 27 Concentrated Loads (lb) Vert: 16=-28(F) 7) Dead +0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-37, 2-5=47, 5-7=47, 7-9=-42, 16-18=-20, 11-15=-20, 10-11- 9 Horz: 1-2=17, 2-5=27, 5-7=-27 Concentrated Loads (Ib) Vert: 16=28(F) 8) Dead +0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=45, 2-5=16, 5-7=31, 7-9=16, 16-18=-12, 10-15=-12 Horz: 1-2=-53, 2-5=-25, 5-7=39 Concentrated Loads (lb) Vert: 16=-28(F) 9) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=21, 2-5=31, 5-7=16, 7-9=45, 16-18=-12, 11-15=-12, 10-11=27 Hoe: 1-2=-29, 2-5=-39, 5-7=25 Concentrated Loads (Ib) Vert: 16=-28(F) 10) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-28, 2-5=-38, 5-7=-1, 7-9=-22, 16-18=-20, 10-15=-20 Hon: 1-2=8, 2-5=18, 5-7=19 Concentrated Loads (lb) Vert: 16=-28(F) 11) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=9, 2-5- 1, 5-7=-38, 7-9- 22, 16-18=20, 11-15= 20, 10-11=19 Horz: 1-2=-29, 2-5=-19, 5-7=-18 Concentrated Loads (lb) Vert: 16=-28(F) 12) Dead +0.6 MWFRS Wind (Pos. Internal) tat Pamllel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=74, 2-5=45, 5-7=45, 7-9=45, 16-18=-12, 10-15=-12 Horz: 1-2=-82, 2-5=-54, 5-7=54 Concentrated Loads (lb) Vert: 16=-28(F) 13) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=45, 2-5=16, 5-7=16, 7-9=16, 16-18=-12, 11-15=-12, 10-11=27 Horz: 1-2=-53, 2-5=-25, 5-7=25 Concentrated Loads (lb) Vert: 16=-28(F) �ontmuecle Q WARNING- V dty des19rparsnmhmsend READ NOTES ON TN/SANDINCLUDED MREKREFERANCEPAGEM&7423s,.. 7M 01SDEFORE USE. Design valid for use any with MiTek® connectors This design Is based only upon parameters shown, and is for an IndNltlucl building component not a tmss system. Before use. the bulding designer must verify the opplicobllity of design parameters and properly Incorporate this design ha the overall building design. Bracing lndlcoted is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stobAity and to prevent collapse with possible personal injury and property dcmage. For general guidance regarding the fabrication, storage. delNery, erection and bracing of trusses and inns systems, SeeANSUTPI1 Qualitryyy Critelli D5349 and SCSI Building Component 6904 Parke East Blvd. Safety Infonnalbrpvallable from Truss Plate Institute. 218 N. Lee Street. Suite 312. Mesantlrla VA 2231A. Tampa, FL 33610 Job Truss Thus Type Ley Ply Bell T79696364 508977 B10 ROOF SPECIAL 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL- 32905, 8.330 s Mar 10 2020 MiTek Industnes, Inc. Mon Mar 16 09:62:02 2D20 Page 3 ID:onAgeyv7jePED8gl xPexBmzEdXl-nohsRX7cL_GG3xdyE73m5lnBrb7PMzX4ZMJca Ohh LOAD CASE(S) Standard 14) Dead +0.6 MW FRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase-1.60 Uniform Loads (plf) Vert: 1-2- 11, 2-5=-22, 5-7=-22, 7-9=-22, 16-18= 20, 10-15=-20 Harz: 1-2- 9, 2-5=2, 5-7=-2 Concentrated Loads (lb) Vert: 16=-28(F) 15) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-11, 2-5=-22, 5-7=-22, 7-9=-22, 16-18=-20, 11-15=-20, 10-11=19 Harz: 1-2=-9, 2-5=2, 5-7=-2 Concentrated Loads (Ib) Vert: 16=-28(F) 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pIQ Vert: 1-5=-20, 5-7= 20, 7-9=-20, 16-18=-20, 10-15= 20 Concentrated Loads (lb) Vert: 16=-28(F) 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 (pit) Vert: 1-2=-56, 2-5=-64,5-7=-36, 7-9=-51, 16-18=20, 10-15=-20 Harz: 1-2=6, 2-5=14, 5-7=14 Concentrated Loads (Ib) Vert: 16= 28(F) 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 (plf) Vert: 1-2=28, 2-5= 36, 5-7=-64, 7-9= 51, 16-18=-20, 11-15=-20, 10-11=9 Harz: 1-2=-22, 2-5=-14, 5-7=-14 Concentrated Loads (Ib) Vert: 16=-28(F) 19) Dead +0.75 Roof Live (bal.) +0.75(0.6 MWFRS Wind (Neg. Int) tat Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-43, 2-5=-51, 5-7=-51, 7-9=-51, 16-18=-20, 10-15=-20 Harz: 1-2= 7, 2-5=1, 5-7- 1 Concentrated Loads (Ib) Vert: 16=28(F) 20) Dead +0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. III 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-43, 2-5=-51, 5-7=-51, 7-9=-51, 16-18=-20, 11-15=-20, 10-11=9 Horz: 1-2=-7, 2-5=1, 5-7=-1 Concentrated Loads (Ib) Vert: 16=-28(F) 21) 1st Dead+ Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-20, 7-9= 20, 16-18=-20, 10-15=-20 Concentrated Loads (lb) Vert: 16=-28(F) 22) 2nd Dead +Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5=-20, 5-7=-60, 7-9=-60, 16-18=-20, 10-15=-20 Concentrated Loads (lb) Vert: 16=-28(F) 23) 3rd Dead +0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5=-50, 5-7=-20, 7-9=20, 16-18=20, 10-15= 20 Concentrated Loads (III) Vert: 16=-28(F) 24) 4th Dead +0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=20, 5-7=-50, 7-9=-50, 16-18=-20, 10-15=-20 Concentrated Loads (lb) Vert: 16=-28(F) O WARNING-Vedtydeslgnpommetemand READNOTES ON THISAND/NCLUDED M/fEKREFERANCEPAGEW7473rev. 104Y10156EFORE USE. Design valid for use only with MIT00 connectors. This Design Is based only upon parameters shown, and is for an Individual building component not a truss system. Before use, the binding designer must verify me applicability of design parameters antl properly Incorporate this design Into the Overall building Cadge. Bracing Indicated is to prevent buckling of lndlvldual truss web and/or chord members only. AddiBanal temporary and permanent bracing MiTek' 4 always required for stability antl to prevent collapse with possible personal injury and property damage. For general guidance regarding the storage, delivery, erection and bracing of husses and truss systems. seeANSVIP11 OualNy Crlfedo, DS349 and SCSI Building Component 6904 Parke East Blvd.fabrication, Safety 8lfornallondwallable from Truss Plate Institute, 218 N. We Sheet. Suite 312, Alexandria. VA 22314, Tampa, FL 33610 Job Truss Truss Type Ply BellT19696365 • 508977 B11 ROOF SPECIAL GIRDER ri 1 Job Reference a tional moons Lumber Company, Farm bay, 1-1--32905, 8.330 s Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:04 2020 5x8 = 5.00 12 Sx6 = Scale=1:71.8 US i 3xd 5x6 i 4 ] 2x4 11 NAILED 5x6 = 4x6 = 3 e 9 NAILED 10 NOP2X 6TP=fin lm 2 1 6 4 14 5xB = 15 14 13 4x8 = 26 2511 18 17 3.4 = 5x8 = 4x4 = NOP2x STP = 20 11 3xe = 5x6 = 2x4 II NAILED NAILED 77.50-0 8 14--0 20.0 344.-0 340 38-8--0 I I 0 05. 00 4-007-0.0 Plate Offsets ( Y)- 13:0-3-0 0-3-01. [5:0-5-12 0-2-81 16:0-3-0 0-2-41 114:0-3-e 0-3-01 116:0-5-12,0-3-0I LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Veri -0.18 15-16 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.39 15-16 >999 240 BCLL 0.0 Rep Stress for NO WE 0.91 Horz(CT) 0.13 12 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.3118-21 >999 240 Weight: 2171b 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=0-8-0, 12=0-8-0 Max Horz 2=236(LC 31) Max Uplift 2_ 830(LC 28), 12=783(LC 8) Max Grav 2=1462(LC 21), 12=1684(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (I s) or less except when shown. TOP CHORD 23=-2958/1424, 3-4=-3058/1298, 4-5=-213B/993, 5-6=-1780/933, 6-7=-2004/949, 7-8=2217/1066, 8-9=-501/547, 9-10=AB6/529 BOT CHORD 2-18=-1266/2700, 4-16=-419/694, 15-16=-1130/2808, 14-15=-719/1926, 13-14=-935/2008, 12-13=-789/1132 WEBS 3-18=445/300,3-16=-16/321,4-15=-1142/569, 5-15=-2541735, 5-14=-384/125, 6-14=-126/448, 7-14=-422/290, 8-13=-539/1243,8-12= 1670/776, 10-12=-593/552, 9-12=250/202, 16-1 8=-1 198/2643 Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc pudins (4-2-9 max.): 5-6, B-10. Rigid ceiling directly applied or 4-8-8 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; VuI1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opst h=15tt; B=45tt; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; 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 nonconcurreni with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chard and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8301b uplift at joint 2 and 783 1b uplift at joint 12. B) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17. 18. 19. 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31. 32. 33. 34, 35, 36, 37. 38, 39 hasihave been modified. Building designer must review loads to verity that theyare correct for the intended use of this truss. 9) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 10) "NAILED' indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 281b down at 11-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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 Except: GEIV No668182 * • LIIJPI _ •• Joaquin Velez PENo.68182 MiTek USA, Ina FL Cent 604 6904 Parke East Blvd. Tampa R. 33610 Date: March 16,2020 -onfinued on none 2 Q WAFNING -V drydee/ga{rahmh.fe..dFEAONOTES ON 7HOANUINCLUO£O MREKHEFEaANCEPAGEMLL1473 rev. 1N0142015BEFONE USE Design valid for use only W h MirekO connectors, lhb tleslgn 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 appllcabllity of tleslgn parameters and properly Incorporate this design Into the overall bulldhg tleslgn. Bracing indicated is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' 6 always required for siablllty and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabricator. storage, dellvery, erection and bracing of trusses and truss systems, seeANS171P11 pual8y CMBria. DSO-89 and BCSI Bul ding Component 6904 Parke East Blvd. Safety mformatlornvailoble from Truss Rate Institute, 218 N. Lee street Suite 312, Alexandria VA 22 14. Tampa, FL M610 Job Truss Thus Type Ply Bell • T79696365 508977 B11 ROOF SPECIAL GIRDER �Qty 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Mar 10 2020 MiTek Industries, Inc. Man Mar 16 09:52:04 2020 Page 2 ID:onAgeyV7jePEDegl xPexBmzEdXl-jApcsDOstbW _IE7 84tl XrW y7peHAtDrgXtrOhkmOhf LOAD CASE(S) Standard Except: 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5_ 60, 5-6_ 60, 6-8= 60, 8-10=60, 17-19=-20, 11-16=-20 Concentrated Loads (lb) Vert: 17=-28(F) 24=29(B) 25=25(B) 2) Dead +0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-50, 5-6=-50, 6-8=-50, 8-10=-50, 17-19=-20, 11-16=-20 Concentrated Loads (lb) Vert: 17=-28(F) 24=29(B) 25=25(B) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-20, 5-6= 20, 6-8= 20, 8-10- 20, 17-19=40, 11-16=-40 Concentrated Loads (lb) Vert: 17=28(F) 24=29(B) 25=25(B) 4) Dead +0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plQ Vert: 1-2=45, 2-5=16, 5-6=26, 6-8=31, e-10=16, 17-19=54(F=66), 11-16=-12 Harz: 1-2=-53, 2-5=-25, 6-8=39 Concentrated Loads (to) Vert: 17= 28(F) 22=9(B) 23=10(B) 24=24(B) 25=21(B) 5) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=21, 2-5=31, 5-6=26, 6-8=16, 8-10=45, 17-19=-12, 1.2-16=-12, 11-12=27 Harz: 1-2=-29, 2-5=-39, 6-8=25 Concentrated Loads (lb) Vert: 17= 28(F)22=9(B) 23=10(B) 24=21(B)25=19(B) 6) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-5=-38, 5-6=-22, 6-8=-1, 8-10=-22, 17-19=-20, 11-16=-20 Holz: 1-2=8, 2-5=18, 6-8=19 Concentrated Loads (lb) Vert: 17= 28(F)22=44(B)23=40(B)24=32(B) 25=28(B) 7) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 2-5=-1, 5-6=-22, 6-8=-38, 8-10=-22, 17-19=-20, 12-16=-20, 11-12=19 Holz: 1-2=-29, 2-5=-19, 6-8=18 Concentrated Loads (lb) Vert: 17=-28(F)22=44(B)23=40(B)24=29(B) 25=25(8) 8) Dead+ 0.6 MWFRS Wind (Pos. Internal) tat Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=74, 2-5=45, 5-6=45, 6-8=45, 8-10=45, 17-19=12, 11-16=-12 Holz: 1.2=-82, 2-5=-54, 6-8=54 Concentrated Loads (Ib) Vert: 17=-28(F) 22=9(B)23=10(B) 24=24(B) 25=21(B) 9) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=45, 2-5=16, 5-6=16, 6-8=16, 8-11 17-19=-12, 12-16=-12, 11-12=27 Harr. 12=-53, 2-5=-25, 6-8=25 Concentrated Loads (Ib) Vert: 17=-28(F) 22=9(B)23=10(B)24=21(B)25=19(B) 10) Dead +0.6 MWFRS Wind (Neg. Internal) tat Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-11, 2-5=-22, 5-6=-22, 6-8=--22, 8-10=-22, 17-19=-20, 11-16=-20 Harz: 1-2=-9, 2-5=2, 6-8=-2 Concentrated Loads (Ib) Vert: 17= 28(F) 22=44(B) 23=41 24=32(B) 25=28(B) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plQ Vert: 1-2=11, 2-5=-22, 5-6=22, 6-8=22, 8-10=22, 17-19=-20, 12-16=-20, 1 t-12=19 Harz: 1-2=-9, 2-5=2, 6-8=-2 Concentrated Loads (Ib) Vert: 17=-28(F) 22=44(B) 23=40(B) 24=29(B) 25=25(B) 12) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads(i Vert: 1-5=20, 5-6= 20, 6-8=-20, 8-10=-20, 17-19= 20, 11-16=20 Concentrated Loads (I s) Vert: 17=-28(F) 24=29(B) 25=25(B) 13) Dead +0.75 Roof Live (bal.) +0.75(0.6 MWFRS Wind (Neg. Im) Leff: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-56, 2-5=64, 5-6=-51, 6-8- 36, 8-10- 51, 17-19=-20, 11-16=-20 Harz: 1-2=6, 2-5=14, 6.8=14 Concentrated Loads (lb) Vert: 17=-28(F) 22=38(B) 23=34(2)24=55(B)25=51(B) 14) Dead +0.75 Roof Live (bal.) +0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Q WARNWG-Verity Eeslgnparamefers antl READNOTESON WISANDINCLUDED WMEKREFERANCEPAGEMb74M.®.�10a3Q915 BEFORE USE. ��• Design valid for use only with Mrek® connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a muss system. Before use, the building designer must verify the applicability of design parameters and prapedy 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 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 muss systems. SeeANSVrPl1 Cuo0ry Crtlerb, DSB49 and Bpi Building Component 69N Parke East Blvd. Safety Infarnaf orovo9oble from buss Plate Institute, 218 N. Lee Sheet, Suite 312 Alexandria. VA 22314, Tampa, FL 33610 Job Trams; OfY Ply Bell • '1 T79fi9fi365 508977 B11 �TrussTyper ROOF SPECIAL GIRDER 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:04 2020 Page 3 ID:onAgeyv7)ePED8glxPexBmzEdXl-)ApmDOstbW IEl84f1 XrWy7peHAtDrgXlrOhkmOhf LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-28, 2-5=-36, 5-6=-51, 6-8=-64, 8-10=-51, 17-19=-20, 12-16=-20, 11-12=9 Horz: 1-2=.22, 2-5- 14, 6-8- 14 Concentrated Loads (lb) Vert: 17=28(F) 22=38(B) 23=34(B) 24=53(B) 25=49(B) 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: 1-2=43,2-5=-51,5-6=-51, 6-8=-51,8-10=-51, 17-19_ 20, 11-16=-20 Hors: 1-2=-7, 2-5=1, 6-8= 1 Concentrated Loads (lb) Vert: 17=-28(F)22=38(B) 23=34(B)24=55(B)25=51(B) 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 (pit) Vert: 1-2=43, 2-5=-51, 5-6=-51, 6-8=-51, B-lD=-51, 17-19= 20, 12-16=-20, 11-12=9 Horz: 1-2=-7, 2-5=1, 6-8=-1 Concentrated Loads (lb) Vert: 17= 28(F) 22=38(B) 23=34(B) 24=53(B) 25=49(B) 17) 1st Dead+ Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 56=-60, 6-8=-20, 8-10=-20, 17-19=-20, 11-16=-20 Concentrated Loads (lb) Vert: 17=-28(F) 22=-5(B) 23=-5(B) 24=29(B) 25=25(B) 18) 2nd Dead +Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5= 20, 5-6= 60, 6-8=-60, 8-10=-60, 17-19=-20, 11-16=-20 Concentrated Loads (lb) Vert: 17=-28(F) 24=29(B) 25=25(B) 19) 3rd Dead +0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-5=-50, 5-6=-50, 6-8=-20, 8-10=-20, 17-19=-20, 11-16= 20 Concentrated Loads (lb) Vert: 17=-20(F)22=-4(B)23=-4(B) 24=29(B)25=25(B) 20) 41h Dead +0.75 Roof Live (unbalanced):. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5=-20, 56_ 50, 6-8=-50, 8-10=-50, 17-19=-20, 11-16=-20 Concentrated Loads (lb) Vert: 17=-28(F) 24=29(B)25=25(B) 21) Reversal: Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-60, 6-8=-60, 8-10=-60, 17-19= 20, 11-16- 20 Concentrated Loads (Ib) Vert: 17=-28(F) 24=72(B) 25=67(B) 22) Reversal: Dead +0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5=50, 5-6=-50, 6-8=-50, 8-10=-50, 17-19=-20, 11-16=-20 Concentrated Loads (lb) Vert: 17=-28(F) 24=61 (B) 25=57(B) 23) Reversal: Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plo Vert: 1-5=-20, 5-6=-20, 6-8=-20, 8-10=-20, 17-19=-20, 11-16=-20 Concentrated Loads (Ib) Vert: 17=-28(F) 24=29(B) 25=25(B) 24) Reversal: rat Dead +Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-60, 6-8=-20, 8-10= 20, 17-19- 20, 11-16=-20 Concentrated Loads (lb) Vert: 17=-28(F)24=72(B) 25=67(B) 25) Reversal: 2nd Dead+ Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5_ 20, 5-6= 60, 6-8=60, 8-10=-60, 17-19=-20, 11-16=-20 Concentrated Loads (lb) Vert: 17=-28(F) 24=72(B)25=67(B) 26) Reversal: 3rd Dead +0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-50, 5-6- 50, 66=-20, 8-10=-20, 17-19=-20, 11-16=-20 Concentrated Loads (lb) Vert: 17=-28(F) 24=61(B) 25=57(B) 27) Reversal: 4th Dead +0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plt) Vert: 1-5=-20, 5-6- 50, 6.8= 50, 8-10=.50, 17-19=-20, 11-16=20 Concentrated Loads (lb) Vert: 17=-28(F) 24=61(B) 25=57(B) 28) Reversal: Dead +0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Q WARNING -Verity designpammefemand READ NOTES ON Was AND INCLUDED MREKHEFENANCEPAGEM/N4TJ rev. 1e4V4?0f59EFONE USE. Design valid for use only with Mreld) connectors. This design Is based only upon parameters shown, and Is for an IndMdual building component, not a truss system. Before use, the building designer must verify the appllcablllty of tleslgn parameters and properly Incorporate this design Into the overall b00ding 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 slablliM and to prevent collapse with possible personal Injury and property damage. For general guldonce regarding the fabrication. storage, deltvery, erection and bracing of trusses and truss systems, seeANSVIPII Qualify Creedal b58-09 and BCSI Winding Component 6904 Parke East BNtl. Safety Iaformationmmilable from Truss Plate Institute. 218 N, Lee Street Sulte 312, Alexanchlo, VA 22314 Tampa, FL 33610 Job Truss Truss Type Gtry Ply Bell , ,1 T79696365 508977 311 ROOF SPECIAL GIRDER 1 Job Reference optional Tibbetts Lumber Company, Palm Bay, FL - 32905, 8,330 s Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:04 2020 Page 4 ID:onAgeyv7jePED8glxPexBmzEdXl-jApc DOstbW IE184fl XrWy7peHAtDrq%trOhkzaOhf LOAD CASE(S) Standard Except: Uniform Loads (pit) Vert: 1-2=45, 2-5=16, 5-6=26, 6-8=31, 8-10=16, 17-19=54(F=66), 11-16=-12 How 1-2=-53, 2-5=-25, 6-8=39 Concentrated Loads (lb) Vert: 17=-28(F) 22=-56(B) 23=51(B) 24=-60(B) 25=-63(B) 29) Reversal: Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=21,2-5=31,5-6=26,6.8=16,8-10=45,17-19=-12,12-16=-12,11-12=27 Harz: 1-2=-29, 2-5=-39, 6-8=25 Concentrated Loads (lb) Vert: 17=-26(F) 22=-85(B) 23=-73(B) 24=-99(B) 25=-93(B) 30) Reversal: Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-28, 2-5=-38, 5-6=-22, 5-8=-1, B-10=-22, 17-19=-20, 11-16=-20 Horz: 1-2=8, 2-5=18, 6-8=19 Concentrated Loads (lb) Vert: 17=-28(F) 22= 29(B) 23=-30(B) 24=-52(B) 25=-56(B) 31) Reversal: Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=9, 2-5=-1, 5-6= 22, 6-8=-38, 8-10=-22, 17-19=-20, 12-16=-20, 11-12=19 Horz: 1-2=-29, 2-5=19, 6-8=-18 Concentrated Loads (lb) Vert: 17=-28(F) 22=29(B) 23=-30(B) 24=-91(B) 25=87(B) 32) Reversal: Dead +0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=74, 2-5=45, 5-6=45, 6-8=45, 8-10=45, 17-19=-12, 11-16=-12 Horz: 1-2=-82, 2-5=-54, 6-8=54 Concentrated Loads (Ib) Vert: 17=-28(F) 22=-85(B) 23=-73(B) 24=50(B) 25=53(B) 33) Reversal: Dead+0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=45, 2.5=16, 5-6=16, 6-8=16, 8-10=16, 17-19=12, 12-16=-12, 11-12=27 Horz: 1-2=-53, 2-5=-25, 6-8=25 Concentrated Loads (Ib) Vert: 17=-28(F) 22=-56(B) 23=51(B) 24=-99(B) 25=-93(B) 34) Reversal: Dead +0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=-11, 2-5= 22, 55=-22, 6-8=-22, 8-10=-22, 17-19=-20, 11-16=-20 Horz: 1-2=-9, 2-5=2, 6-8=-2 Concentrated Loads (lb) Vert: 17=-28(Fj 22=-29(B)23=.90(B) 24=-52(B) 25=-56(B) 35) Reversal: Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-11, 2-5=-22, 55=-22, 6-8=-22, 8-10=-22, 17-19=-20, 12-16=-20, 11-12=19 Horz: 1-2=-9, 2-5=2, 6-8=-2 Concentrated Loads (Ib) Vert: 17=-28(F) 22=-29(B) 23=-30(B) 24=-91(B) 25=-87(B) 36) Reversal: Dead +0.75 Roof Live (bal.) + 0.7510.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Incmase=1.60 Uniform Loads (pIQ Vert: 1-2=-56, 2-5=-64, 5-6=-51, 6-8=-36, 8-10=-51, 17-19= 20, 11-16=-20 Horz: 1-2=6, 2-5=14, 6-8=14 Concentrated Loads (Ib) Vert: 17=-28(F) 22=-22(B) 23=-22(B) 24=-34(B) 25=-38(B) 37) Reversal: 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 (pIQ Vert: 1-2=-28, 2-5=-36, 55=-51, 6-8=-64, 8-1D=-51, 17-19=-20, 12-16=20, 11-12=9 Horz: 1-2=22, 2-5=-14, 6-8>14 Concentrated Loads (lb) Vert: 17=-28(F) 22= 22(B) 23=-22(B) 24=-63(B) 25=-61(B) 38) Reversal: Dead+0.75 Roof Live (bal.)+0.75(0.6 MWFRS Wind (Neg. Int) tat Parallel): Lumber Increase=1.60, Plate Incraase=1.60 Uniform Loads (pit) Vert: 1-2=-43, 2-5=-51, 55=-51, 6-8=-51, 8-10=-51, 17-19=-20, 11-16=-20 Horz: 1-2= 7, 2.5=1, 6-8=-1 Concentrated Loads (lb) Vert: 17=-28(F)22=-22(B)23= 22(B) 24=-34(B)25=-38(B) 39) Reversal: 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 (pit) Vert: 1-2=43, 2-5=-51, 5-6=-51, 6-8=-51, 8-10=-51, 17-19= 20, 12-16=-20, 11-12=9 Horz: 1-2= 7, 2-5=1, 6-8=-1 Concentrated Loads (lb) Vert: 17=-28(F) 22=-22(B) 23=-22(B) 24=-63(B) 25=-61(B) ,&WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MREKREFERANCEPAGEMII-7473ray. I0=2015 BEFORE USE. Design valltl for use only wIn, Mmelet, actors.fits tleslgn Is basetl only upon parametersshown, and atar an'I'duol bulltling component, not 000d a buss ryst.m. Before use, me bulltling designer must verity Me ab0ly of tledgn parameters and properly Incorporate ihLc tlevgn Into MB overall individual buss AtltliBanal femporaryantl permanent brOCing MiTek' building tlesign.&acing intlicdtetlato prevent bu<kling of web andIx chard memberaNy. Is always required far stablllN antl to prevent collapsewlm poselble personal Inlury antl property damage. For general gultlonce regpitling the f.brlcatlon, storage, tlallvery. erection and bracing of trusses and huss systems, seeANSU1P11 GYaINv CMdo, O3B49 ansl BC51 Bu1dN0 Compononl 6904 Peke Easi BNtl. Sed Nlormotbrpvallable ham Truss placeInr'nute.21BN. Lee Sheet S.".312, Alexandria,VA 2214, Tempe, FL 33610 Job Truss Truss Type City Ply Bell ' T79696368 50B977 B12 HIP 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Mar 10 202U MITek Industries, Inc. Mon Mar 16 U9:bz:UB zu2u rage 1 ID:onAgeyv7jePED8gl xPexBmzEDXI-fZxMHu26PDMYYAW B437wx1TGSy7L7x77AKW IMOhd 7-0 7-0 6. 0 19.4.0 1-0 27-8-01& 374-0.&00 70.1 1 I 3-5-0-11F1 47 0 4-4-0 4o-I Scale =1:84.9 44 = _ 4x4 — 3x4 = 5 cas 26 2a, 7 3xd % 5.00, 12 3x4 4 a 27 24 3A 25 3 4x6 9 NOP2X STP = rail Iq 2 14 aT 1 5= 13 26 27 12 11 NOP2X STP k = d 16 15 3x8 = 5xS = 4x5 = 3x6 = 3x6 = Sail = 2x4 11 7.0.0 11-7-0 15-0.0 23-5-0 27-B-0 34-8-0 7-0-0 4.7-0 3-5-0 V 4.0.0 7.0.0 Plate Offsets (X Y)-- [12:0-3-12 0-3-01 [14:0-5-12 "-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.21 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT)-0.4812-13 >859 240 BCLL 0.0 Rep Stress Incr NO WE 0.94 Horz(CT) 0.13 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.3616-19 >999 240 Weight: 197 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 2-0-0 oc puffins (3-9-1 m l 5-7. WEBS 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied or 3-1-6 oc bracing. 9-10:2x6 SP No.2 REACTIONS. (size) 2=0.8.0, 10=0.8.0 Max Hom 2=211(LC 11) Max Uplift 2=-656(LC 12), 10=-563(LC 12) Max Grav 2=1481(LC 1), 10=1385(LC 1) FORCES. (lb) -Max. ComplMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3013/2566, 3-4=-3106/2417, 4-5=-2472/1860, 5-6=-2261/1766, 6-7=-1970/1488, 7-8=-2186/1558,8-9=2398/1565, 9-10=-1309/890 BOT CHORD 2-16=-2335/2764, 4-14=-684/629, 13-14=-2067/2837, 12-13=-1446/2232, 11-12=-1359/2143, 1D-11=-209/315 WEBS 3-16=-453/370, 3-14=-38/313, 4.13— 866/876, 5-13=-506f/19, 6-12=-507/408, 7-12= 397/627,8-12=-287/233,9-11=-1198/1849,14-16=-2254/2657 NOTES- 1) Unbalanced roof live loads have been considered far this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=35ft; save=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fight exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) C-C wind load user defined. 4) Provide adequate drainage to prevent water pending. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members, with BCDL = I0.Opsf. 8) Bearing at joint(s) 10 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 6561h uplift at joint 2 and 563 lb uplift at Joint 10. 10) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10. 11. 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28lb down at 11-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) 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 Except: E N `SF<��,,��: No 68182 :p% S PR F :�411 N Al % ��//11111111\\\ Joaquin Velez PE No.68182 Mirek USk Inc. FL Cad 6834 6M Parke East Blvd. Tampa FL 33610 Data: March 16,2020 �smtlnued on arms2 Q WARNING -VerilydeslSnpammefer4end READ NOTES ON TWSAND INCLUDED MITENREFERANCEPAGEMI47473mv iW0.Y1c15BEFORE USE. Design valid for use only with MITe'x® connectors. ibis design Is based only upon parameters shown. and Is for on Individual building component. not ��- a rare system. Baton use, me building designer must verify the applicability of design parameters and properly Incorporate this dosign Into Me overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members Chilly. Additional temporary and permanent tracing MiTek' 8 olwoys required for stabllny and to prevent collapse with possible pawnor injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seemSVWII Quo I Criteria. DSB49 and SCSI Building Component 312. AlexVA 22 14. 6904 Parke East Blvd. Tampa, FL 33610 Safety Informatbrgvallable from Truss Plate Institute. 218 N. Lee Shandria. Street. Suite Job Truss Truss Type OIS' Ply Bell • T19696366 508977 B12 HIP 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 S Mar 1 U 2U2U MI I eK Inausime9, Inc. Mon Mar 1 a U9:5Z:Ua 2U2U rage Z ID:onAgWiePEDBglxPexBmzEdXl-fZxMHu26PDniYYAW B437Wx1TGSy7L7x77AKW iemOhd LOAD CASE(S) Standard Except: 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-60, 7-9=-60, 15-17=-20, 10-14=-20 Concentrated Loads (lb) Vert: 15=-28(F) 2) Dead +0.75 Root Live (balanced) +0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1-5=-50, 5-7=-50, 7-9=-50, 15-17- 20, 14-26= 20, 26-27=-50, 10-27=-20 Concentrated Loads (Ito) Vert: 15=-211 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Unicorn Loads (pIQ Vert: 1-5_ 20, 5-7=-20, 7-9=-20, 15-17=-40, 10-14=-40 Concentrated Loads (lb) Vert: 15=-28(F) 4) Dead +0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=116, 2-20=70, 5-20=47, 5-23-64, 7-23=53, 7-24=70, 9-24=47, 15-17=54(F=66), 10-14=-12 Harz: 1-2=-125, 2-20=-78, 5-20=-56, 7-24=78, 9-24=56 Concentrated Loads (lb) Vert: 15=-28(F) 5) Dead +0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=37, 2-21=47, 5-21=70, 5-22=53, 7-22=64, 7-25=47, 9-25=70, 15-17=-12, 10-14=-12 Harz: 1-2=-45, 2-21=-56, 5-21=-78, 7-25=56, 9-25=78 Concentrated Loads (lb) Vert: 15=-28(F) 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-3, 2-5=-47, 5-7=-42, 7-9=-47, 15-17=-20, 10-14=-20 Hoe: 1-2=-17, 2-5=27, 7-9= 27 Concentrated Loads (Ih) Vert: 15=-28(F) 7) Dead +0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-37, 2-5=-47, 5-7=-42, 7-9=47, 15-17= 20, 10-14=-20 HIM 1-2=17, 2-5=27, 7-9=-27 Concentrated Loads (lb) Vert: 15=-28(F) 8) Dead +0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.6% Plate Increase=1.60 Uniform Loads (plQ Vert: 1-2=46, 2-5=17, 5-7=26, 7.9=31, 15-17=-12, 10-14=-12 Ham: 1-2=-54, 2-5=-26, 7-9=39 Concentrated Loads (Ito) Vert: 15=28(F) 9) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=21, 2-5=31, 5-6=26, 6-7=45, 7-9=17, 15-17=-12, 10-14=-12 Horz: 1-2= 29, 2-5=-39, 7-9=26 Concentrated Loads (lb) Vert: 15=-28(F) 10) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=-27, 2-5=-37, 5-7=-22, 7-9=-1, 15-17=-20, 10-14=-20 Ham: 1-2=7, 2-5=17, 7-9=19 Concentrated Loads (Ito) Vert: 15=-28(F) 11) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 2-5- 1, 5-7=-22, 7-9=-37, 15-17=-20, 10-14=-20 Ham: 1-2=-29, 2-5=-19, 7-9- 17 Concentrated Loads (lb) Vert: 15=-28(F) 12) Dead +0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=74, 2-5=45, 5-7=45, 7-9-45, 15-17=-12, 10-14=-12 Holz: 1-2=-82, 2-5=-54, 7-9=54 Concentrated Loads (lb) Vert: 15=-28(F) 13) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Wads (plQ Vert: 12=45, 2-5=16, 5-7=16, 7-9=16, 15-17= 12, 10-14=-12 Harz: 1-2=-53, 2-5=-25, 7-9=25 Concentrated Loads (lb) Vert: 15=-28(F) Co tmu cl on oace 3 O WARNING -Ver/ry desr a u;.mafareand READ NOTES ON TNISANO INCLUDED MITEKREFERANCEPAGEMIF74T3 my. ISTr r6 BEFORE USE Design valid for use only with MmekO connectors. This design Is based only upon parameters shown, and Is for an IncMdual bullding component, not a trim system. Before use, the bustling designer must venty the opplicolatty of desgn parameters and properly Incorporate tnw design into he overall building design. Bracing Indicated is to prevent buckling of indMduoi truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse witn possible personal Injury and property damage. For general guldonce regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSVIPII Quality Cdfedo, DSB-09 and SCSI Building Component 69M Parke East Bind. Safety Informatbnovolloble from Truss Plata Institute, 218 N. Lee Street, Sulte 312, Alexcndrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oly Ply Bell ,1 T19696366 508977 B12 HIP 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL- 32905, 8.33D s Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:06 2020 Page 3 ID:onAgeyv7jePEDBgl xPexBmzEdKl-fZxMHu26PDniVYAW B43?=ITGSy7L7x7?AKWlcmOhd LOAD CASE(S) Standard 14) Dead +0.6 MWFRS Wind (Neg. Internal) tat Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2- 11, 2-5=-22, 5-7=-22, 7-9=-22, 15-17=-20, 10-14=-20 Harz: 1-2=-9, 2-5=2, 7-9=-2 Concentrated Loads (lb) Vert: 15=28(F) 15) Dead +0.6 MW FRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2_ 11. 2-5=-22, 5-7=-22, 7-9=-22, 15-17= 20, 10-14=-20 Holz: 1-2=-9, 2-5=2, 7-9=-2 Concentrated Loads (lb) Vert: 15=-28(F) 16) Dead+ Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-5=-20, 5-7=-20, 7-9=-20, 15-17= 20, 14-26=-20, 26-27=-60, 10-27=-20 Concentrated. Loads (Ib) Vert: 15=-28(F) 17) Dead +0.75 Roof Live (bal.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MW FRS Wind (Neg. Int) Lett): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=55, 2-5=-63, 5-7=-51, 7-9=-36, 15-17=-20, 14-26=.20, 26-27=-50, 10-27=-20 Horz: 1-2=5, 2-5=13, 7-9=14 Concentrated Loads (lb) Vert: 15=-28(F) 18) Dead +0.75 Roof Live (bal.) +0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=-28, 2-5=-36,5-7=-51, 7-9=-63, 15-17=-20, 14-26=-20, 26-27=-50, 10-27=-20 Horz: 1-2=-22, 2-5_ 14, 7-9- 13 Concentrated Loads (lb) Vert: 15=-28(F) 19) Dead+0.75 Roof Live (bal.) +0.76 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=-43, 2-5=-51, 5-7=-51, 7-9=-51, 15-17=-20, 14-26=-20, 26-27=-50, 10-27=-20 Hoe: 1-2=-7, 2-5=1, 7-9---1 Concentrated Loads (lb) Vert: 15=-28(F) 20) Dead +0.75 Roof Live (bal.)+0.75 Uninhab. Attic Storage + 0.75(0.6 MW FRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-43, 2-5=-51, 5-7=-51, 7-9=51, 15-17=20, 14-26=-20, 26-27=-50, 10-27=-20 Horz: 1-2= 7, 2-5=1, 7-9=1 Concentrated Loads (lb) Vert: 15=-28(F) 21) 1st Dead +Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5=-60, 5-7=-60;7-9=-20, 15-17=-20, 10-14=-20 Concentrated Loads (lb) Vert: 15=-28(F) 22) 2nd Dead+ Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-5=-20, 5-7=-60, 7-9=50, 15-17=-20, 10-14=-20 Concentrated Loads (Ib) Vert: 15=-28(F) 23) 3rd Dead +0.75 Roof Live (unbalanced) +0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-5=-50, 5-7=50, 7-9=-20, 15-17=-20, 14-26=-20, 26-27=-50, 10-27=-20 Concentrated Loads (lb) Vert: 15=-28(F) 24) 4th Dead +0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5=-20, 5-7=-50, 7-9= 50, 15-17=-20, 14-26=-20, 26-27=-50, 10-27=-20 Concentrated Loads (lb) Vert: 15=28(F) Q WARNING -VeNNdaalgnpam aferaand BEAD NOTES ON THIS AND INCLUDED MREKBEFENANCEVAGEMP-74M.V.. 1D 01S BEFORE USE. Design valid forum only with Mnek®connectors. Fall; design is based only upon parameters shown, and is for an Individual building component, not Wt a thus syslem. Before use, the building designer must verify the applicability of design perometers and properly Incorporate this design Into the overall Bracing Indicated 6 bucNing Individual buss web chord members only. Additional temporary and permanent bracing MiTek' building design. to prevent of and/or Is always required for stablily 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 muss systems, meANSVTP11 GualI CMnlo, D3549 and BCSI Building Component 6904 Parke East Blvd. Safely Nformalbrr valloble from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22 14. Tampa, FL 33610 Job Truss Truss Type Ply BellT79fi9fi3fi7 r SOB977 513 HIP 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL-32905, 8.330 s Mar 10 2020 Inc. Mon Mar 16 09:52:07 2020 scale = 1:70.0 5x6 = 2x4 II El = uh Iq 0 14 13 12 11 10 3x6 = 2x4 11 54 = 3xe = 5xe = 2x4 It axis 77--o-LIP 0 38-8-0 o 280 30fi 7-D-D 1 Plate Offsets (X Y)— 14:0-3-0 0-2-41 16:0-3-0 0-2-41 111:0-3-00-3-01 113:0-3-0 OJ-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(L-) -0.24 12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.5111-12 >917 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(CT) 0.17 8 Na Na BCDL 10.0 Code FBC2017rrP12014 Maldl Wind(ILL) 0.32 12 >999 240 Weight: 196111 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=0-8-0, 8=0-8-0 Max Horz 2=223(LC 11) Max Uplift 2=-745(LC 12), 8= 745(LC 12) Max Grav 2=1630(LC 1), 8=1630(LC 1) FORCES. (Ih) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3401/1883, 3-4=-2760d1615, 4-5= 2783/1713, 5-6=-2783/1713, 6-7=-2766/1615, 7-8=-3401/1883 BOT CHORD 2-14=-l605/3081, 13-14=-1605/3081, 12-13— 1165/2457, 11-12=-1182/2457, 10-11=-1622/3081, 8-10=-1622/3081 WEBS 3-14=0/258, 3-13=-742(486, 4-13=-152/469,4-12=-285/571, 5-12=-433/400, 6-12=-285/571,6-11=-152/469,7-11=-743/486, 7-10=0/258 Structural wood sheathing directly applied or 2-5-1 cc pudins, except 2-0-0 cc puffins (2-10-0 max.): 4-6. Rigid ceiling directly applied or 2-2-0 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vull60mph (3-second gust) Vasd=124mph; TCDL=4.2psY BCDL=6.Opsh h=15ft; B=45ff; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=C.18; MW FRS (directional) and C-C Exterior(2) -1-0-11 to 2-5-12, Interior(1) 2-5-12 to 13-0-0, Exterior(2) 13-0-0 to 18-5-10, Interior(1) 18-5-10 to 25-8-0, Extedor(2) 25-8-0 to 31-1-10, Interior(1) 31-1-10 to 40-0-11 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pst bottom chord live lead nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7451b uplift at joint 2 and 745111 uplift at joint B. 8) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. .�°��°Pac'E No 68182 9 S OF : 441 Z Joaquin Velez PE No.68182 MITek USA, Inc. R Cent66M M Parlm East Blvd. Tampa R.33610 Date: March 16,2020 Q WARNING- Whilydeegnparamefers and READNOTES ON TNIBANOWCLUDEDMREKREFERANGE PAGE MO-7473rev. 10Aa201SBEFORE USE Design valid for use only with Meek® 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 Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- prevent of Is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fc brloaflon. storage. delivery. erection and bracing of trusses and truss systems, seeANSUryt1 Qual criteria. 05e-89 and IICSI Sa9dli Component 69M Parke East BNd. Safety Infoanallonevalloble from Truss Plate Institute, 218 N. tee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type y Ply BellT19696368 508977 B14 Hip F 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL-32905, 8.330 a Mar 102020 MITek Industries, Inc. Mon Mar 5X6 = 15 14 3,, = 2x4 5xB = 30 = 3x4 = 5x6 3x4 = 5x8 = 2.4 II 7-0-0 11-0-0 19.4.0 2T-8-0 31-8-0 38-8-0 7-0-0 4-0-0 ~ 8-0-0 8-4-0 4.0.0 7-0-0 3x6 = Scala=1:70.0 Plate Offsets (X Y)-- 14:0-3-0 0-2-41 17:0-M 0-2-41 [12:0-2-12 0-3-0] [14:0-2-12 0-M1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Well L/d PLATES GRIP TCLL 20.0 Prate Grip COL 1.25 TC 0.83 Ved(LL) -0.26 13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.5712-13 >812 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Hom(CT) 0.17 9 Na Na BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.35 13 >999 240 Weight: 193111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 12-14:2x4 SP SS BOT CHORD WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Hom 2=-192(LC 10) Max Uplift 2=-745(LC 12), 9=-745(LC 12) Max Grav 2=1630(LC 1), 9=1630(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3385/1904, 3-4=-2923/1716, 4-5=-2643/1631, 5-6— 3229/1889, 6-7=-2643/1631, 7-8= 2923/1716,8-9=-3385/1904 BOT CHORD 2-15_ 1617/3062, 14-15=1617/3062, 13-14=-1586/3175, 12-13=1591/3175, 11-12= 1634/3062,9-11=-1634/3062 WEBS 3-14=-576/419,4-14=-415/669, 5-14=-789/466,6-12=-789/466,7-12=-415/869, 8-12=-577/418 Structural wood sheathing directly applied or2-2-0 cc puffins, except 2-0-0 cc puffins (3-0-8 max.): 4-7. Rigid ceiling directly applied or 2-2-0 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 2-5-12, Interior(1) 2-5-12 to 11-0-0, Exterior(2) 11-0-0 to 16-6-11, Interior(1) 16-6-11 to 27-8-0, Exterior(2) 27-8-0 to 33-1-10, Intedor(1) 33-1-10 to 40-0-11 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 745111 uplift at joint 2 and 745 lb uplift at joint 9. 8) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. ,`.�oPQVIN Ng�;1 No 68182 :9 ST EO%� //III IIIII\ Joaquin Velez PE No.68182 MRek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa R. $3610 Data: March 16,2020 O WARi wvVy dealgn pims.sters end READ NOTES ON THIS AND INCLUDED MREK REFERANCEPAGE MIP74M rev. 111,19=15BEFOREUSE. Design valid for use only with MneM connectors. Thls design Is based any upon parameters shown, and Is for on Individual building component, not a truss system. Before use. the building designer must verity the applicability of design parameters and property Incorporate mis design Into the overall building design. Bracing Indicated is to prevent budding of Individual muss web and/or chord members only. Additional temporary and permanent bracing M!Tek* Is always required for stability and to prevent collapse with possible porsonol Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of musses and muss systems. weANSVTPll CuaBW Criteria. DSB49 and BCSI Building Component 6904 Parke Eest Blvd. Safety Informatbmvolloble from Truss Plate Institute. 218 N. Lee Smeat Suite 312 Alexandria. VA 22 14. Tampa, FL 33610 Job Truss Truss Type Ply Bell ,Oty T79fi96369 508977 B15 Hip 1 1 Job Reference (olAbonaft I looms Lumber company, calm bay, rL- 329Ub, 8.33U a Mar lU "LULU MI I ex Inc. Man Mar TB UB:b2:Ue LULU 5x6 = 3xB = 5.00 12 4 23 24 26 6 Sx6 = 5x6 = 6 96 27 28 7 M4 NOP2%STP= 3 6 rag N011SIT 22 21 30 p 9 0 14 13 12 11 axe = 3xB = Sx6 = 5xB = 3x4 = rl7 3x6 = Scale=1:70.0 e LOADING (psf) TCLL 20.0 TCDL 10.0 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. DEFL. in (too) Vdefl L/d TC 0.73 "Bit-0.32 12-13 >999 360 BC 0.97 Ved(CT) -0.66 12-13 >698 240 W B 0.75 Horz(CT) 0.17 9 Na Na Matrix -MS Wind(LL) 0.4212-13 >999 240 PLATES GRIP MT20 244/190 Weight: 187 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc purins, 4-6,6-7: 2x4 SP SS except BOT CHORD 2x4 SP SS *Except* 2-0-0 oc purlins (2-10-5 max.): 4-7. 12-13: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1Row at mil 5-14 REACTIONS. (size) 2=0.8-0, 9=0-8-0 Max Horz 2=-161(LC 10) Max Uplift 2=-745(LC 12), 9=-745(LID 12) ' Max Gray 2=1630(LC 1). 9=1630(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3388/1966, 34=-3144/1812, 4-5= 2827/1697, 5-6=-3877/2244, 6-7=-3877/2244, 7-8=-3143/1812, 8-9=-3388/1966 BOT CHORD 2-14=-1681/3088, 13-14=-1956/3874, 12-13- 1956/3874, 11-12=-1421/2848, 9-11=-1699/3088 WEBS 3-14=-336/354, 4-14=-439/934, 5-14=-12831703, 5-13=0/266.6-12=-440/418, 7-12=-691/1266, 7-11=-142/425, 8-11=-338/355 1�/� 10I� NOTES- Unbalanced live loads have been for design. \%t.% U(N ��( �j 1) roof considered this BCDL=6.Opsf; h=15ft; B=45ft; L=39N; Cat. %% �P` • J E N S'•. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; cave=5ft; `�� •• �C V F ••• II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-11 to 2-5-12, Interior(l) 2-5-12 to 91 Exted.or(2) 9-0-0 to 14-5-10, Intefior(1) 14-5-10 to 29-8-D, Exterior(2) 29-8-0 to 35-1.10, trill 35-1-10 to 40-0-11 zone; cantilever left and right NO 6818 exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 * : •: 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. "O : Z 6) ' This truss has been designed for a live load of 201 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide O ;• O F : ��/� will fit between the bottom chord and any other members. 7) Poro' iide mechanical connection (by others) of truss to bearing plate capable of withstanding 745lb uplift at joint 2 and 745lb uplift at 0 00 ••7� P,`C?�=�•` O R `O 9. 8) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. \/L��SS/O N .... % 41111111111111\ Joaquin Velez PE No.68182 MITek USA. Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 16,2020 O WARNING -VedlydesignparamefemanCREAD NOTES ON TN/SAND INCLUDED MmE1(REFERANCEPAGEW74"wv. 1aDa4W5B£FOREUSE. Design valid for use only with Mnei connectors. This tleslgn Is based only upon parameters shown, and Is for an IndNlduol building component, not ��- a truss system. Before use, the building designer must verify me applicability of design parameters chat properly Incorporate this design Into the overall building design, Bracing Indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possible personal injury and property dcmoge. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems. seeANSVrPII Qua fM Criteria, D5349 and BC51 Building Component 6904 Fade East Blvd. Safety Informationavolloble from Truss Plate Insteute, 218 N. Lee Skeet, Suite 312, Alexcndrlo, VA 22 TI4. Tampa, Fl. 33610 Job Truss Truss Type OtY Ply Bell ' T79696370 508977 016 HIP GIRDER 1 2 Job Reference (options!) 1101i Lumber DOmpany, Palm Bay, FL-32905, 8.330 s Mar 10 2020 MiTek Inc. Mon Mar 16 09:52:14 2020 Scale =1:70.0 Special NAILED US = 2.4 II 5.00 12 NAILED NAILED NAILED NAILED NAILED NAILED NAILED 718 = NAILED NAILED 2x4 II NAILED NAILED Special 6x6 = 14 31 32 13 33 34 12 35 36 11 37 38 10 NOP2X STP = 2.4 II NAILED 7,14 MT20HS = NAILED 2.4 II NAILED 7x14 MT20HS = NAILED 2x4 II NOP2X STP = 4xB = HJC26 NAILED NAILED NAILED NAILED NAILED NAILED NAILED HJC26 4x6 = NAILED -.-1-2 19.-0 N.-4 3-8-0 1.2 24I 2114770000 163fi 38-8-0 Plate Offsets (X,Y)-- [2:0-2-5,0-0-01,13:0-3-0,0-2-9],[5:0-4-0,0-4-81.17:0-3-0,0-2-91,18:0-2-5,0-0-31 rl l:0-7-00-0-81 113:0-7-0 04-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well Ud PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.86 Vert(LL) -0.43 12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Ven(CT) -0.87 12 >531 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO W B 0.49 Hcrz(CT) 0.17 8 We n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.57 12 >807 240 Weight: 462 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except* TOP CHORD Structural wood sheathing directly applied, except 3-5,5-7: 2x6 SP No.2 2-0-0 oc pudins (4-3-8 max.): 3-7. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or a-5-11 oc bracing. 11-13: 2x6 SP OSS WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Hom 2=-130(LC 23) Max Uplift 2— 1425(LC 8), 8— 1425(LC 8) Max Gmv 2=3322(LC 1), 8=3322(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-7970/3206, 34=-11095/4555, 4-5=-11091/4551, 5-6=-11091/4551, 6-7=-1109514555, 7-8=-7970/3206 BOT CHORD 2-14=-2813/7297, 13-14=-280817259, 12-13=-4922/12498, 11-12=4922/12498, 10-11=-2808/7259, 8-10=-281X7297 WEBS 3-14=-87/800, 3-13— 1705/4322, 4-13=-887/663, 5-13— 1566/626, 5-12=01592, 5-11— 1566/626,6-11=-887/663,7-11=-1705/4322, 7-10=87/800 11 NOTES- p���IpUIN,►iF���i� 1) 2-ply truss to be connected together with 10d (0.131°x3°) nails as follows: ,% OQ. '6. I� Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. `�� J ; GE N S`'• �01 Bottom chards connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. V F•'•• Webs connected as follows: 2x4 - i row at 0-9-0 oc. NO 68182 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. * :• •: 3) Unbalanced mot 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.Opsh h=1511; B=45ft; L=39ft; eave=5ft; Cat. = •O : ir 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 �±0 ; S#Tn' F : W 5) Provide adequate drainage to prevent water pending. Z 6) All plates are MT20 plates unless otherwise indicated. �� T''.'CQ-:.N 7) This truss has been designed for a 10.0 pall bottom chord live load nonconcunent with any other live loads. �i�C� •'• �� % 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �I SLS� • •"' • • •�� ��% will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1425 lb uplift at joint 2 and 1425 Its uplift at joint 8. Joaquin Velez PE No.68182 10) Graphical pudin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. MITek USA, Inc. FL Cert 6634 11) Use LISP HJC26 (With 16-16d nails Into Girder & 1Od nails into Truss) or equivalent spaced at 24-74 Do max. starting at 7-0-6 6904 Parke Fast Blvd. Tampa R.33610 from the left end to 31-7-10 to connect truss(es) to back face of bottom chord. Date: 12) Fill all nail holes where hanger is in contact with lumber. March 16,2020 QWARNPIG-Vedlydeagnpommeten:and FFADNO7ESONMWAND/NCLUDEDMREKBEFERAA'CEPAGEMIL74YJrev.16 OISB£FOFEUS£ Design volid for use only will, MOek�connociors. 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 verity the asselcoblllry, of design parameters and properly Incorporate this design Into the overall bulltling❑esign. Bracing lndlcated is to prevent budding 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 daasm.age. For general guldonco regarding the e. delivery,and of trusses and DSedV and BC31 Bu1Lh0 Component 1oble tandtal, Eas Ntl. FL VA 22314.MAM, from Truss Plate Iclan SabM krormoallorpv nstitute, 218 N. We Shoot, Sulte 312, Ale Tampa, 33610 Job Truss Truss Type Dty Ply Bell r T79696370 508977 B16 HIP GIRDER 1 2 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL-32905, 8.330 s Mar 102020 MiTek Industries, Inc. Mon Mar 1609:52:14 2020 Page 2 ID:onAgeyv7lePED8gl xPexBmzEDXI-05POydBBW gnZVno3fmCtFDMr7gl RDsyl gOGxi DmOhV NOTES- 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 209111 dawn and 2861b up at 7-0-0, and 209 lb down and 286 lb up at 31-8-0 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=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-7=60, 7-9=60, 2-8=-20 Concentrated Loads (Ib) Vert: 3=-132(B) 7=-1 32(B) 14=-425(B) 13=-69(B) 4=-121 (B) 5=-241(B) 12=-137(B) 11=69(B) 6=-121(B) 10=-425(B) 19=-121(B) 21=-121(B)23=-121(B) 24=-121(B) 25=-121(B) 26=-121(B) 28=-121(B)30=-121(B)31=-69(B) 32=-69(8) 33— 69(B) 34=-69(8) 35=-69(B)36=-69(B) 37=-69(B) 38= 69(B) QWARNING-VedNdesl9aparemefersand READ NOTES ON 7HMAND INCLUDED MREKREFERANCEPAGEMIF7473re, IMMO15DEFONE USE. Design valid for use only with Mile& connectors. This tleslgn Is based only upon parameters shown. and Is for an Individual building component, not a truss system. Before use, the building designer must verify Me applicability of tleslgn 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 stoblllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of fusses and truss systems, seeANSVTP11 Quality CMeda, D9049 and BCSI Euldbg Component 6904 Parke East Blvd. East0 Safety Informatbnwalloble from Truss Plate Institute. 218 N. Lee Sheet, Suite 312, Alexandria. VA 22314. Tam e, FL p Job Truss Truss Type Oty Ply Bell ' T19696371 508977 C1 � Half Hip Girder 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL- 32905, 8.330 s Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:25 2020 Page 1 i8glxPexBmzEdXl-cDaYGOH1 w2A7KT7AOavSCA(kD6S7100vMe01wOmOhK Scale = 1:42.7 6x12 MT20HS= NAILED NAILED NAILED Special NAILED NAILED 2.4 11 NAILED NAILED Bx8 = NAILED NAILED 4x4 II 3x6 = 2X4 II NAILED NAILED 5x8 = NAILED NAILED 20 11 NAILED NAILED NOP2X STP= Special NAILED NAILED 6.6 = 10-1-1i-23.4.0Ot4&1-19r05 I a.dA Plate Offsets (X,Y)-- f2:0-0-10,Edgel, r3:0-8-8,0-2-41, f5:0-4-0,0-4-81 r9:0-3-8,0-3-01 LOADING (psQ SPACING- 2-M CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.53 8-9 >522 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) .0.42 8-9 >666 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WE 0.63 Hom(CT) -0.12 7 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MS Weight: 126 lb FF=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' BOT CHORD 2-9: 2x4 SP SS WEBS WEBS 2x4 SP No.2 *Except* 6-7: 2x6 SP No.2 REACTIONS. (size) 7=0-8-0, 2=0-8-0 Max Hoa 2=155(LC 25) Max Uplift 7=-1405(LC 8), 2=-1435(LC 8) Max Gary 7=1435(LC 1), 2=1444(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -Aft forces 250 (ID) or less except when shown. TOP CHORD 2-3=-2776/2716, 3-4=-4018/3982, 4-5=-4015/3979, 6-7=-337/298 BOT CHORD 2-10=-2527/2499, 9-10=-2514/2490, 8-9=-3109/3153, 7-8=-3109/3153 WEBS 3-10=-201/300, 3-9=-1556/1659,4-9=-612/527,5-9=-929/909, 5-8=-269/379, 5-7=3170/3124 Structural wood sheathing directly applied or 3-0-7 oc puffins, except end verticals, and 2-0-0 oc pudins (3-2-15 max.): 3-6. Rigid ceiling directly applied or 3-0-0 oc bracing. i Row at Ill 3-9, 5-7 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=6.Opst h=15ft; B=45ft; L=24ft; eave=4ft; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1405 lb uplift at joint 7 and 1435111 uplift at joint 2. 8) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 9) 'NAILED' indicates 3-1 Od (0.148'x3') or3-12d (0.148'x3.25') toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1701b down and 303Ila up at 5-0-0 on top chard, and 95 lb down and 207 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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 PQuIN 111" 11 .,. No 68182 � r 9 S OF rr���ntc. O R 1 P ��Z. ,ONA� �r1`�p 01 Joaquin Velez PE No.68182 MITek LIS& Inc. FL Cart 6634 6904 Padm Fast Blvd. Tampa FL 33610 Date: March 16,2020 -onfinued on mace 2 O WARNING -Versydesign parametetsend BEAD NOTES ON MIS AND INCLUDED MNEKREFEBANCEPAGEMIP74Mmre 111,10:12elSBEFOREUSE Design valid for use only with MSek® connectors. This design Is based only upon porcmaters shown and Is for an Individual building component, not �'- a truss system. Before use, the building designer must verity the appllcablllfy of design Pcrameters 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 stabllity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobrlcotion, storage. delivery, erection and bracing of trusses and truss systems seeANSVTPII CuaIMV CMeM, DSB49 and SCSI Bultlhp Component Safety Inlormotbrxrvoiloble from Truss Plate Institute. 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. 6904 Parke East BHd. Tampa, FL 33610 Job Truss Truss Type Oty Ply Bell T19696371 508977 C1 Half Hip Giber 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL- 32905, 8.330 s Mar 102020 MiTek Industries, Inc. Mon Mar 16 09:52:26 2020 Page 2 ID:onAgeyv7jePEDegl xPexBmzEdXl-4PBwUkHfhMlsxdiMMHOhk9svzW oM1 Ff3blAaSSwOiJ LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (PI) Vert: 1-3=-60, 3-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 3=-123(B) 6=-83(B) 10=-65(B) 9=-30(B) 4=-54(B) 5=-54(B) 8=-30(B) 17=-54(B) 19— 54(B) 20=-64(B) 22=64(B) 24=-54(B) 25=-54(B) 26=-30(B) 27=.30(B) 28=-30(B) 29=-30(B)30=-30(B)31=-30(B) Q wmNOia- Venry, design paremehrs enJNEAONOTES ON WISANO INCLUDED MmEKNEFENANCEPAGEM674n.2.. 10=201SVEFONEUSE Design valld for use only with MBeIW connectors. fiB design 3 based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters antl properly Incorporate me design Into Me overall building design. Bracing Indicated is to prevent buckling of Indvidual}mss web and/or chord members only.. Additional temporary and permanent bracing MiTek' Is always requlredfor goblin and to prevent collapse with possible personal lnlury and property damage. For general guidance regarding the fabrication. storage. delivery, erection and bracing of trusses and Truss systems, seeAN51/IP11 Cuallh Cleric. DS349 and ICSI Building Component 69M Parke East Blvd, Sabty Nformallonavolloble from Truss Plate Institute. 218 N. Leo Street Suite 312. Alexontlda VA 22 14. Tampa, FL Met Job Truss Truss Type Ply BellT19696372 508977 CJ1 ComerJack Py 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL-32905, 8.330 s Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:26 2020 Page 1 I D:onAgeyv7jePEDBg 1 xPexBmzEdXI-4PBwUkHfhMlsxdiMMHOhk9s30 W Oi 1 OX31bIAaSSzaOhJ 3x4 = Scale = 1:6.7 Plate Offsets (X Y)-- 12:0-1-14 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (roc) Well Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 5 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 5 >999 240 BCLL 0.0 ' Rep Stress [net YES WB 0.00 Hoa(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC20171-rP12014 Matrix -MP Wind(LL) -0.00 5 >999 240 Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Hom 2=70(LC 12) Max Uplift 3=.2(LC 1), 2=-198(LC 12), 4= 17(LC 1) Max Grav 3=20(LC 12), 2=102(LC 1), 4=43(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structure[ wood sheathing directly applied or 1-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ac bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsh h=15ft; B=45ft; L=24ft; eave=oft; 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) All plates are MT20 plates unless otherwise indicated. 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 36-0 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 2 lb uplift at joint 3, 198 lb uplift at joint 2 and 17 lb uplift at joint 4. aUN c'eiu V��F'f4p'�. No 68182 9 S. #OF ��TP : Z4u Joaquin Velez PE No.68182 Mlfek USk Inc. FL Cart 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: March 16,2020 OWARNWG-Vedtydesl9nParamefersand READNOTES ONTNISANDWCLUDEDMRKREFERANCEPAGEM674".V.. fa=aOISBUOREUSE Design valid for use only with MRoM connectors. This design Is based only upon parameters shown, and Is for an IncMdual bulltling component, not �'- o tiuss system. Before use, the building designer must verity the applicability of design parameters antl properly Incorporate this design Into the overall bulltling design. Bracing Indicated is to prevent buckling of lndNldual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with pos9ble personal Injury and property damage. For general guldonce regarding the fabrication. storage, delivery. erection and bracing of trusses and new systems, seeANSVIPII CuoOy Cr6nb, DS349 and [CSI Building Component 69U Parke East Blvd. Safety Infomm6omovarciale from Trust Plate Institute, 21 a N. Lee Street Suite 312, Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply Bell r T19696373 508977 CAE Comer Jack 2 1 Jab Reference (optional) Tibbetts Lumber Company, Palm Bay, FL-32905, 8.330 s Mar 10 2020 MITek Industries, Inc. Mon Mar 16 09:52:27 202U Page 1 ID:onAgeyv7lePE08gl xPexBmzEdxl-YciJh411SgOjZnHZw_xwHMPE8wJ8mmCgyv7?umOhl 2x4 = Scale =1:6.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Visit -0.00 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.21 Vert(CT) -0.00 5 >999 240 BCLL 0.0 ' Rep Stress [nor YES W B 0.00 Horz(CT) 0.00 3 r/a rare BCDL 10.0 Code FBC2017/rP12014 Matdx-MP Wlnd(LL) 0.00 5 >999 240 Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10 Max Hors 2=70(LC 12) Max Uplift 3=-11 B(LC 1). 2=-306(LC 12) Max Gray 3=171(1-C 12), 2=281(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0ps1; h=15f1; B=45N; L=24D; eave=4N; 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 farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumant with any other live loads. 4) • This truss has been designed for a live load of 21 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 118 Ib uplift at joint 3 and 306 Ib uplift at joint 2. No 66182 'Till Joaquin Velez PE No.68182 Mfrek USA, Inc. FL Cert 6634 691N Parke East Blvd. Tampa R.33610 Date: March 16,2020 Q WARNING- Verily design parameters and HEAD NOTES ON TN/SAND INCLUDED MREKREFERANCEPAGE OP74M rev. 10632015BEFOREUSE. Design valid for use only with MOek®connectors. fits 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 tleslgn parameters antl properly Incorporate this design Into the overall buckling lncMdual truss only. Additional temporary and permanent bracing We[( building design. Bracing Indicated is to prevent of web and/or chord members 4 olways required for slablllty 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 from systems. weANSVIPII Cual ! Cill D3349 and aBuildingC31 Building Component 22 69N Parke East BNd. Tampa, FL N610 Safety Nfonnationavailable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 14, Job Truss Truss Type Oty Ply Bell ,12 T79696374 508977 CJ3 Comer Jack 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL-32905, 8.330 a Mar 102020 MiTak Industries, Inc. Mon Mar 1509:52:27 2x4 = Scale=1:10.9 Plate Offsets (X Y)-- 12:0-0-2 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 4-7 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Wmd(LL) -0.00 4-7 >999 240 Weight: 12 Ile FT=20% LUMBER - TOP CHORD 2x4 SP No.2 GOT CHORD 2x4 SP No.2 REACTIONS. (size) 3--Mechanical, 2=0-8-0, 4=Mechanical Max Hom 2=113(LC 12) Max Uplift 3=-47(LC 12), 2= 165(LC 12) Max Grav 3=69(LC 17), 2=221(LC 1), 4=50(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=241t; eave=4ft; Cal. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 2-11-4 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) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 471b uplift at joint 3 and 1651b uplift at joint 2. No 68182 9 S OF ' 44/Z '�0c�' P,'?�J --,, ,O N A„ % Joaquin Velez PE No.68182 MRek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 16,2020 QWARNING-Vedfydeegnparametems BREAD NOTES ON MSANDWCLUDEDMREKREf RANCEPAGEMl}74nmv. 110D30015BEFOREUSE Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for an IndNldual bulding component, not ��- a truss system. Before use, the building designer must verify me applicability of design parameters and properly Incorporate this design Into me overall building design. Bracing Indicated is to prevent buckling of lndlvlduai truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability, and to prevent collapse with possible personal Injury and property damage, For general guldonce regarding the storage, delivery, erection and bracing of huees and truss systems. seeANSVIPIi Cual QBoft. 05Bd9 and BCSI Building Component 6904 Parke East Blvd.fabricatlon, Safety Informat ima ciicbie from True Plate Imiitute, 218 N. Lee Sheet. Su9e 312, Alexandri¢ VA 22 14. Temps, FL 33610 Job Truss Thus Type Ory Ply Bell • T19696375 508977 CJ3E CORNER JACK 2 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Mar 10 2020 MiTak Industries, Inc. Mon Mar 16 09:52:28 2x4 = LOADING (psU SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Von(LL) 0.01 4-9 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Ved(CT) -0.00 4-9 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 3 Na Na BCDL 10.0 Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT-CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Hoa 2=113(LC 12) Max Uplift 3=-44(LC 12), 2=-250(LC 12), 4=-32(LC 9) Max Gr ry 3=52(LC 1). 2=249(LC 1), 4=42(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale - 1:10.9 PLATES GRIP MT20 244/190 Weight: 121b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or M-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=1511; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-7-5, Interiar(1) 1-7-5 to 2-11-4 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) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 3, 250111 uplift at joint 2 and 32lb uplift at joint 4. PQ� UIN V� `�%%� �O .•'�' E IV g . F� �i. No 68182 % It,fill NA EC�. Joaquin Velez PE No.68182 MITek USA. Inc. FL Celt 6634 6904 Parka East Blvd. Tampa R.33610 Ogle: March 16,2020 Q WARNING - Verily destgnperamefers and HEAD NOTES ON THIS AND INCLUDED MITEKNEFENANCEPAGE 111I1-74M nev. 10DY10169EFOHEUSE. Design valid for use orgy with MOek® connectors. This design Is based only upon porometers shown. and Is for an individual bulldn9 component, not ��- a truss system. Before use, the building designer must verify the appllcablIlty of design parameters and properly hcorpomte this design Into the overall bu0ding design Bracing indlcaled 6 to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- IsalwaysrequlredforstabilityandtopreventcollapsewithpossiblepersonalInjuryantlpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sw ANBUrPII Gualff criteria. DSl49 and 1051 EUYtlhg fampon�ml fiso4 Palle East Blvd. Safely Informationoveliable from Truss Plate Institute. 218 N. Lee Street. Suite 312. Maxoncirla. VA 22 14 Tem a p , FL 33610 Job Truss Thus Typo City Ply Bell ' T79696376 50B977 CJ5 Comer Jack 8 1 Jab Reference (optional) Tibbetts Lumber Company, Palm Bay, FL- 32905, 8.330 s Mar 10 2020 MiTek Industries. Inc. Mon Mar 16 09:52:28 2020 3.4 = scale =1:15.0 LOADING last) SPACING- 2-0-0 CSI. DEFLin (too) Well Ud PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TIC0.42 Vall (CL) -0.02 4-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Verl(CT) -0.06 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hoa(CT) -0.00 3 Ida Na BCDL 10.0 Code FBC2017frP12014 Matrix -MP Wind(LL) 0.06 4-7 >999 240 Weight: lit lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=158(LC 12) Max Uplift 3=-98(LC 12), 2=-177(LC 12) Max Grav 3=128(LC 17). 2=293(LC 1), 4=89(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=15ft; B=45ft; L=24ft; eave=4tt; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 4-11-4 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) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 pair bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 981la uplift at joint 3 and 177 lb uplift at joint 2. No 68182 �S'S'O ... Joatluln Velez PE No.68182 MiTek USA, Inc. FL Cert 6834 6904 Parke Fast Blvd. Tampa FL 33610 Date: March 16,2020 AWARNING- Ved1y*St9nparsmefersandREADNOTESONTNISANDINCLUDED SIDEPIREFERANCEPAGEM674"..IDUMIa15BEPOREUSE Design volld for use cnlywith MReIs9connectors. Ab cfedgn b based only upon parametersshown, end Is for on Individual building component, not a truss system. Before use, Me building designer must verify the applicablllty of design parameters and properly Incorporate this design Into the overall design. Bracing Indicated is to buckling Individual truss and/or chord members only. Additional temporary and permanent bracing WOW bullding prevent of web Is always required for stability, and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the lobticotion. storage, delivery, erection and bracing of truces and truss systems, 5eeANSVrP11 Quality L1tl9Do, DSB49 and SCSI Building Component 69N Palle East BNd. Safety In(aenafbnovaDoble from Truss Plate Institute. 218 N. Lee Sheet Suite 312 Alexondrlm VA 22314. Tampa, FL 33610 Job Truss Truss Type Ply Bell T79696377 508977 D1 �,Qty Common 71 Job Reference o tional ribbefts Lumber Company, Palm Bay, FL - 32905, e.JJu s mar lu zuzu MI IeK Inauslnes, Inc. Mon Mar le Oe:pz;4v Zulu IBgl xPexBmzEdXI-U_p36mKy_HgFio4Rx1 P_OMnUTPMEj W VHFOE3i 164-0 1 21-4.0 22 Scale=1:38.8 44 = (d 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = LOADING (psQ TCLL 20.0 TCDL 10.0 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/rP12014 CSI. TC 0.60 BC 0.53 WE 0.18 Matdx-MS DEFL. In Vert(LL) -0.11 Vert(CT) -0.44 Horz(CT) 0.04 Wind(LL) 0.09 (loc) Well Ud 8-10 >999 360 8-10 >585 240 6 Na Na 8-10 >999 240 PLATES GRIP MT20 2441190 Weight: 951b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or3-5-13 cc puffins. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 9-11-7 cc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Hom 2=159(LC 11) Max Uplift 2=-332(LC 12), 6=-336(LC 12) Max Grav 2=1061(LC 1), 6=1057(LC 1) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2125/522, 3-4=-1957/460, 4-5=-1947/470, 5-6=-2116/531 BOT CHORD 2-10=-368/1922, 8-10=-165/1211, 6-8=-409/1913 WEBS 4-8=-59/781, 5-8=-321/346, 4-10=47093, 3-10=-321/346 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=15ft; B=45ft; L=24ft; eave=40; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-11 to 1-7-5, Interior(1) 1-7-5 to 10-8-0, Fxuedor(2) 10-8-0 8- 21 zone; left and right exposed ;C-C for members and forces & MW FRS for reactions au(N t ,,', shown Lumber DOL13 plate grip cantilever ,`,`` V� 3) All plates are MT20 plates unless otherwise Indicated. live loads. % OP • .4� J E N S • •. 1 �� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other ,%% ; %G N, 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 2u" wide will fit between the bottom chord and any other members. NO 68162 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 332lb uplift at joint 2 and 3361b uplift at * •' * = joint 6. 7) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20. 21, 22, 23, 24 has/have been modified. Building • Z -0 : designer must review loads to verify that they are correct for the intended use of this truss. : ; LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 •� OF i O •. ; _�� �i�Tn •• Q;• �� �j` s • 0 R 1 �?�� Uniform Loads (pIQ - �i� S/ ��� ` = 20 Vert: 1-4=-60, 4-7=-60, 10-1 l0, 10-21=-50, 14-21= 2 2) Dead +0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pl) Vert: 1-4=-50, 4-7=-50, 10-11=-20, 10-21=-50, 14-21=-20 Joaquin Velez PE No.68182 3) Dead+ Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Mi USA, InG FL Cert6634 Uniform Loads (pl) SM Parke East Blvd. Tampa FL 33610 Vert: 1-4=-20, 4-7=-20, 10-11=-40, 10-21=-70, 14-21=-40 Date: March 16,2020 Q WARNgO- Vemy tleslgnpaiametersanOREADNOTES ON MIS AND INCLUDED MREKREFERANCEPAGE Mb14s3-- 1M1Y1015 BEFORE USE Design valid for use only with Mrrek@ connectors. Tins design Is based only upon parameters shown, and b for an Individual bulldinO component, not a truss system. Before use, the bdIdIng designer must verify the applicability of design parameters and properly Incorporate rots tleslgn Into the overall building design. Bracing Indicated is to prevent buckling of I lvltlual 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 muss systems, seeANBfrPII CuoIM CMab, DSB-69 and BCL Building Component 69M Parke East BNtl. safety Infomsaflorravalloble from Truss Plate Institute, 218 N. We Sasser, Suite 312 Alexandra VA 22314. Temps. FL 33610 Job Truss Truss Type Oty Ply Bell T79696377 508977 D1 Common 7 1 Job Reference (optional Tibbetts Lumber Company, Palm Bay, FL-32905, a.aau s maru zueu mi Iex industries, im. man mar io ue:acze ev<u ruye c ID:onAgeyv7jePED8gl xPexBm2EdXl-Uy36mKY_HgRo4Rx1P OMnUTPIvfE)WVHFOE3nwOhG LOAD CASE(S) Standard 4) Dead +0.6 C-C Wind (Pas. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=116,2-17=70,4-17=47.4-19=70.6-19=47,6-7=37, 10-11=-12, 10-21=42, 14.21=.12 Horz: 1-2=-125, 2-17=-78, 4-17=-56, 4-19=78. 6-19=56, 6-7=45 5) Dead +0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plQ Vert: 1-2=37, 2-18=47, 4-18=70, 4-20=47, 6-20=70, 6-7=116. 10-11=-12, 10-21=42, 14-21=-12 Horz: 1-2=-45, 2-18=56, 4.18=.78, 4-20=56, 6-20=78, 6-7=125 6) Dead +0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniforn Loads (pit) Vert: 1-2=-3, 24=47, 4-6 47, 6-7= 37, 10-11=-20, 10-21=-50, 14-21=-20 Horz: 1-2=-17, 24=27, 4-6=-27, 6-7=-17 7) Dead +0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2= 37, 24=47, 45=47, 6-7=3, 10-11= 20, 10-21=50, 14-21=-20 Horz: 1-2=17, 2-4=27, 4-6=-27, 6-7=17 8) Dead +0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=50, 24=22, 4.6=31, 6-7=21, 10-11=-12, 10-21=42, 14-21=12 Horz: 1-2=-58, 24=-30, 4-6=39, 6-7=29 9) Dead +0.6 MWFRS Wind (Pos. internal) Right: Lumber Incmase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=21, 2-4=31, 45=22, 6.7=50, 10-11=-12, 10-21=42, 14-21=-12 Horz: 1.2= 29, 24=-39, 4-6=30, 6.7=58 10) Dead +0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plQ Vert: 1-2=-23, 24=-33, 4-6=-1, 6-7=9, 10-11=-20, 10.21=-50, 14-21= 20 Horz: 1-2=3, 24=13, 4-6=19, 6-7=29 it) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=9, 24=-1, 4-6=-33, 6-7=-23, 10-11= 20, 10-21=-50, 14-21=20 Horz: 1-2=-29, 24=-19, 4-6- 13, 6-7=3 12) Dead +0.6 MWFRS Wind (Pos. Internal) 1at Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plQ Vert: 1-2=74, 2-4=45, 4-6=45, 6-7=74, 10-11=-12, 10-21=-42, 14-21=-12 Horz: 1-2=-82, 24=-54, 45=54, 6-7=82 13) Dead +0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIQ Vert: 1-2=45, 24=16, 4-6=16, 6-7=45, 10-11=-12, 10-21=42, 14-21=-12 Horz: 1-2=-53, 24=-25, 4-6=25, 6-7=53 14) Dead+0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-11, 2-4=-22, 4-6=-22, 6-7=-11, 10-11=-20, 10-21=-50, 14-21=-20 Horz 1-2=-9, 24=2, 4-6=-2, 6-7=9 15) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-11, 24=-22, 45=-22, 6-7=-11, 10-11=-20, 10-21=-50, 14-21= 20 Holz 1-2=-9, 2-4-2, 4-6=2, 6-7=9 16) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pig Vert: 14= 20, 4-7=-20, 10-11= 20, 10-21=-50, 14-21=-20 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 (pig Vert: 1-2=-52, 2-4=-60, 4-6= 36, 6-7=-28, 10-11=-20, 10-21=-50, 14-21= 20 Horz: 1-2=2, 24=10, 4-6=14, 6-7=22 18) Dead +0.75 Roof Live (bal.) +0.75(0.6 MWFRS Wind (Neg. Ing Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-28, 24=36, 4-6=-60, 6-7=-52, 10-11=-20, 10.21=-50, 14-21=-20 Horz: 1-2=-22, 24=-14, 4-6=-10, 6-7=-2 19) Dead +0.75 Roof Live (bal.)+0.75(0.6 MWFRS Wind (Neg. Ing 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=43, 24=-51, 4-6=-51, 6-7=43, 10-11=-20, 10-21=-50, 14-21=-20 Horz: 1-2=-7, 24=1, 45=-1, 6-7=7 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 (plQ Vert: 1-2=43, 24=.51, 4.6=-51, 6-7=43, 10-11=-20, 10-21=-50, 14-21=-20 Horz: 1-2=-7, 24-1, 45=-1, 6-7=7 21) 1st Dead+ Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-60, 4-7=-20, 10-11=-20, 10-21=-50, 14-21=-20 22) 2nd Dead+ Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 14- 20, 4-7=-60, 10-11=-20, 10-21=-50, 14-21=-20 23) 3rd Dead +0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 14=50, 4-7=-20, 10-11= 20, 10.21=-50, 14-21=-20 ed on Game3 Q WARNING -Verllydestgnpommelenend READ NOTES ON THISAND INCLUDED AFREKREFERANCEPAGEMIF7413 me. taNd40I5BEFORE USE. Design valid for use only wire Mrek® connectors. Ibis design is based only upon parometers shown, and Is for on Individual bullring component not a truss system. Before use, me balding designer must venfy the opplicabllity, of desgn parometers and properly Incorporate iris design Into the overall bulling design. Bracing Indicated is to prevent buckling of Individual buss web vnd/or Chord members only. Additional temporary and permanent bracing MiTek' Is always required for stablllty and to prevent collapse with posstale personal injury and property damage. For general guidance regarding lino fabrication, storage, delivery, erection and bracing of busses antl truss systems, seeANSUB'll GualBv CMnlo, DSB49 and SCSI Building Component Satary Ntormatbruvallable from Truss Plate Institute, 218 N. We Street Suite 312, Alexandra. VA 22 14. 6904 Parke East Blvd. Tampa, rk Ent B 9 Jab Truss Truss Type Oty Ply Bell T79696377 508977 D1 Common 7 1 Job Reference o tianal Tibbetts Lumber Company, Palm Bay, FL - 32905, a.aau s mar Tu zueu mi r ex mousmes, Inc. Nura ron mar I o u.:oz:a. aray. u ID:uMgeyv7jePEDBglxPexBmzEdXl-U_p36mKY_HgRo4Rz1 P_OMnUTPINEjW VHFOE3mOhG LOAD CASE(S) Standard 24) 4th Dead +0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 4-7=-50, 10-11=-20, 10-21=-50, 14-21=-20 Q WARNING-Veritydeslgn PmametemandflP DNOTES ON TNISANDWCLUDEDMREKREPERANCEPAGEMR74".. ICNYt01SBEFORE USE Oesign valid for use only with Maek® connectors. A6 design b based only upon parameters shown, and 6 for on Individual bustling component, not a truss system. Before use, the building designer must verify the applicability, of design parameters and properly Incorporate Mls 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 sseANSVIPII Quality CrSedo, D5549 and SCSI Building Component Safety InforrrlatbrTNaRable from Taus Flats Institute. 218 N. Lee Sheet Suite 312 A rktandrla. VA 22314. 6904 Parka East Blvd. Tampa, FL W610 Job Thus Truss Type Oty Ply Bell ' •1 T79696378 508977 D2 Hip 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:30 2020 Page 1 ID;onAgeyv7jePEDBglxPexBmzEdXl-yANRJGKAIbolOE08b7Vdvt1 gS7CfzB6fWvBobDmOhF 6-0-0 9-0-0 12-4-0 it 21-0-0 22-8-0 t-ao I ao-o I a-o-o I 3-0-0 3-0-06-0-o 1-4-0 ' Scale = 1:39.5 Sx6 = Sx6 = 3.4 = 4xd = axis= 3x4 = bxd = LOADING (psQ TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress their YES Code FBC2017/TPI2014 CSI. TC 0.45 BC 0.74 W B 0.09 Matrix -MS DEFL. in Ven(LL) -0.15 Vert(CT) -0.33 Hom(CT) 0.04 Wind(LL) 0.10 (too) Udefl Ud 9-17 >999 360 9-17 >771 240 7 We n/a 9-17 >999 240 PLATES GRIP MT20 244/190 Weight: 99 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc puffins, BOT CHORD 2x4 SP No.2 except WEBS 2x4 SP No.2 2-" oc puffins (5-2-9 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-5-15 oc bracing. REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Ham 2— 138(LC 10) Max Uplift 2=-457(LC 12), 7=-457(LC 12) Max Gmv 2=937(LC 1), 7=937(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1623/974, 3-4=-1354/822, 4-5=1186/790, 5-6=-1353/822, 6-7=-1623/974 BOT CHORD 2-11=-769/1466, 9-11=-51211185, 7-9= 789/1466 WEBS 3-11=-360/352, 4-11=-143/360, 5-9=-164/366, 6-9=-361/352 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=6.0psf; h=15ft; S=451t; L=24ft; eave=4ft; Cat. II; Exa C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 9-0-0, Exlerior(2) 9-0-0 to r(DOLs-1 2cantilever left and fight exposed ;C-C for members and forces & MWFRS for reactions 5 u)N shownLumbert plat grip DOL=1 ca 3) Provide adequate drainage to prevent water pending. ,,`aV��,,', ,,, �� �j� 4) All plates are MT20 plates unless otherwise Indicated. �� OP` • ,�� J : •gyp E N 8 ••.1 : V F ••• 5) This truss has been designed for a 10.0 pal bottom chord live load nonconcument with any other live loads. Z 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 No 68182 will tit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 457 lb uplift at joint 2 and 457 Ib uplift at Joint 7. 8) Graphical puffin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 9O: ST OF E�Ca�. Joaquin Velez PE No.68182 Ml USA, Inc. FL Cert 6634 6904 Parke East BNB. Tampa FL 33610 Date: March 16,2020 Q WARNING-Verlydestgnparametera and READNOTES ON MMANDUICLUDEDMREKREFERANCEPAGEM67473r v. 164132016BEFOREUSE Design valid for use only with Mnek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��• a truss system. Before use, the building designer must vetify 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 M1Tek* bullding prevent of Is always required for stability antl to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of nurses and truss systems. seeANSVrFI1 CuallMy Criteria, Get and SCSI Bull Component 69N Parke East Blvd. SaM1ry NlormolbnavoYable from Tnas Plate Institute. 218 N. Lee Sheet Suite 312. Alexandra. VA 222314 Tampa, FL Mar Job Tnus Truss Type city Ply Bell T19696379 508977 D3 Hip Girder 1 1 Job Reference o tional Tibbetts Lumber Company, Palm Bay, FL-32905, a.330 s Mar 10 2020 MI I eK InaustneS. Inc. Mon Mar 1 u Special NAILED 6x6 = 2x4 11 NAILED NAILED Special 6x6 = Scale = 1:39.5 NOP2x STP= ?411 NAILED 7x8= NAILED 2x411 NOP2X STP= 46 = HJC26 NAILED HJC26 46 = LOADING (psf) SPACING- 2-0-0- C DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TCS1, 0.56 Vert(LL) -0.12 9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.24 9 >999 240 BOLL 0.0 ' Rep Stress Incr NO WE 0.16 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017/7PI2014 Matrix -MS Wind(LL) 0.16 9 >999 240 Weight: 118 lb FT=20% LUMBER- BRACING - TOP CHORD 2X4 SP SS *Except' TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins, except 3-5: 2x6 SP No.2 2-0-0 oc pudins (3-6-11 max.): 3-5. BOT CHORD 2x6 SP DES BOT CHORD Rigid ceiling directly applied or 7-4-1 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Hom 2=-111(LC 23) Max Uplift 2=-804(LC 8). 6=-804(LC 8) Max Gmv 2=1777(LC 1).6=1777(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23= 3871/1574, 3-4=-3936/1676, 4-5= 3936/1676, 5-6=-3871/1574 BOT CHORD 2-10=-1304/3510, 9-10=-1298/3476, 8-9=-1298/3476, 6-8=1304/3510 WEBS 3-10=-1147701, 3-9=317/689,4-9- 605/445, 5-9=-317/689, 5-8=-114/701 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=15ft; B=45ft; L=24tt; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fight exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. \\\\I\I1111111111 ,�\ Qv(N �/, �4 �j 4) All plates are MT20 plates unless otherwise indicated. �� • �P E •• ��� 5) This truss has been designed for a 10.0 Pat bottom chord live load nonconcument with any other live loads. ,�� •• �C' N S N, F•••. �� 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. NO 68162 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 804111 uplift at joint 2 and 804lb uplift at joint 6.- 8) Graphical puffin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 9) Use USP HJC26 (With 16-16d nails into Girder & 10d hails into Truss) or equivalent spaced at 7-3-4 oc max. starting at 7-0-6 from -10 : C[ the left end to 14-3-10 to conned truss(es) to front face of bottom chord. i -�3 : S OF 10) Fill all nail holes where hanger is in contact with lumber. 11) 'NAILED' indicates 3-10d (0.148'x3') or 3-12d (0.148'x3.25') toe -nails per NDS guidlines. �i T•• F Q:� •� �� lb down 2801b �i��sL•� R ��`�� 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 209 and up at The designyselection device(s) is the I� l) 7-0-0, and 209 It, down and 280 lb up at 144-0 on top chord. of such connection ;41` /0 N A, responsibility of others. \\\\\, 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Joaquin Velez PE No.68182 LOAD CASE(S) Standard Mriek USA. Inc. FL Cad 6634 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 6904 Padre East Blvd.Tampa FL33610 Date: March 16,2020 CD i u 2 O WARNING- Verity design Peremetersmuf READ NOTES ON TNISAND INCLUDED MREKREFERANCEPAGE MIF7473 rev. IW=0150EFOREUSE. Wit valid for use only with Mnek@ connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. Me building designer must vedly the oppilcobility of design parameters and properly Incorporate this design Into Me overall buldingdesign. Bracing indicated B to prevent buckling of individual hussweb and/or chord members only. Additional temporary and permanent bracing MiTek' a always requited for stability and to prevent collcpse wire possible personal Injury and property, damage. For general guidance regarding the fabrication, storage, Delivery. erection and bracing of busses and truss systems, seeANSVRII Quality CMedo, DS549 and SCSI Building Component 69M Parke East BNd. Safety Infoonalbmvollobie from Truss Plate Institute, 218 N. lee Sheet. Suite 312. Alexondda, VA 22314. Tampa, FL 33810 Job Truss Truss Type Oly Ply Bell • T79696379 508977 D3 Hip Girder 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 a Mar 10 2020 MITek Industries, Inc. Mon Mar 16 09:52:32 2020 Page 2 ID:onAgeyv7jePED8gl xPexBmzEdXl-vZVCknMQHC20fYAWjYX$_Q6?ExzIR4YxzDdug6mOhD LOAD CASE(S) Standard Uniform Loads (plt) Vert: 1.3=-60, 3-5=-60, 5-7=-60, 2-6=-20 Concentrated Loads (Ile) Vert: 3=-132(F) 5=-132(F) 10=-425(F) 9=-69(F) 4=-1 21 (F) 8=-425(F) 16=-121(F) 17=-121(F) 19=-69(F)20=-69(F) Q WARNNG-VedfydesignpmmermeendREADNOTES ON MSANDMCLUDEDMDEKREFERANCEPAGEMX747dmv. I0,aY1015BEFORE USE Design valid for use only with Mmek®connectors. fib design Is based only upon parameters shown, and Is for on Indfddual building component, not ��• a truss system. Before use, the bulltling designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Bracing Indicated is to buckling lndlvlduai truss web and/or chord members only, Addltlonal temporary and permanent bracing WOW bulltlingtleslgn. 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 seeARSUIPII Qualryy Were, DSB49 and SCSI Bu9tlbp Component 6904 Parka East Blvd. SafetV Informafbnavaiiable from Truss Rafe ImStufe. 218 N. Lee Street Suite 312, Alexandria. VA 22314, Tampa, FL 33610 Join Truss Truss Type Oty Ply Bell ' '1 T79696380 508977 E1 Hip Girder 2 Jab Reference o tiona Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Mar 10 202U Mr I ex Industries, Inc. Mon Mar lb U9:b2:JJ 2UZU Yage 1 ID:onAgeyv7jePEDBgl xPexBmzEDXI-Nl3ay7N22WAtHikiGF2KWdf6TKDFASn5CtMSCYmOhC -too 5.5-0 &71 14-0-0 1-0-0 I &5-0 &2-0 l 5-5-0 Scale = 1:26.4 Sol = 6x6 = P= 3x10 = Special Special4x12 = LOADING (psQ SPACING- 2-0-0 CS'. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Ved(LL) -0.13 6-7 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.26 6-7 >650 240 BCLL 0.0 ' Rep Stress [nor NO WB 0.48 Horz(CT) 0.06 5 Na Na BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.17 6-7 >980 240 Weight: 1361b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 33-5 oc pudins, except 4-5: 2x4 SP SS 2-0-0 oc pudins (3-7-1 max.): 3-4. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 8-6-13 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 5=0-8-0, 2=0-8-0 Max Horz 2=89(LC 7) Max Uplift 5=-2706(LC 8). 2=-1595(LC 8) Max Grav 5=6492(LC 1), 2=3686(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-9181/3764, 3-4=-10695/4496, 4-5=-11900/4931 BOT CHORD 2-7=-3389/8415, 6-7= 3348/8301, 56=-4485/10973 WEBS 3-7=-622/1753, 3-6=-1327/2985, 4-6=-1688/4249 NOTES- 1) 2-ply truss to be connected together with IOd (0.131•x3•) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 Do. Bottom at 0-3-0 oc. connected as wisro a IVF J#.#-*', Webs connected as follows: 2x4 -s t 0-9-0 occaggered ��,`,`QUIN 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 ,� C)P • 4� .0 ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. ,�� J ,• �C E N g'• �� F•••. 3) Unbalanced roof live loads have been considered for this design. �- 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=6.Opst h=15ft; B=45ft; L=24ft; eave=oft; Cat. N O 68182 •:. II; Exp C; Enc[., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 = * :• 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. Z 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide :• S OF : 41 will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2706 lb uplift at joint 5 and 15951b uplift 000, 1i �`•'•'C� Q N_`�� ���Fij+ �, at Joint 2. • „ R C? ��% s� • 10) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �4 �� N 11) Use USP THDH26-2 (With 20-16d nails into Girder & 8-16d nails into Truss) or equivalent at 7-0-0 from the left end to connect ALEV ������„ Al- trusses) to from face of bottom chord. 12) tla Joaquin Velez PE No.68182 Mli USA, Inc. FL Dee 6634 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1741 Ib down and 743 lb up at 6904 Parke East Blvd. Tampa FL33610 8-11-4, and 1741 lb down and 750 lb up at 10-11-4, and 1751 Ib down and 744 Ib up at 12-11-4 on bottom chord. The Dale: design/selection of such connection devices) is the responsibility of others. March 16,2020 Q WARNING. YedydeslgsrwrmmefeMvnd READNOTES ON TN/SANDINCLUDED MREKBEFERANCEFAGEU67413rev, UY0342015BEFOHE USE volid for use only with Wool) connectors. This design Is based only upon parameters shown. and Is for on Individual building component, not Et a truss system. Before use, the building designer must verify the appllcobl6ty, of design parameters and properly Incorporate this design Into Me ovwoI building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' 4 always required for stability and to prevent collapse with possible personol Injury and properly damage. For general guidance regarding Me fabrication, storage, dellrary, erection and bracing of trusses and hum systems, seeANSVWII Quality Criteria. eria. DSB-69 and BCSI Belding Component t st Nd. B e Eas 69 rk B So shr Informafbmvolloble from Truss Plate Institute, 218 N. Lee Sheet. Suite 312. Alexor,cift VA 22314, P e, 3ast Job Truss Truss Type Ory ply Bell ' T19696380 508977 E1 Hip Girder 1 2 Job Reference o banal Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Mar 10 2020 MiTek Industries, Inc. Man Mar 16 09:52:33 2020 Page 2 ID:onAgeyv7jePEDBg 1 xPexBmzEd%I-NI3ay7N22W AtHikiGF2KW df6TKDFASn5CtMSCYmOhC LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=-1741(F)9=-1751(F) 14=-3742(F)15— 1741(F) ,OWARNING- Verhydesitaperemetersend READ NOTES ON MIS AND INCLUDED MREKREFERANCEPAGEMIF747arev. 1DIMOD15 BEFORE USE. Design valid for use only with MOek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. Me building designer must verity Me applicability of design parameters and property Incorporate this design into Me overall Is buckling Individual truss members only. Additional temporary and permanent bracing MiTek' building design. Bracing Indicated 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, calvary, erection and bracing of trusses and truss systems, seeANSUIPII OualBv CMeM, DSBS9 and SCSI Building Component 6904 Parke East BNtl. Sably Mbrmalbrpvollcble from Thum Plate Institute, 216 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33810 Job Truss Truss Type 01Y Ply Bell •1 T19696381 508977 E2 Hip Girder 1 Job Reference (optional) a.a3u s mar ro zuzu mu eK maannes, Inc. Mon mar io 0e:52a4 rum ribbetts Lumber Company, Palm Bay, FL - 32905, it Special 6x6 = NAILED Special Sx6 = 2x4 It - - 6x4 - 44 3x4 - Special Speclel Scale - 1:26.4 Ia LOADING (PSO TCLL 20.0 TCDL 10.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017frP12014 CSI. TC 0.35 BC 0.57 WB 0.07 Matrix -MS DEFL, in Vert(LL) -0.04 Vert(CT) -0.09 HOR(CT) 0.03 Wind(LL) 0.06 (too) Ildeft Ud 6-7 >999 3160 6-7 >999 240 5 n/a n/a 6-10 >999 240 PLATES GRIP MT20 244/190 Weight: 61 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-0-9 oc pudins, except 3-4: 2x6 SP No.2 2-0-0 oc pudins (5-8-3 max.): 3-4. BOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling directly applied or 7-9-4 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 5=0-8-0, 2=0-8-0 Max Hoa 2=83(LC 24) Max Uplift 5= 331(LC 8). 2=-445(LC 8) Max Grey 5=858(LC 1), 2=949(LC 1) FORCES. (Ih) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-17761650, 3-4=-1598/669, 4-5=-1704/672 BOT CHORD 2-7=-528/1594, 6-7=-535/1579, 5-6=-552/1613 WEBS 3-7=0/326,4-6=0/328 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.Opst h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 ``,�►111 r111111jI 3) Provide adequate drainage.to prevent water ponding. `�� QV(N 4) All plates are MT20 plates unless otherwise indicated.QP` • ��( �j� 5) This truss has been designed fore 10.0 psf bottom chord live load nonconcument with any other live loads. `�� , .• C E N S ••. �� 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 V F will tit between the bottom chord and any other members. Z 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 331 Ito uplift at joint 5 and 445lb uplift at NO 68162 joint 2. Z 8) Graphical purtin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. 9)'NAILED' indicates 3-10d (0.148'x3') or 3-12d (0.148'x3.25') toe -nails per NOS guidlines. -D Z 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 295 Ito down and 292 lb up at S F 5-0-0, and 2951b down and 292 lb up at 9-0-0 on top chord, and 134 Ito down at 5-0.0, and 1341b down at 8-11-4 on bottom rJ _<(/ chord. The design/selection of such connection device(s) is the responsibility of others. �i�'nn•• `Q Q;• ��� 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �j`,Sl ' < R ('J %% LOAD CASE(S) Standard ,,11S'ON AI- `��� 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pli) Joaquin Velez PE No.68182 Vert: 1-3=-60, 3-4=-60, 4-5=-60, 8-11=-20 MITek USA, Inc. FL Cert 6634 Concentrated Loads (lb) 69D4 Parke East Blvd. Tampa R.33610 Vert: 3=-151(B) 4=-151(B) 7=98(8) 6=-98(B) 16= 64(B) 17=-41(B) Date: March 16,2020 AWARNING- VedlydeslgopemmetersendREADNOTESONTNISANDWCLUDEOMREKREFERANCEFAGEMX74Mmy.laroaa0158E 01?EUSE Design valid for use only with Milea connectors. lhls doer is based only upon parameters shown. and Is for an IndNldual building component, not a truss system. Before use, the building designer must verify the oppllcablllty of design parameters and property Incorporate this design Into the overall is buckling individual truss web members only. Additional temporary and permanent brocing MiTek' building design. Bracing Indicated to prevent of and/or chord Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobrlcoflom storage, deilvery, erection and brocing of trusses and truss systems. sowkNSVIPiI CuplBy CMaM, OSB-09 and BC51 Buldhsp C rnponont 6904 Parka East Blvd. Safely Inform illonavolable from Truss Rate Institute. 218 N. Lee sheet Suite 312. Alexandria, VA 22314. Tampa. FL M610 Job Truss Truss Type Oly Ply Bell ' T19696382 508977 EJS Jack -Open 3 1 Job Reference (optional) Trbbefts Lumber Company, Palm Bay, FL - 32905. 8.330 s Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:36 2020 Page 1 ID:onAgeyV7jePED8gl xPexBmzEDXI-nK1ia9P)KRYS69THyNc18GHjSYLhNwOXurb6ptmOh9 _ -1-4-0 5-0-0 1-4 1 5-0-0 Scale =1:15.0 3.4 = Plate Offsets (X,Y)-- t2:0-1-14,0-0-21 LOADING (psl) SPACING- 2-M CSI. DEFL. in (loc) Vdef1 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(L-) -0.02 4-7 >999 360 MT20 2"/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.06 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 I rz(CT) -0.00 3 rJa n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Wind(LL) 0.06 4-7 >999 240 Weight: 18 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=158(LC 12) Max Uplift 3=-98(LC 12), 2=-177(LC 12) Max Grav 3=128(LC 17), 2=293(LC 1).4=89(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 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B--45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterdr(2)-1-4-11 to 1-7-5, Intenor(1) 1-7-5 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 981b uplift at joint 3 and 1771b uplift at joint 2. ..,41111111 NO O°,O? °� . NV F�F� No 68182 -n rr Joaquin Velez PE No.68182 Mtrek USA, Inc. FL Cart 6634 6904 Paden East Blvd. Tampa P.33610 Date: March 16,2020 O WARNSJG-Votiydeaignparamefemend RE DNOTES ON TN/SANDPICLUDEDMREKHEFENANCEPAGEMX74TJmv. 141113,20151?FORE USE Design valid for use only with MOekg connectors. This design Is based only upon parameters shown, and Is for an IndNltlual building component not o truss system. Before use, the. bulltling 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 regording the fabrication, storage, delivery, erection and brachg of trusses and truss systems seeANSM11 Quality CrNeM, GS11414mrtl BCSI flWtlhg Component 69M Parke East BNtl. Safety Informafbnovallable from Truss Plate Institute. 218 N. We Steel, Suite 31Z Alexandria. VA 22314. Tames, FL 3361O Job Truss Truss Type Ply Bell 508977 EJ5E JACK -OPEN ry 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL- 32905, 3.330 s Mar 10 2020 Milek Indusines, Inc. Mon Mar 15 ua:b2:3/ 2uzu 3x4 = Seale-1:15.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.52 Ved(LL) 0.10 4.9 >611 240 MT20 244/19D TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.04 4-9 >999 240 BCLL 0.0 ' Rep Stress ]nor YES WB 0.00 Horz(CT) -0.01 3 n1a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix -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 pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=158(LC 12) Max Uplift 3=-104(LC 12), 2=-292(LC 12). 4=-63(LC 9) Max Grav 3=114(LC 1). 2=314(LC 1), 4=83(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.OpsY h=15f ; B=45f ; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -14-11 to 1-7-5, Interior(1) 1-7-5 to 4-11-4 zone; cantilever left and right exposed ; porch left exposed;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4) • This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide wilfit nd any other he rdeen() for bottom Reto truss ctions 5) to glfer connections. 104 to 3, 292 Ib ,,`lit 6) Provide mechanical connection (by others) of truss to bearing plate capable at withstanding uplift at joint uplift at ,� OP' .......... EMS joint 2 and 63 to uplift at joint 4. No 68182 •�/� 9 S OF % Joaquin Velez HE No.68182 Millet USA, Inc. FL Geri 6634 6904 Parke East Blvd. Tampa FL M610 Date: March 16,2020 ,&WARNING-Vad/y deasnperemeters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE M/H473.Y.. IDATMo15 BEFORE USE. Design valid for use only with MReM connectors, This design is based only upon parameters shown, and Is for an IndMdual building component, not �� a truss system. Before use, the bullding designer must verify the cppllcablllty of design parameters and properly Incorporate this design Into Me overall building design. Bracing Indicated Is to prevent buckling of IndNlduol tmssweb and/or chord members only. Addlflonal temporary and permanent bracing M!Tek' Is always requited for stability and to prevent collapse with pomble personal Infury and property damage, For general guidance iegording me fabrication storage, dervery, erection and bracing of trusses and truss systems, seeANSVTNT Q, CMnlo, D5B-59 and ACSI Balding Component 69M Parke East eNtl. Safely 6rfmmalbnomalloble from Truss Plate Insfitute, 218 N. Lee Street. Suite 31Z Alexcntlria VA 2214. Tampa, FL 33610 Job Truss Thus Type Oty Ply Bell r T79696384 508977 E,16 Jack -Open 22 1 Jab Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Mar 10 2020 Mil Industries, Inc. Mon Mar 16 334 = Scale=1:18.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(L-) -0.09 4-7 >933 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.21 4-7 >385, 240 BCLL 0.0 Rep Stress Incr YES WE 0.00 Hom(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-MS Wind(L-) 0.17 4-7 >489 240 Weight: 24 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=200(LC 12) Max Uplift 3=-144(LC 12). 2— 195(LC 12) Max Gray 3=182(LC 17), 2=364(LC 1), 4=125(LC 3) FORCES. (Ile) - Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 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=15ft; 13=4511t; L=24ft; eave=4h; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 6-9-12 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 Ib uplift at joint 3 and 1951b uplift at joint 2. `%14 PQVIN 1111111 1l.. �'% No 68182 .?1O: S E OF :�4UZ �'�� • � R I O P,r'N Joaquin Velez PE No.68182 Millak USk Inc. R. Cerl6634 6904 Parke East Blvd. Tampa R 33610 Date: March 16,2020 AWARNING - Ill Ill P.rametersand READ NOTES ONMIS AND INCLUDED MIFEKREFERANCEPAGE MII-7473rev.laWN116BEFORE USE. Design valid for use only with Mnek® connectors. fill 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 his 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 fob0codon. storage, delivery, erection and bracing of trusses and truss systems, seeANSi Quality Criteria. DS549and BCSI Bulding Camponont 6904 Parke East Blvd. SObty Inlormatbrravallable from Truss Plata Institute, 218 N. Lee Street, Suite 312, Alexondda. VA 229314. Tampa, FL 33610 Job Truss Truss Type OtY Ply Bell T19696385 508977 EJ7 Jack -Open 19 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:38 2020 3x4 = Scale = 1:19.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Veit LL) -0.09 4-7 >882 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 VerlV) -0.23 4-7 >364 240 BCLL N. ' Rep Stress Incr YES W I3 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Willi 0.18 4-7 >469 240 Weight: 241b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4--Mechanical Max Harz 2=202(LC 12) Max Uplift 3=-147(LC 12). 2=-196(LC 12) Max Gray 3=185(LC 17), 2=369(LC 1).4=128(LC 3) FORCES. (Ib) -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=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-7-5. Interior(1) 1-7-5 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 Its uplift at joint 3 and 196 Ib uplift at joint 2. E N SF�Fl �'4G No 68182 � r Joaquin Velez PE No.68182 MTek USA, Inc. FL Ced 6634 6904 Parke East Bind. Tampa FL=10 Date: March 16,2020 QWARNING-VedyCeslgnparemefereaed READ NOTES ON THIS AND INCLUDED WEKREPERANCEPAGEMII-7473.1. 100.1,2915BEFORE USE. valid for use only with Mnek® connectp i. lhls design Is based only upon parameters shown, and Is for on Individual building component, not Wit 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- Isalways required for stability and to prevent collapse with posslble personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII OualMy Works, DS549 and aCSI Building Component 6904 Parke East Blvd. Safety Infonnallonavolloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Cry Ply Bell • 7 T19696386 508977 EJ34 JACK -OPEN 2 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL- 32905, 3.33U s Mar 1 U ZUZU MI I ex mqustnes, Inc. Mon Mar 1a da:be= Cued rage 1 ID:onAgeyv7jePED8g1 xPexBmzEdXI-J8BKNpOJa70bW 7u5Og5oc2kZXB7neTmOfBrZHRmOhA 3.6 O Scale = 1:11.6 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.02 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Verl(CT) -0.03 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE0.00 Horz(CT) 0.02 3 Na Na BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Wind(LL) 0.04 5 >891 240 Weight: 141b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=121(LC 12) Max Uplift 3=-23(LC 9). 2=-280(LC 12), 4=-52(LC 1) Max Gmv 3=13(LC 17), 2=391(LC 1), 4=72(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0:18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-7-5, Intefior(1) 1-7-5 to 3-3-4 zone; cantilever left and fight exposed; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. TTis truss has been ned for 10.0 psi bottom chord l ve load norrooncurnern th any other ve loads. %%ftfill ,VFW"l his truss has been designed fora Hive load of 20. psf on the bottom chord in all alreas where all rectangle 3-6-0 tall by 2-0-0 wide 4) ��`% o (N 4� �j� will fit between the bottom chord and any other members. for .% QP` • %,� J..• E N S'•. 5) Refer to girder(s) truss to truss connections. lb %G V F '•, �� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at Joint 3, 280 uplift at joint ` 2 and 52111 uplift at joint 4. No 68182 •�/� 9 S OF .a���SS�ONA„E�O`• Joaquin Vela PE Nu.68182 MTekUSA, Inc. R. Cert6834 6904 Parke East Blvd. Tampa FL 33610 Date: March 16,2020 Q WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED Mn EKREFERANCEPAGEMM17473mv. 10=01SBEFORE USE. aaaaa Design valid for use only with Mil 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 6904 Parke Cal Blvd. fabrication, storage, delivery, erection antl bracing of trusses and truss systems, meANSURl1 Quell CMeM, DS949 and BCSI Bul Component Safety Informatbrnvallabie from Tess Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22 14, Tampa, FL 33610 Job Truss Truss Type at Ply )21 LbR.Wence 508977 EJ34S Jack -Open (.,transit Tibbetts Lumber Company, Palm Bay, FL - 32905, 3x6 II 8.330 a Mar 10 2u2u MI I all Industries, Inc. Mon Mar 16 09:52:36 2020 raga r ID:onAgeyv7jePED891 xPexBmzEdKl-nKlia9PxKRYS89THyNc1 BGHoNYPbNwOKurb6ptmOh9 Scale = 1:11.4 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.11 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 2 n/a n1a BCDL 10.0 Code FBC2017rrPI2014 Matdx-MP Wind(LL) -0.00 4 >999 240 Weight: 121b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-0 old puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 ec bracing. WEDGE Left: 2x4 SP No.2 REACTIONS. (size) 2=Mechanical, 3=Mechanical, 1=0-8-0 Max Horz 1=73(LC 12) Max Uplift 2=-52(LC 12), 3=-2(LC 1), 1=-65(LC 12) Max Gray 2=46(LC 17), 3=20(LC 3), 1=221(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=4511; L=24ft; eave=4tt; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed; porch left expesed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) Thisr a live load o0.Opsfmembers. n the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide I ,VF',��� wTl between the bottoms herd 5) Refer to for truss to truss connections. ,,,���QU j �� girder(s) 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52lb uplift at joint 2, 21b uplift at joint 3 �� pP, ,�� �.: •�C E N,9 •'• and 65 Ib uplift at joint 1. Y' �i No 68182' D: :iZZ S OF :�44/ ` A. R 1 P •=O� 1111110 Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: March 16,2020 Q WARNING -Vetlly tleslgn parameters and BEAD NOTES ON MIS AND INCLUDED MTTEK REFERANCE PAGE MIFT4)a ree leN.ffieM BEFORE USE Design valid for use only with MIrekO connectors, This design Is based only upon parameters shown, and Is for on Individual building component, not �'' o truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual Muss 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 Muss systems, SeeAfniVirll GUal Chub, DSSd9 and SCSI BuAtlhrp Component' 6904 Palle East Blvd. Safety Infomlationovallobie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexontlrlo, VA 223314, Tampa, FL 33610 Job Tress Truss Type loty Ply Bell ' T19696388 508977 HJ5 Diagonal Hip Girder 2 1 Jab Reference (optional) ribbefts Lumber Company, Palm Bay, FL - 32905, 6.330 s Mar 10 2020 MI I ek Indumnes, Inc. Mon Mar 1B U9:b2:39 202u Yage 1 ID:or W geyv7jePED8gl xPexBmzEdXI.CvOrCBRpdMxD7dCsdW 9kmwAKIKEaGlzappmOCnOh6 -1-10-10 7-0-2 7-0-2 ' 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.70 Vert(LL) -0.15 4-7 >558 240 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.26 4-7 >324 ISO BCLL 0.0 ' Rep Stress [nor NO WB 0.00 Horz(CT) 0.00 2 1 1 BCDL 10.0 Code FBC2017rrP12014 MatriX-M$ LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=1561LC 8) Max Uplift 3=-130(LC 8), 2= 290(LC 8) Max Gmv 3=172(LC 1), 2=388(LC 28), 4=121(LC 3) FORCES. (lb) - Max CompJMax. Ten. -All farces 250 (Ib) or less except when shown. Scale = 1:17.3 PLATES GRIP MT20 244/190 Weight: 24 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-M oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opst h=15ft; B=45ft; L=24ft; eave=4ft; 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 nonconcument with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130111 uplift at joint 3 and 290 lb uplift at joint 2. 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 (plo Vert: 1-3=-60, 4-5=-20 Concentrated Loads (Ib) Vert: 10=59(F=30, B=30) 11=-11(F=-5, B=-5) ♦♦`,OPaC No 68182 :9 OF R I O P �j�=�% ON I, �r1♦% jolt Joaquin Velez PE No.68182 Mink USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 16,2020 Q WMNING.Vdfydeegnpammehrsand READNOTES ON THLSMD INCLUDED MnEKREFERANCEFAGEMg74nma. 14,113R015BEFOBEUSE. Design valid for use only With MOek®connectors. This design Is based only upon parameters shown and is for on IndvIdual 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 lndIcated is to bucWing of Individual nuss 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. seeANSINPll Qua 01y Catholic, DSIId9. and 6CSI building Component 6904 Parke East BNd. Safety Informalblpvolloble from Truss Plate Institute. 218 N. Lee Street antlrla, Suite 312, AlexVA 22314, Tampa, FL 33610 Job Truss Thus Type Ply Bell 508977 HJ5E DIAGONAL HIP GIRDER ry 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:40 202U Page 1 ID:onAgeyv7jePEDeglxPexBmzEGXI-g6 DOWSROf3tdmn3BDgz16RN5911_Jj77pTZKyonOh5 1 to -to 7-0.2 ' t-10-10 i 7-0-2 -- 3x4 = LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loos) Udeg Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.20 4-9 >417 240 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.14 ,4-9 >613 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.01 3 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-11-5, 4=Mechanical Max Horz 2=156(LC 8) Max Uplift 3- 144(LC 8), 2=471(LC 8). 4=-95(LC 5) Max Grav 3=154(LC 1), 2=441(LC 28), 4=109(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:17.3 PLATES GRIP MT20 2441190 Weight: 241to FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; 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 fora 10.0 psf bottom chord live load nonconcument with anyother 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 1441b uplift at joint 3, 471 Ib uplift at joint 2 and 95 to uplift at joint 4. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0. 1 48"x3.25') toe -nails per NDS guidlines. 7) In the LOAD CABE(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=-60, 4-5=-20 Concentrated Loads (Ib) Vert: 1D=129(F=64, B=64) 12=5(F=2, B=2) %PQUIN'VF�,��, No 68/118/2 �-n::[T� i .WOR1V.�' \-. �,.S,s 0NA%EJ;%%- Joaquin Velez PE No.68182 MITek USA Inc. FL Cer166M 6904 Parke East Blvd. Tampa FL 33610 Date: March 16,2020 ,&WARNNG-Vedlydeslgnparametersaad READNOMS ON 7NISANDWCLUDEDMR RUF ANCEPAGEMU74MMK 10N04DISSEFORE USE Design valid for use only with Mnek® connectors. this design Is based only upon parameters shown, antl Is for an Individual building component, not a truss system. Before use, the bulltling designer must verity the appllcabllity, of design parameters and propetiy Incorporate this design Into the overall bulltling design. Bracing Indicated is to prevent buckling of Inc Ivduol truss web and/or chord members only, Additional temporary and permanent bracing MiTek' Is always required for stablllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, seeANSVrPII crudely CrBMa, D3629 and SCSI Buildhp Component 6904 Parke East BNtl. Safety Infarmallonavoliable from Truss Rote InttiMo. 218 N. Lae Shoat, Suite 312. Alexandra VA 22314. Tampa. FL 33610 Job Thus Thus Type Oty Ply Bell T79696390 508977 WIT Diagonal Hip Girder 4 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.330 s Mar 10 2020 MITek Industries, Inc. Mon Mar 16 09:52:41 2020 Page 1 ID:onAgeyv7jePEDBglxPexBmzEdXl-BlYbdsT49zBkEwMFkxBCrJ aXZ227VG271tU4wOh4 -1-10.10 6-0-0 9-1a1 1-lam 6-0-0 3-10-1 Scale=1:22.9 2x4 = 2x4 _ NAILED NAILED -� NAILED 3x4 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate Grp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017ITP12014 CSI. TC 0.40 BC 0.44 WE 0.24 Matrix -MS DEFL in Vert(LL) -0.08 Vert(CT) -0.11 Horz(CT) 0.01 (lac) Vdefl Ud 7-10 >999 240 7-10 >999 180 5 hire n/a PLATES GRIP MT20 244/190 Weight: 41 Ito FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or5-11-2 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bmcing. WEBS 2x4 SP No.2 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=201(1-C 8) Max Uplift 4=-81(LC 8), 2=-339(LC 8). 5=-129(LC 8) Max Gmv 4=97(LC 1). 2=535(LC 28). 5=391(LC 28) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-841/232 BOT CHORD 2-7=-320/763, 6-7=-320/763 WEBS 3-7=0/294, 3.6=-856/359 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opst h=15ft; B=45ft; L=24ft; eave=oft; 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 nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 4, 339 lb uplift at joint 2 and 129 lb uplift at joint 5. 6) 'NAILED- indicates 3-1Od (0.148'x3') or2-12d (0.14B'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 (pll) Vert: 14=-60, 5-8=-20 Concentrated Loads (lb) Vert: 13=-79(F=40, B=40) 14=59(F=30, B=30) 15=-11(F=-5, B=-5) 16=-66(F=-33, B=33) 0PaG E NV F� 11 No 68182 13 F ::W` Ile,OR10p Joaquin Velez PE NG68162 MITek USA, Inc, FL Gen 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 16,2020 ,&WARN/NG- Verffydeslgn peramefers and READ NOTES ON THIS AND INCLUDED MREKREFERANCEPAGEMI74Ta rev. I&IIIII0150EFORE USE. Design valid for use only with Mnek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a hues system. Before use, me building designer must verity me appllcablllN of design parameters antl property Incorporate this design Into the overall b buckling Individual truss members only. Additional temporary and permanent bmcing MiTek' building design. Bracing Indicated to prevent of web and/or chord Is alwaysrequiedfor stablllN and to prevent collapse with possible personal Injury and property damage. For generol guidance regarding me fabrication storage, delivery. erection and bracing of trusses and truss systems, seeANSUrMI Quality Cdbno, DSBd9 and BCSI Buldhp Component Safety tnfomrallonavailable from Truss Rote Institute, 218 N. Lee Street, Suite 31Z Alexandria VA 22314. 69N Parke East BNd. Tampa, FL 33610 Job Truss Truss Type Oty Ply Bell r T79696391 508977 V1 Valley 1 1 Job Reference (optional) ribbeds Lumber Company, Palm Bay, FL - 32905, 2x4 e.33u S Mari uzezu MI lax Ineusales, Inc. Man Mario UV;0G;91 NN rEgV I ID:onAgeyv7jePED8gl xPexBmzEdXI-BlYbdsT49zBkEwMFkxBCrJ—gvZBL2AFG271tU4uOh4 2x4 II Scale =1:7.9 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Vdef1 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(L-) n/a - n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) We - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 7 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP ND.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (size) 1=2-5-1, 3=2-5-1 Max Hoa 1=36(LC 12) Max Uplift 1=-19(LC 12), 3=-34(LC 12) Max Gmv 1=63(LC 1),3=64(LC 17) FORCES. (lb) -Max. CompJMaz. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-5-11 oc pur ins, 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=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (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 part bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0pst 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 beading plate capable of withstanding 19lb uplift at joint 1 and 341b uplift at joint 3. No 68182 ir 0: S OF :�I/� Joaquin Velez PE No.681112 Ill USA, Inc. FL cent 6634 6904 Parke East Blvd. Tampa R.33610 Date: March 16,2020 Q WARNING- Verily Cosign parameters and READ NOTES ON MIS MD WCLUDED UTTEx REFERANCE PAGE MX747a rev. 10411 BEFORE USE aaaa Dedgnvolid far use only with Miele® connectors. This design Is based only upon parameters shown. and Is for an IndNldual bueding component, not ��- a huss system. Before use, the building designer must verify Me appllcabllity, of design parameters ontl properly Incorporate this design Into the overall building design, Bracing lndlcoMtl is to buckling of lnclAduol hum web and/or chord members only. Additional temporary and permanent bracing M!Tek' prevent Is always required for stablllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and huss systems, seeANSU1Pl1 QuaiBV CMab, 03949 and SCSI luldbp Componmf h/ormatbnovolloble irom Truss Plate Ins6Nte. 27B N. Lee Sheet Suite 312, Alexandria, VA 22314. 690d Parke East Blvd.Safely Tampa, FL 33610 Job Truss Truss Type Oty Ply Bell ' T79696392 508977 V2 Valley 1 1 Job Reference o tional Tibbetts Lumber Company, Palm Bay, FL-32905. 8.330 s Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:42 2020 Page 1 ID:onAgeyv7jePEDBglxPexBmzEdXl-cU6zrCUiwHJbs4wRlelROXXmJzRdndVOHn201 XzaOh3 2x4 i 2x4 II Scale: 1'=1' LOADING (psf) SPACING- 2-0-0 CSI, DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) Ida - n1a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) rVa - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HDIz(CT) 0.00 File Na BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 141b 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) 1=4-5-1, 3=4-5-1 Max Horz 1=80(LC 12) Max Uplift 1=-43(LC 12), 3= 76(LC 12) Max Gray 1=143(LC 1). 3=146(LC 17) FORCES. (II -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 4-5-11 oc pudins, 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.Opsh h=15ft; B=45ft; L=24ft; eave=4h; Cat. 11; Exp C; Encl., GCpI=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 4-3-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 43111 uplift at joint 1 and 76 lb uplift at joint 3. oPQuiN .� J LENS .l .� No 68182 '53: STA OF :4(/Z is,ONA, �11 ?C?% Joaquin Velez PE No.68182 MITI L)Sk Inc. R- Cert 6634 6904 Parlor Fast Blvd. Tampa R.33610 Date: March 16,2020 Q WARNING -Verity de4/91pa1emelers end HEAD NOTES ON THISAND INCLUDED MREKREFERANCEPAGENIv7473 rev. 10/03,2015BEFOREUSE. Deslgnvolid for use only with M9ecle connectors. This design Is based only upon parameters shown. and Is for an Individual bullding component, not a truss system. Before use, the building designer must verify the applicobYey of design parameters and properly Incorporate this design Into the overall building design. Bracing IndicatetlB to prevent bucUing of lncMdual 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, seeANSVIPII Cua14y CMeda, Deli and SCSI BuBdISD Component 6904 Parts Eest BNd. Safety Informatbrnvarable from Truss Plate Insil 218 N. We Sheet. Suite 312, Alexandria. VA 22314. Tampa, F L 33610 Tam Job Truss Truss Type Ply BellT79696393 a 508977 V3 GABLE ri 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL-32905, 8.330 s Mar 10 2020 MiTek Industries, Inc. Mon Mar 16 09:52:43 2020 Page 1 ID:anAgeyv7lePEDBglxPexBmzEdXl-4hgMPYVKhaRSUEVdsMEgwk3_yMoyW4mZVRn ZmOh2 2x4 11 5 4 2x4 4 2.4 11 2.4 11 Scale =1:17.0 LOADING (psQ SPACING- 2-" CSI. DEFL. in (loc) VdeO Us! PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) We - nda 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vent(CT) We - n1a 999 BCLL 0.0 ' Rep Stress Incr YES WE 0.06 Horz(CT) -0.00 4 n/a Na BCDL 10.0 Cade FBC2017/TP12014 Matrix-S Weight: 24111 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 OTHERS 2x4 SP No.2 REACTIONS. (size) 1=6-5-11, 4=6-5-11, 5=6-5-11 Max Hom 1=125(LC 12) Max Uplift 1=-4(LC 12), 4=-32(LC 12), 5=-149(LC 12) Max Gmv 1=105(LC 1), 4=60(LC 17), 5=287(LC 17) FORCES. (Ib) - Max. CcmpJMax. Ten. -All tomes 250 (lb) or less except when shown. WEBS 2-5=-217/358 SWctural Wood sheathing directly applied or 6-0-0 cc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124ri TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) 0-9-1 to 4-0-0, Interior(1) 4-0-0 to 6-3-15 zone; cantilever left and right exposed;C-C for members and tortes & 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 nonconcument with any other live loads. 4) ' This tress has been designed for a live load of 20.0psf on the bottom chord in all areas where a 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 4 Ib uplift at joint 1, 32 Ib uplift at joint 4 and 149 lb uplift at joint 5. III % pP� U .. a VFW .% �.' CENS'.V' ., No 68182 91: S OF A �i�(C• ., O R 1 V.•\,�� Joaquin Velez PE No.68182 M1Tek USA, Inc. FL Cent 6634 GM Parke Fast Bind. Tampa FL 33610 Bate: March 16,2020 O WARNING-Vertlydesignperemetersar READ NOTES ON TNISAND INCLUDED Mn'EKREFERANCEPAGE111I47473rex. te/0,343e15SEFORE USE, Design volid for use only with Mgea 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 lndMdual truss web and/or chord members only. Additional temporary and permanent brocing MiTek' prevent IS always required for stability and to prevent collome Wh possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and brocing of trusses and Muss systems, sseANSWII Quite v Cr9eM, D5349 and BCSI Bening Component 69N Parke East Blvd. SnNfy Nfonnallanaooilable from Truss Plate ImBtute. 218 N. Lee Sheet. Suite 312, Alexontlrio. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply Bell � T79696394 508977 V4 Valley 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL-32905. 2x4 8,330 a Mar 10 2020 MiTek Industries, Inc. Mon Mar 15 09:52:43 2020 Page 1 ID:onAgeyv7lePED891xPexBmzEdXI.4hgM2` VKhaRSUEVdsMEgwk3?eMpTW41ZVRr_Zz Ohl 2x4 11 Scale = 1:9.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a - Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 VBft(CT) Na - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 9111 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) 1=2-11-6,3=2-11-6 Max Horz 1=47(LC 12) Max Uplift 1=-25(LC 12), 3=45(LC 12) Max Grav 1=84(LC 1), 3=86(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All fames 250 (Ib) or less except when shown Structural wood sheathing directly applied or 3-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasi 24mph; TCDL=4.2psf; BCDL=6.Opsl; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip D01:=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurnam with any other live loads. 4) ' This truss has been designed for a live load of 201 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 251b uplift at joint 1 and 45 lb uplift at joint 3. No 68182 ,! O: :fir► 9 S. OF : 411 Z 00. O R 1 Q. 11111111 Joaquin Velez PE No.68182 MI USA, Inc. EL Cert 6634 6904 Pi East Blvd. Tampa FL 33610 Date: March 16,2020 OWARNING- Verity design FammeRmand HEAD NOTES ON THIS AND INCLUDED MfTEKBEFEBANCEPAGEMIF7473mx. 1a 0IS BEFORE USE. eis valid for use only with Meek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not Nil' a truss system. Before use, the building designer must verity Me oppllcablllty, 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 system£ seeANSVIPII Ouallryryy Create, OSB419 and BCSI Bulli component 6904 Parka East Blvd. Safety Infarmatbmvoiloble from Tress Plate Institute, 218 N. We Street, Suite 312; Alexandria. VA 22314, Tampa, FL 33610 Job Truss Thus Type Ply Bell508977 4 V5 fly GABLE 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 3.33U s Mar lu 2uzu MI I eK maUame9, Inc. Man Mar l a Ua:b2:44 2UZU rage l ID:onAgeyv7lePEDBgl xPexBmzEdXl-YtOkFuVySuZ1604g03lvTycSAmB7FWsik5XX5PmOh1 2.4 11 3 2x4 i 3.6 II 2x4 II LOADING (pst) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 TCDL 10.0 Lumber DOL 1.25 BC 0.08 BCLL 0.0 ' Rep Stress [nor YES W B 0.07 BCDL 10.0 Code FBC2017/rP]2014 Matrix-P Scale = 1:13.6 DEFL. in (roc) Vdefl L/d PLATES GRIP Ven(LL) We - n/a 999 MT20 244/190 Ven(CT) Pro - n/a 999 Horz(CT) 0.00 We We Weight: 18 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 OTHERS 2x4 SP No.2 REACTIONS. (size) 1=5-0-0, 4=5-0-0, 5=5-0-0 Max Hoe 1=92(LC 12) Max Uplift 1=-17(LC 12), 4=63(LC 17), 5=-151(LC 12) Max Grav 1=104(LC 1).4=32(LC 12), 5=291(LC 17) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-232/416 Structural wood sheathing directly applied or 5-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; 8=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-9-1 to 4-M, Interior(1) 4-0-0 to 4-10-4 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 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 17 It, uplift at joint 1, 63 lb uplift at joint 4 and 151 lb uplift at Joint 5. No 68182 90; S OFA. Joaquin Velez PE No.68182 Mfiek USA Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R.33610 Date: March 16,2020 Q WANNWG.Vedfydeslgnperamefersand READNOTES ON MIS AND /NCLUDEDMpEKNEFENANCEPAGEMU74n.. faTU1015e17OREUSE Design valid for use only wim MBeMconnectors. This design 6 based only upon parameters shown, and is for an Individual building component not a hues system. Before use. Me building designer must verity the applicability of design parameters and property Incorporate this design Into Me overall building design. Bracing indicated is to prevent buckling of Individual new web and/or chord members only, Add tonal temporary and permanent bracing MOW Is always required for slablllty and to prevent callopse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Qua' Cmedp, DS549 and 3CS1 Building Component 69N Parke East Blvd. m Safety Infermalbvollable from Truu Plate Institute, 218 N. We Sheet Suite 312, Alexo0d110. VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3�4 Center plate on joint unless x, y offsets are Indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. LLt��Forlat;4 x 2 orientation, locate pes 0-1ne from outside edge of truss. This symbol Indicates the required direction of slots In connector plates. 'Plate location details available In Miliek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION �y -7 Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if Indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section Indicates joint number where bearings occur. Min size shown Is for crushing only. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-48 dimensions shown Infitc sixteenths t s (Drawings not to scale) 0 Of O x U a O JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-131 1, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 0 Of O S U a_ O Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MITek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. AddBlonal stability bracing for truss system, e.g. dlagonol or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at Joint locations are regulated by ANSI/IPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/PI 1. 8. Unless otherwise noted. moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative Treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, sae, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or puriins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft..spacing, or less, if no ceiling is Installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI 1 Quality Criteria. RE: 508977 -Bell Site Information: Customer Info: Ando Building Corp. LotlBlock: ,. Address: 5242 Slash Pine Trail; .. City: Fort Pierce 'Lumber design values are in accordance with ANSVTPI 1 section 6.3 These truss designs rely an lumber values established by others Project Name: Bell Model:.. Subdivision.:.. Stater FL Name Address and License ## of Structural Engineer of Record, If there is one, for the is Name: License#: Address: City: State: General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Loading Conditions): Design Code: FBC20171TP12014 Design Pro grant: M 1'ek20/20 8.3 Wind Code: ASCE 7-]0 WindSpeed: 160 mph Roof Load: 40.0 psf Floor Load: N/A psf bP,d° ° . i E st Blvd 33610.41110izz Moo fir 1114 This package includes 48 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Beard of Professional Engineers Rules. i:tT 2 3 4 5 6 7 6 for t1 12 i•3 14 15 '6 i7 13 19 20 21 22 Truss Name Date No. Seal## Truss Narne Date The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Tibbetts T umber Company -Palm Bay. Truss Design Engineer's Name: Velez, Joaquin My license renewal date fir the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss cornponert designs Is a codification that the engineer named is IImnsed In the iudsdiotion(s) identified and that the designs comply wilh ANSIRPI'•. Theca designs are based upon parameters shoven (e.g., loads, supports, dirnunsicns, shapes and des'V wdas), which were aivento MiTakor TRENCO. Any proiect spccifioinformation included is for MiTek's or TRENCO's customers file reference pu.rmse only, and was not taken into account In the preparation of these designs. rd'Tek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the build(rg designer should verify applicability of dosign parameters and properly incorporate theca designs into the overall building design per ANSlfTr'l 1, chapter 2. ,46;ti 1111111 °�{791�e�Si62 d"` O 1TAT'E OF r„ *°. .. knqu;n INU PE N0.68182 MIT& lma In.. Fi. Gan Orr &M Pars East 8M. Tanpa F1038t0 Mr. h4arch 16,2010 elez Joaquin 1 of 2 0 2 1-2