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HomeMy WebLinkAboutTrussARROW ON THE TRUSS REPRESENTS ITS LEFT END Builders v> 9-04-06 23-07-10 22-08-00 FirstSource chi },r - L) " L) "$ �' J, CJ Builders FirstSource I c J3 J o 15021JFOR PLANT CITY l- d o d Phone: (813) 7595922 Fax (813)752-1532 :; C J5 I y✓� r�� CJ 5 IL hftp://www.bldr.com General Notes: Per ANSI/TPI 1-2007 all " Truss to Wall" _ 2-0 00 RF54 connections are the responsibility of the Building Designer, not the Truss Manufacturer. - Dimensions are Feet -Inches- Sixteenths. RF53 2-0 00 - Trusses are to be 24" o.c. unless noted otherwise (U.N.O.) Trusses are not designed to support brick U.N.O. 2-0 00 RF52 Do not cut or modify trusses without first 2-0 00 RF51 contacting Builders FirstSource. - Immediately contact Builders FirstSource if 00 o trusses are damaged. Connection Notes: 2-0 00 RF51 co ' o - All hangers are to be Simpson or equivalent U.N.O. RF51 I d N 2-0 00 N - Use Manufacturer's specifications for all hanger connections U.N.O. Use SOd x 1 1/2" Nails in hanger connections to 2-0 00 RF51 single ply roof girder trusses. Floor Truss Notes: ^— 2-0 00 RF51 - Shift truss as required to avoid plumbing traps. 2-0 00 RF51 - Installation Contractor and/or Field Supervisor are to verify all dimensions, trap locations, and OVED AS CORRECTED options prior to installation RF51 2-0 00 BEAM BY OTHE S RF51 �- rAflL4� M>r AND RESU$i� T (OUR INFGRiATIO�d AND �' SE imension Notes: -Draw Drawing not to scale. Do not scale dimensions RF1s 2-0 0 / /� MPLETE SUBMITTAL V6' / / RF15-- - ° ° / % /R v5 I ��� cJ APPROVED TCLL: 20 PSF o/ / 0 / o o o j 0 ' / o V4 i / �,p/ / I n Checking is only for conformance with the des g concept of the Project and compliance with the TCDL: 7 PSF R 3 75,/ ,/ o ,o 2-D 0 0 0 0 0 R/'' '' 0 '' Cal/ 0 / 0 0. " "' U� ' o infon-nation given in the Contract Documents. BCDL: 10 PSF d ,o/i/o 'i /N ' N/ /'7,/ io of , N ; /� i EJSj R 1 ,/ o�/o o/ o /; o/< o o _° , � N. N ' N ' / o Contractor is responsible for dimensions to be confirmed and correlated at the job site; for Floor: RF i'. ' 7 / / / / �9-r' 2- oo i/ / / / m / EJ5 information that pertains solely to the fabrication to techniques of constwetion., and for TCLL: 40 PSF cG.Hr �/ m �� , / processes or TCDL: 10 PSF R;1 /01 R t 2;d;4 day✓ coordination of the work of all trades. Ben hm rk Engin BCDL: 5 PSF RF1 , ,- // Kx�/�/, J Wind: RF50 1 ° -� F5 v o o , / /o,v, / Date Velocity: 160 MPH 001/� N N/ N N/ N N N/ N N LL �/LL / RF09 2-0 m c0 M m� �/ LL 0 RF49 00 Exp. Cat.: C Risk Cat.: II RF48 00 2-0 -00 RF09 2-0 00 / -^ / 2-0 ® — RF47 00 - Hatch Legend Hr. M e'-1' BRG. Roof pitch: 6/12 \ RF09 2-0 00 / / / "� / RFos 2-0 -00 2-0 RF46 00 I 5 10'-1' BRG. "T �x nd Overha: 12" PSL PROPERTIES ._.....'// 1-0 44 `.. -.. T-7" BRG.RF07 HT. AVANT RES. \RFos `3/12'1 1IOR?0 0 O 8'-70' HTG. \,,RF05..A`.�A1;° /;; 3 4005 AVE T. RF03 \ %l J2A/V1' /�� % // J28 \ �\ \3 AUG FORT PIERCE FLORIDA c5 C 3BV 7 .� .¢ LJ2 / V•5 ' /-� ' I� C^J1 �� �1 o ` \� 3 o Lucie eU��l v: C 1 w �iiu �� .w - 1-0 08 RF40 y o % --- - x -_ r r \ Perrni ftiq g Designed by: IO 2-0 / x F39 - CI o Q RF02 2PLY 2-0 0 G U B = R 8 -, ; m o ✓ ? \ \� 2 \ � � � Layout: 2533968TP_LAY Date: 11/12/2020 00 U ✓�,�` RF01 M \ 42 Revision History: -00 2-0 ..j C ' 9-J c ri w w w „ o = L �a ° 2-0 \\ �� Revl: Rev2: Rev3: 0 RF42 RF41 Comments:"" 3-06-00 7-04-00 9-0400 13-02-00 19-08-00 NOT M SCALE SHEET 1 of 1 Co O N AW# ROOF: 2533968 MiTek' RE: 2533968 - Site Information: Customer Info: PSL Properties Lot/Block: . Address: 4005 Ave T, . City: Fort Pierce Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: Avant Residence Model: . Subdivision: . State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 83 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 T21877388 CJ1 11/12/20 23 T21877410 2 T21877389 CJ1A 11/12/20 24 T21877411 3 T21877390 CAB 11/12/20 25 T21877412 4 T21877391 CJ3 11/12/20 26 T21877413 5 T21877392 CJ3A 11/12/20 27 T21877414 6 T21877393 CJ3B 11/12/20 28 T21877415 7 T21877394 CJ5 11/12/20 29 T21877416 8 T21877395 EJ2 11/12/20 30 T21877417 9 T21877396 EJ2A 11/12/20 31 T21877418 10 T21877397 EJ213 11/12/20 32 T21877419 11 T21877398 EJ3 11/12/20 33 T21877420 12 T21877399 EJ3A 11/12/20 34 T21877421 13 T21877400 EJ5 11/12/20 35 T21877422 14 T21877401 EJ5A 11/12/20 36 T21877423 15 T21877402 EJ7 11/12/20 37 T21877424 16 T21877403 HJ2 11/12/20 38 T21877425 17 T21877404 HJ3 11/12/20 39 T21877426 18 T21877405 HJ3A 11/12/20 40 T21877427 19 T21877406 HJ5 11/12/20 41 T21877428 20 T21877407 HJ7 11/12/20 42 T21877429 21 T21877408 RF01 11/12/20 43 T21877430 22 T21877409 RF02 11/12/20 44 T21877431 Truss Name Date RF03 11/12/20 RF04 11/12/20 RF05 11/12/20 RF06 11/12/20 RF07 11 /12120 RF08 11/12/20 RF09 11/12/20 RF 10 11/12/20 RF 11 11/12/20 RF12 11/12/20 RF 13 11/12/20 RF14 11/12/20 RF 15 11/12/20 RF16 11/12/20 RF 17 11/12/20 RF 18 11/12/20 RF19 11/12/20 RF20 11/12/20 RF21 11/12/20 RF22 11/12/20 RF23 11/12/20 RF24 11/12/20 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource-Jacksonville. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. (; ESN • F'�% ��i •�'\ SF•.• ��� 39 ':0 STATE 'OF •4J Walter R Flnn PE No.22839 MITek 11Sk Inc.R Geri 6634 6904 Parke East Blvd Tampa FL 33610 Date: November 12,2020 Finn, Walter 1 of 2 W1 0 MiTek 0 RE: 2533968 - Site Information: Customer Info: PSL Properties Project Name: Avant Residence Model: . Lot/Block: . Subdivision: . Address: 4005 Ave T, . City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T21877432 RF25 11/12/20 46 T21877433 RF26 11/12/20 47 T21877434 RF27 11/12/20 48 T21877435 RF28 11/12/20 49 T21877436 RF29 11/12/20 50 T21877437 RF30 11/12/20 51 T21877438 RF31 11/12/20 52 T21877439 RF32 11/12/20 53 T21877440 RF33 11/12/20 54 T21877441 RF34 11/12/20 55 T21877442 RF35 11/12/20 56 T21877443 RF36 11/12/20 57 T21877444 RF37 11/12/20 58 T21877445 RF38 11/12/20 59 T21877446 RF39 11/12/20 50 T21877447 RF40 11/12/20 51 T21877448 RF41 11/12/20 52 T21877449 RF42 11/12/20 53 T21877450 RF43 11/12/20 34 T21877451 RF44 11/12/20 35 T21877452 RF45 11/12/20 36 T21877453 RF46 11/12/20 37 T21877454 RF47 11/12/20 38 T21877455 RF48 11/12/20 39 T21877456 RF49 11/12/20 70 T21877457 RF50 11/12/20 71 T21877458 RF51 11/12/20 72 T21877459 RF52 11/12/20 73 T21877460 RF53 11/12/20 74 T21877461 RF54 11/12/20 75 T21877462 V1 11/12/20 76 T21877463 V2 11/12/20 77 T21877464 V3 11/12/20 78 T21877465 V4 11/12/20 79 T21877466 V5 11/12/20 30 T21877467 V6 11/12/20 31 T21877468 V7 11/12/20 32 T21877469 V8 11/12/20 33 T21877470 V9 11/12/20 2 of2 MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 r,. Job Truss Truss Type Qty Ply T21877388 2533968 CA Comer Jack 13 1 Job Reference (optional) c non — o onon nni7,v Inrii icfri— Inc Thu Nov 12 12:07:05 2020 Pape 1 BLOders FIrst5ource (JacKsonvnie, r.l, - - ID:fZtnzDnhOwbljgvcKgfPtByKJJU-_Ec7GAu5gQouX81 nikHsTHBT5QsiND3AflgjoVyJvryq -1-0-0 1-0-0 1-0-0 1-0-0 2x4 = LOADING (psf] SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 2 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=66(LC 12) Max Uplift 3=8(1_C 1), 2=-143(LC 12) Max Grav 3=25(LC 12), 2=125(LC 1). 4=18(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.0 PLATES GRIP MT20 2441190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 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=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except 0t=lb) 2=143. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 61IM020.BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI17'P11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 `%ills I llit/ortI .`��P'•GENS'•• ti �i� :• • No 228.39 Z •Cc= •4 Wafter P. Rnn PE No.22839 Miiek 08,% Inc. FL cart 6Ba4 6904 Parke East Blvd. Tampa FL 33610 Date. November 12,2020 MiTek° 6904 Parke East Blvd. Tampa, FL 36610 Type rJack T21877389 (Jacksonville, FL), Jacksonville, FL - 32244, 8.420 s Oct 9 2020 MiTek industries, Inc. Thu Nov 1212:07:05 2020 Page 1 ID:fZtnzDnhOwbljgvcKgfPtByKJJU_Ec7GAu5gQouX81 nikHsTH8TGQsiND3AflgjoVyJwyq -1-0-0 1-0-0 1-0-0 1-0-0 Scale = 1:7.0 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 2 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=62(LC 12) Max Uplift 3=-1 O(LC 9), 2=-133(LC 12) Max Grav 3=17(LC 13), 2=125(LC 1), 4=18(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=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing atjoint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except 0t=1b) 2=133. "tit 11111//fit R P. �� �..•• C E N ti '. ♦ y No 22839 OF ice. � •.�. Q`... � ,♦ i� FS . •p Fi 1 Q ��,�� Wafter R.Rnn PE No.22839 MiTek USA, Inc. FL Carl ism 6904 Parke East.Blvd. Tampa FL 33610 Date: November 12,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with M7ek4l) connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing ofirusses and truss systems, see ANSIfT1711 Quality Criteria, DSB-89 and SCSI Building Component t Blvd. e East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite= Waldorf, MD 20601 Tampa, 6904 Parke 3ast0 Jack T21877390 FirstSource (Jacksonville, FL), Jacksonville, FL - 2x4 = 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 12:07:06 2020 Page 1 I D:fZtnzDnhOwbljgvcKgfPtByKJJU-SR9VTWvjbkwl9lc_GRo5OVhfGgCm6gJJtPQGLxyJwyp 1-0-1 1-0-1 Scale = 1:7.0 VERTICALS PLATED ON ONE FACE ARE TEMPORARY MEMBERS TO BE REMOVED AFTER ERECTION. TYPICAL ALL APPLICABLE ATTICS IN THIS JOB. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1 I/deft Lid 120 TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 1 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 n/r n/a BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP NO-2 REACTIONS. (size) 2=Mechanical, 3=Mechanical Max Horz 2=68(LC 1), 3=75(1_13 17) Max Uplift 2=-42(LC 12) Max Grav 2=67(LC 17). 3=20(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 3 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 6) Non Standard bearing condition. Review required. No 228.39 V a . : irc T$ OF : Ali +*A%`SYON A�0,4 Wafter P- Hnn PE No 2839 MiTek USA, Inc. FL Cett 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2020 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valld for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for en indlvidual 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 IYI� l�ik• building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2533968 CJ3 Corner Jack 6 1 T21877391 Builders FirstSource f.lacksnnviup FI 1 Inn4ennvillc m aooee Job Reference o tional -- U . vu a zucu Ivu i eK inaus[nes, Inc. I nu Nov 12 12:D7:05 2020 Page 1 ID:fZtnzDnhOwbljgvcKgfPtByKJJU-S R9VTWvjbkwl9lc_GRo5OVhdDgBt6gJJtPQGLxyJwyp 1-0-D 3-0-0 1-0-0 3-0-0 2x4 = 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 2-4 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0,00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=119(LC 12) Max Uplift 3=-55(LC 12), 2=153(1_C 12) Max Grav 3=65(LC 17), 2=186(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale: V=1' PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3 except Qt=lb) 2=153. 01tJ11111111'fit , % DER P, F ii Q.V ..... GEN IN i % No 22839 do F Waiter P. Finn PE No.22839 MITek USA, Inc. FL Cert'6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 611912020 BEFORE USE. Design valid for use only with MrrekO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �rt a truss system. Before use, the buildingdesigner 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII Quality Criteria, DSB-89 and SCSI Building Component SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Blvd. Tampa, 6964 Parke 3e East ast Truss Truss Type Oty Ply T21877392 [2511918 CJ3A Corner Jack 2 1 Job Reference o tional 8 420 s Oct 9 2020 MiTek Industries Inc Thu Nov 1212:07:07 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:fZtnzDnhOwbljgvcKgfPtByKJJU-wdjthswLL12cnS8Ag9JKZiDnIEXwr7ZT639gt0yJwyo 3-0-0 3-0-0 + Scale: V=T 2x4 = 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TC 0.22 DEFL. in Vert(LL) -0.00 (loc) I/deft L/d 1-3 >999 240 PLATES GRIP MT20 244/190 TCLL 20.0 TCDL 7.0 Plate Grip DOL 1.25 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a Weight: 10 Ib FT = 20% BCDL 10.0 Code FBC2017IfPI2014 Matrix-P LUMBER- BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. TOP CHORD 2x4 SP No-2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 1=81(LC 12) Max Uplift 1=-33(LC 12), 2=85(LC 12) Max Grav 1=103(LC 1). 2=86(LC 17), 3=56(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=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. %%% E IV VEER }? .� :• • No 228.39 •*� •;*.. � r OF � i r "0 Wafter P. Rnn PE No.22839 MiTek USA, Inc. FL tort 6634 6904 Parke East Blvd. Tafripa FL 33610 Date: November 12,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• I always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Iruss Truss Type CJ3B Corner Jack T21877393 (Jacksonville, FL), Jacksonville, FL - 32244, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 1212:07:08 2020 Page 1 ID:fZtnzDnhOwbljgvcKgfPtByKJJ U-OpH FuCwz6LATOcmMNsgZ5wmzbetKaZpcLjvNPgyJwyn -1-0-0 3-0-0 1-0-0 3.0_0 3x4 Scale: 1'=-T LOADING (psi) SPACING- 2-0-0 CS]. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 2-4 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=117(LC 12) Max Uplift 3=58(LC 12), 2=-149(LC 12) Max Grav 3=65(LC 17), 2=186(LC 1), 4=52(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=3.Opsf; h=15ft; 13=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at=lb) 2=149. p: GENS•��ti��ii .�� v �• No 228.39 OF rv41r`4 ON A Wafter P. Rrm PE No.22839 MiTek USA, Inc. RPM 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2020 A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6N9/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the but ding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall i building design. Bracing Indicated s to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Pa Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MParke East Blvd. D 20801 Tampa, rk 36610 T21877394 Jack Icksonville, FL - 32244, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 12:07:08 2020 Page 1 ID:fZtnzDnhOwbljgvcKgfPtByKJJU-OpHFuCwz6LATOcmMNsgZ5wmsYegRaZpcLjvN PgyJwyn 1-0.0 5-0-0 1-0-0 5-0-0 Scale=1:18.1 2x4 = LOADING (psf) SPACING- 2-0-0 CS]. TC 0.62 DEFL. Vert(LL) in -0.03 (loc) 2-4 Vdefl >999 Lid 240 TCLL 20.0 7.0 Plate Grip DOL 1.25 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 TCDL BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=0-1-8 Max Horz 2=172(LC 12) Max Uplift 3=-125(LC 12), 2=-167(LC 12) Max Grav 3=133(LC 17), 2=252(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=125, 2=167. ,�'a1111111/II VEER P •`` `�p'•�.G EN S''�ti � i �•` ' �� F� %00 �G No 228.39 S :Vj• Walter P. Finn PE ND22839, MiTek USA; Inc. FLcert604 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall MiTek building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2533968 EJ2 Jack -Open 1 1 T21877395 LahR�frirence Builders FirstAnusnn rre I.1—kvillo Fl t h,.o�....,nne FL 32 (optional) 244, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 1212:07:09 2020 Page 1 I D:fZtnzDnhOwbljgvcKgfPtByKJJ U-s7re6YxbMKOm LZxaMoe7J5n2CmJO3mZNewxGyJwym 1-0 8 1-9-14 1-0 8 1-9-14 Scale=1:14.4 2x4 II 0-9-2 1-9-14 0-8-0 1-112 LOADING (psfl SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix-R Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-3-8 Max Harz 5=93(LC 12) Max Uplift 3=-47(LC 12), 4=21(LC 12), 5=-85(LC 12) Max Grav 3=37(LC 17), 4=31(LC 3), 5=149(LC 1) 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=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5. %���.�ER'P I F/♦♦i No 22839 ;O S ♦♦i t� `••. O R 1 P• ��� Walter P. Rnn PE No.22639 M[Tek USA, Ino. FL Cart am 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2020 WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with Mirek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �P a truss system. Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criferla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21877396 2533968 EJ2A Jack -Open 1 1 Job Reference (optional) a eon S n.a o 2mn MiTek Ind striae Inc Thu Nov 1212:07:10 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, I-L - JZZ44, �-' - ByKJ U. • -" OJuy . ID:tZtnzDnhOwbljgvcKgfPtByKJJU-KCPOJuyDeyQBewvIVHt1 ALrJxRZP2TJvo1000 iyJwyl 1-9-14 1-9-14 • Scale = 1:14.4 2x4 2x4 II IJT.rTeEft LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 TCDL 7.0 Lumber DOL 1.25 BC 0.10 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-R DEFL. in (loc) I/deft Ltd Vert(LL) -0.00 4 >999 240 Vert(CT) -0.00 4 >999 180 Horz(CT) -0.01 2 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 2=Mechanical, 3=Mechanical, 4=0-3-8 Max Horz 4=45(LC 12) Max Uplift 2=-60(LC 12), 3=14(LC 12) Max Grav 2=52(LC 17), 3=32(LC 3), 4=62(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown PLATES GRIP MT20 244/190 Weight: 7 lb FT = 20% Structural wood sheathing directly applied or 1-9-14 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vesd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 6=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. ♦♦♦�� R P. F! ♦♦S�P••CEN�•.•N��i 'No 228.39 k1 10 1.T$ OF 00 Wafter R Rnn PE No22839 MTek ut& Inc. FL cart6834 6904 Parke East Blvd: Tampa FL 33610 Date: November 12,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not auilding design. Bracing indicated Is to prevent buckling of individual truss wetruss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall bb and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2533968 EJ2B Jack -Open 1 1 T21877397 Job Reference (optional) 3x4 4 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 TCDL 7.0 Lumber DOL 1.25 BC 0.07 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017rrPI2014 Matrix-R o.azu s act a 2ULU mi I eK Industries, Inc. Thu Nov 12 l2:07:10 2020 Pagel ID:fZtnzDnhOwbljgvcKgfPtByKJJU-KCPOJuyDeyQ BewvlVHtl ALrESRZr2TJvo10 UU iyJwyl 1-6-2 1-6-2 DEFL, in (loc) I/dell L/d PLATES , GRIP Vert(LL) 0.06 3 >277 240 MT20 244/190 Vert(CT) 0.05 3 >307 180 Horz(CT) -0.07 2 n/a file LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 4=0-3-8, 2=Mechanical Max Horz 4=36(LC 12) Max Uplift 2=-92(LC 12) Max Grav 4=51(LC 18), 2=69(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale=1:18.7 Weight: 8 lb FT = 20% Structural wood sheathing directly applied or 1-6-2 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUlt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. ,11111111i/j,/ �IFR P ♦�, ' �• F•'% No-228.39 • OF : v✓: .0 �� �` `• 1 ORP' ice. S •.••�•,•.• G. ��► 10 Walter P.,Rnn PE No.22839 MiTek USA, Inc. FL Cert M 6904 Parke East 8W. Tampa FL 33610 Date: November 12,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid'tor use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �o a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21877398 2533968 EJ3 Jack -Open 3 1 Job Reference (optional) G non . nor o omn nniTotr Inrl—triac Inc. Thu Nov 1212:07:11 2020 Pape 1 Builders FirstSource (Jacksonville, t-Li. JaCKSOnVIne, rL-oc<4ti, -• - - - ID:fZtnzDnhOwbljqvgvcKgfPfPt6yKJJU-oOzO WEzsPGY2F3Ux370 HjYO Ulrv2nwY21 h7109yJvryk -1-0-0 3-0-0 1-0-0 3-0-0 ' Scale: V--1' 2x4 = 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d 240 PLATES GRIP MT20 244/190 TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 2-4 >999 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a Weight: 11 lb FT = 20% BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=119(LC 12) Max Uplift 3=-55(LC 12), 2=153(LC 12) Max Grav 3=65(LC 17). 2=186(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 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=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=153. R P. No 228.89 ' r � r i 0 OF R Q P• 40 Al - Wafter P- Rnn PE ND.22839 MIT& USA Inc. FL Celt 6634 6904 Parke East Blvd. Tanipa FL 33610 - Date. November 12,2020 ® WARNING-Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MITMD connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!TeW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2533968 EJ Jack -Open 3 1 T218773993A Builders FirstSource (Jacksonville. FL1_ .Ieokmnvina PI - 779dd Job Reference o tional - --- o.ycv s Ua a Zutu Iva I eK inoustries, Inc, I hu Nov 12 12:07:11 2020 Page 1 4-9-0 I D:fZtnzDnhOwbljgvcKgfPtByKJJ U-oOzO WEzsPGY2F3Ux370HjYOMErsEnwY21 h7109yJwyk 4-9-0 3x4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 TCDL 7.0 Lumber DOL 1.25 BC 0.26 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017lrP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=138(LC 12) Max Uplift 1=-51(LC 12), 2=142(LC 12) Max Grav 1=169(LC 1), 2=141(LC 17). 3=91(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:17.1 m N N 3.00 12 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.03 1-3 >999 240 MT20 244/190 Vert(CT) -0.05 1-3 >999 180 Horz(CT) -0.00 2 n/a n/a Weight: 15 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-8 to 3-1-8, Interior(1) 3-1-8 to 4-8-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) fortruss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Qt=lb) 2=142. � •••• /Y No 228.39 OF �I ,,�i��S • C •O R 1 P•GN ��•� ONAI..����`� Walter P. Finn PE No.22839 MTek U§k Inc. FL Cert 6894 69A Parke East Blvd. Tampa FL 33810 Date: November 12,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119MO20 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verily the applicability of design parameters and propedy inccrporale 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 bracing permanent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek° fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Parke 6904 Parke Easl Blvd. 3ast Tampa, Job Truss Truss Type City Ply T21877400 2533968 E.15 Jack -Open 5 1 Job Reference o tional 20 MiTek Industries, Inc. Thu Nov 12 12:07:12 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.420 s Oct 9 20 4o4o.,v I it I W.Ym47>I IGah,dDARcivWf;mxYYFBNWN000LtbYbvJwvI -1-0-0 5-0-0 1-0-0 5-0-0 Scale = 1:17.0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl L/d >999 240 PLATES GRIP MT20 244/190 TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.03 2-4 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a Weight:181b FT=20% BCDL 10.0 Code FBC2017/rP12014 Matrix-P LUMBER- BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc purlins. TOP CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=172(LC 12) Max Uplift 3=-125(LC 12), 2=167(LC 12) Max Grav 3=133(LC 17), 2=252(LC 1), 4=92(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=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=125,2=167. 0111111181111 �� G E N ���rL � i � V S� •y '�j No 228.39 ' kl O F Walter R Rnn PE N0.22839 MiTek Utk Inc. FLCeit6634 6904 Parke East 8W. Tampa FL 33610 Date. November 12,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 -1-0.0 5-0-0 ID:fLtnzDnhOwbljgvcKgfPIByKJJU-In48xv_6xtpmVNeKAQQlozTjj6fXaFg2LU_cs41 yJwyi i -- 1-0-0 3x4 Scale = 1:17.0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.03 2-4 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.06 2-4 >984 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=170(LC 12) Max Uplift 3=128(LC 12), 2=164(LC 12) Max Grav 3=134(LC 17), 2=252(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for.a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=128, 2=164. ,,+1111111/I�� ,ol...:... No Z28.39 cc �.�• i �T••• •� ,Z %ice Wafter P. Rnn PE No.22839 MITek USA, Inc. FLCe138884 6904 Parke East,Blvd. Tampa FL 33610 Date: November 12,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, OSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 6904 Parke East Blvd. 20601 Tampa, Parke 36610 ast Type T21877402 FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 1212:07:13 2020 Page 1 ID:fZtnzDnhOwbljgvcKgfPtByKJJU-In4Bxv_6xtpmVNeKAQQlozTfRfrm Fg2LU_c841 yJwyi _1.0.0 7-0-0 1-0 0 7-0-0 Scale = 1:23.2 I 3x4 = LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Udefl Ud PLATES GRIP MT20 244/190 TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.12 2-4 >690 240 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.23 2-4 >345 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hcrz(CT) -0.00 3 n/a n/a Weight: 24 Ib FT = 20% BCDL 10.0 Code FBC20171rPI2014 Matrix-P LUMBER- BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. TOP CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=226(LC 12) Max Uplift 3=-189(LC 12), 2=-188(LC 12) Max Grav 3=197(LC 17), 2=323(LC 1). 4=132(LC 3) FORCES. (lb) - Max. Camp./Max. Ten. -All farces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intedor(1) 2-0-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=189, 2=188. Na • % 110 Wafter R Rnn PE No.22839 MiTek USA, Inc. FL Cent 6634 69m Pafke East Blvd: Tampa FL 33610 Date: November 12,2020 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1212020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall MiTek building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2533968 HJ2 Diagonal Hip Girder 1 1 T21877403 Builders FirstSource (Jacksonville. FL1_ lanksnnvulc PI - a')')AA Job Reference (optional) - -- 6.440 - vci m 2620 mu Tek maustnes, Inc. I hu Nov 12 12:07:14 2020 Page 1 ID:fZtnzDnhOwbljgvcKgfPtByKJJU-DzeX9F?kiBxc6XDWk7x_LBoz13xL_HIVjeMhdU yJwyh 1-6- 0 0 2-0-13 1-5-2-0-13 Scale = 1:8.2 2x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DO 1.25 BC 0.04 Vert(CT) 0.00 2 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-10-1, 4=Mechanical Max Horz 2=46(LC 7) Max Uplift 3=-26(LC 14), 2=-203(LC 8), 4=-32(LC 6) Max Grav 3=51(LC 9), 2=143(LC 1), 4=35(LC 20) 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=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp C; Encl:, GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=203. 6) "NAILED" indicates 3-1 Old (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 ♦,�ti��laaaal�/��� ♦♦�♦` DER P. ♦♦ •• Ny cif Uniform Loads (plf) V-P E IV°•'• ,�� •�\ S'F• • •°�• 0 Vert:1-5=54 Concentrated Loads (lb) : NO 228$9 Vert: 6=3(F=-19, B=22) Trapezoidal Loads (plf) Vert: 5=0(F=27, B=27)-to-3=-38(F=8, B=8), 2=-2(F=9, B=9)-to-4=-14(F=3, B=3) ^� V. 1.6 R 1 P° N ,0S�oNAL ♦♦ INrrn>t����� WatterP Finn PE No.22839 MiTIlk UBA, Inc. FL Cert6634 6904 Parka East,Blird; Tampa FL 33810 Date: November 12,2020 WARNING-Ved ® fy design g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I19/2020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. 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. Addilional.temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Plf Quality Criteria, DSB-89.and SCSI Building Component Blvd. e East 6904 Park Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20661 Tampa, Parke 3ast Job Truss Truss Type Qty Ply T21877404 2533968 HJ3 Diagonal Hip Girder 1 1 Job Reference (optional) nnnn nn;TeL Inrl„elrioc 1— Th.. Nl 12 12•n7.16 9020 Paae 1 Builders FirstSource (Jacksonville, t-L), JacKsonvme, r•L - SLZ44, ^�� c_. _ • -•- ... T- - i-- - - - ID:fZtnzDnhOwbljgvcKgfPtByKByKJJU-h9CvMbD vMbOMTV3TkhoilgS DtOZOLS86jkYeyl5F9vryJwyg -1-5-0 3-8-7 7-0-2 1-5-0 3-8-7 3-3-11 Scale = 1:16.7 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.19 2-4 >418 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.20 2-4 >387 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix-P Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-0-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-9-5, 4=Mechanical Max Horz 2=152(LC 8) Max Uplift 3=-199(LC 8). 2=257(1_C 8). 4=-61(LC 4) Max Grav 3=207(LC 13), 2=227(LC 1). 4=135(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=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=199, 2=257. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=54 Concentrated Loads (lb) Vert: 6=61(F=30, 8=30) 7=78(F=-39, B=-39) Trapezoidal Loads (plf) Vert: 5=0(F=27, B=27)-to-3=-95(F=-20, B=-20), 2=-2(F=9, B=9)-to-4=35(F=-8, B=-8) ,tit i uar,J,i %%,�IeR P F! ���i `* y �I ' . No :228.$9 L r i•. S 00 WalterP. Penn PE NoANI) mek USA, Inc. FL Celt 604 6904 Parki East Blvd. Tampa FL 33610 Date: November 12,2020 ®WARNING -Vedy design parameters and READ NOTES ON THIS AND, INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcallon, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rpN Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21877405 2533968 HJ3A Diagonal Hip Girder 2 1 Job Reference (optional) uLi� maril —u— \JGMaul lvllltl, r Ll, Jd[KJU[ mule, r L- JLL44, 2x4 = 8.42D s Oct 9 2020 MiTek Industries, Inc. Thu Nov 1212:07:16 2020 Page 1 I D:fZtnzDnhOwb IjgvcKgfP tByKJJ U-9Mm Hax 1 _EoB KM rNvrY_S Qc5JrscZS B ooAyroh MyJwyf 4-2-3 11 Scale: 1"=1' 4-2-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.02 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 file n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-10-7, 4=Mechanical Max Horz 2=73(LC 8) Max Uplift 3=-39(LC 8), 2=-180(LC 8), 4=-2(LC 4) Max Grav 3=53(LC 1), 2=111(LC 1). 4=48(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=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Gt=lb) 2=180. 6) "NAILED" indicates 3-1Od (0.148"x3'I) 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 �%� P`��R• P• AA -- Uniform Loads (plf) • 4..R-Y Vert:1-5=54 Concentrated Loads (Ib) • No 228.,3:9 • Vert: 6=61(F=30, B=30) Trapezoidal Loads (plf) Vert: 5=0(F=27, B=27)4o-3=-56(F=1, B=1), 2=2(1`=9, B=9)-to-4=-21(F=-0, B=-0) : r" "0 'OF R `Q �N811111A„E�`� 11 Wafter P. Flnn PE No2211)39 MiTWWA, Inc. Ittort 66M 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI 11 Quality Criteria, DSB-89 end SCSI Build/ng Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 )b Truss truss type T21877406 i33968 His Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.420 s Oct 9 2020 MiTek Industries, Inc Thu Nov 12 12 0716 2020 Page 1 ID:fZlnzDnhOwbljgvcKgfPtByKJJU-9MmHax1 EoBKMrNvrY_SQc5B5sTCSBooAyrohMyJwyf 1-5-0 3 8-10 7-0-2 1-5-0 3 8-10 3-3-8 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 TCDL 7.0 Lumber DOL 1.25 BC 0.65 BCLL 0.0 Rep Stress [nor NO WB 0.00 BCDL 10.0 Code FBC2017fTP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 REACTIONS. (size) 3=Mechanical, 2=0-10-1, 4=Mechanical Max Horz 2=154(LC 8) Max Uplift 3=-196(LC 8), 2=-267(LC 8), 4=74(1_C 4) Max Grav 3=207(LC 13), 2=234(LC 1), 4=137(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:17.5 Ii -1 -0-2 DEFL. in (]cc) I/deft Ud PLATES GRIP Vert(LL) 0.22 2-4 -359 240 MT20 244/190 Vert(CT) -0.22 2-4 >355 180 Horz(CT) -0.00 3 n/a n/a Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 7-0-2 cc 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=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=196, 2=267. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=54 Concentrated Loads (Ib) Vert: 6=61(F=30, B=30) 7=-95(F=-39, B=-56) Trapezoidal Loads (plf) Vert: 5=0(F=27, B=27)-to-3=-95(F=-20, B=-20), 2=-2(F=9, B=9)-to-4=35(1`=-8, B=-8) ,`IruIll 1 ui11�* les. P. f No 228.39 ,�I.Ar•T�. Q R , Ql•,�i;��� NA. io Walter P. Finn PE No.22839 MITek USA, Inc. FL CBit 6634 6904 Parke East Blvd. Tampa FL 33610 Data: November 12,2020 ,&WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE �� Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not at ss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall MiTek• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type oty ply 2533968 HJ7 Diagonal Hip Girder 2 1 T21877407 Lobeference Builders FirstSource Nnr.knnnville FI 1 n _ -AA o floral • - - ----• - - -- �.-.4U . wL a <vcu Iwl I �K inuustries, inc. l nu Nov 12 1Z:Uf:17 2020 Page 1 ID:fZtnzDnhOwbljgvcKgfPtByKJJU-dYKfnH1d?6JBz?y5PFVhypePlGm6BX5xPeaLDoyJwye -1-5-0 5-1-9 9-10-1 1-5-0 5-1-9 4-&7 NAILCU NAILED Scale = 1:23.0 5-1-9 5-1-9 9-10-1 4-8-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.11 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.12 6-7 >938 180 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-S Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-7, 6=Mechanical Max Horz 2=272(LC 8) Max Uplift 4=-236(LC 8), 2=399(LC 8), 6=-383(LC 8) Max Grav 4=269(LC 28). 2=439(LC 1), 6=551(LC 28) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=996/634 BOT CHORD 2-7=-809/972, 6-7=-809/972 WEBS 3-7=268/373, 3-6=1049/873 NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 4=236, 2=399, 6=383. 7) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=54 Concentrated Loads (lb) Vert: 9=61(F=30, B=30) 10=78(F=39, B=-39) 11=-208(F=104, B=-104) Trapezoidal Loads (plf) Vert: 8=0(F=27, 13=27)-to-4=133(F=-39, B=-39), 2=-2(F=9, B=9)4o-5=49(F=15, B=15) .��� � .��.G E N SF•.7' ��i. N0 22839 :• • • •�Z A F O . OR WatterR Rnn PE No. 2839 17ek USA, Inc. R. Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6n 92020 BEFORE USE. Design valid for use only with MlTeke 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 verily 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 always required for stability to Mel( and prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYMI Quality Criteria, DSB-99 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke e Easf Blvd. 3ast Tampa, Truss Truss Type Qty PlyT21877408 L2531118 �RFOI GABLE 1 1 Job Reference (option af '-- T�...h.. �n �n•n�.�c omn o�..o a Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.420 s 0c! 9 LULU Ivll I eK muU5LnI , II Imo. I I I- — ,.. --- y , ID:fZtnzDnhOwbljgvcKgfPtByKJJU-5ku17d2FmQR2b8XHzzOwV1BgwglRw4d4eGKvmFyJwyd 1.0 0 3-8.0 7-4-0 8-4-0 1-0-0 3-8-0 3-8-0 1-0-0 • Scale = 1:17.6 4x4 = 2x4 = 2x4 II 2x4 II 2x4 II 2x4 = 7.4-0 l LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 7 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 7 rift 120 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-4-0. (lb) - Max Horz 2=86(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 9, 10, 8 except 2=-131(LC 12), 6=131(LC 12) Max Grav All reactions 25D lb or less at joint(s) 2, 6, 9, 10, 8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-10=-142/356, 5-8=-1421356 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=3.Opsf; h=15ft; 6=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-0 to 2-0-0, Exterjor(2) 2-0-0 to 3-8-0, Corner(3) 3-8-0 to 6-8-0, Exterior(2) 6-8-0 to 8-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/rPI 1. 4) Gable requires continuous bottom chard bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 9, 10, 8 except at=lb) 2=131, 6=131. �4'" IER �.P/R, .`.. •�.0 E N S'•..ti �� . No 2263.9 A. F40 O,N Wa4r P.. Finn PE No22839 MITek USA, Inc. FL L`ert 6634 6964 Parke EasY6lvd. Tampa FL 33610 Date: November 12,2020 ® WARNING - Verity design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. W11, Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verifythe applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/(Plf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 38610 Job Truss Truss Type Qty Ply T21877409 2533968 RF02 Common Girder 1 Job Reference (optional) 3x, 2x4 o.vzU s Uct a ZUZU MI I eK Industries, Inc. I nu NOV 12 12:07:19 2020 Page 1 ID:fZtnzDnhOwbljgvcKgfPtByKJJU-ZxSQCz3tXjZvD16UXgX92Ejsg4d4fXIEtw3SlhyJwyc 3-8-0 7-4-0 3-8-0 3-8-0 44 = H I U2b Scale = 1:20.2 LOADING '(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.01 5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight: 88 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 6=0-7-10, 4=0-7-10 Max Harz 6=-65(LC 6) Max Uplift 6=-225(LC 8), 4=222(LC 6) Max Grav 6=488(LC 1), 4=479(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-488/215, 2-3=488/215, 1-6=-388/204, 3-4=-388/204 WEBS 1-5=-144/416, 3-5=144/416 Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc, Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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. 7) Bearing atjoint(s) 6, 4 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=225, 4=222. 9) Use Simpson Strong -Tie HTU26 (20-10d Girder, 20-10dxl 112 Truss) or equivalent spaced at 2-0-0 cc max. starting at 1-6-12 from the left end to 5-6-12 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-3=54, 4-6=20 Concentrated Loads (lb) Vert: 5=149(B) 7=-149(B) 8=-149(B) E.R pp, 4 No 22839 r A F 41/ fir.. Q •• i AL Wafter P.-Him PE No.22839 Welk Will; Ind. k Carl 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: November 12,2020 ® WARNING-Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 5/19R020 BEFORE USE " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss weband/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI13`1711 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21877410 2533968 RF03 Half Hip Girder 1 1 Job Reference (optional) _ ... _. ___ .. n non E Cct o 2mn MiTok lnri ictries. Inc Thu Nov 12 12:07:20 2020 Pape 1 Budders FirstSource (Jacksonville, FL), JacKsonvlue, FL - 3LL44, jq cK f —B - ---- ID:fZtnzDnhOwbljgvcKgfPtByKJJU-270oPJ4VH1hmgSgg4020aSGwV"rgHOrON5apOg7yJwyb 1 0-0 5 0.0 9_3_9 13-10-10 1-0-0 5.0 0 4-3-9 4-7-1 Scale = 1:26.0 Special 4xB = 5x6 � 3.00 112 NAILED NAILED NAILED 2x4 II NAILED 5x12 = 4 14 15 5 3x4 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- ' 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.55 BC 0.64 WB 0.67 Matrix-S DEFL. in Vert(LL) 0.16 Vert(CT) -0.18 Horz(CT) 0.06 (loc) I/defl Ltd 7-8 >999 240 7-8 >880 180 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 62 lb FT = 20% LUMBER- BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-8 cc purlins, TOP CHORD 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-1 cc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 10=0-3-0 Max Horz 2=173(LC 8) Max Uplift 2=636(LC 8), 10=617(1_C 5) Max Grav 2=874(LC 1), 10=859(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2409/1715, 3-4=-1929/1400, 4-5=1928/1400 BOT CHORD 2-8=-160712121, 7-8=-1555/2047, 6-7=19B/277 WEBS 3-8=-426/733, 4-7=394/434, 5-7=-127211747, 5-10=-967/700 NOTES- 1) Wind: ASCE 7-10; VUlt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 'y11111/�� 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 ,�� '�ER P A,!.. will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. . `! '�i 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) • ; No'2'2$39 i 2=636, 10=617. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 305 lb down and 398 lb up at 5-0-0 on top chord, and 146 lb down and 81 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is ;. S the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �0.0. �,�[•� 1 % � LOAD CASE(S) Standard `ss 4�0 R,OG �`�,` 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 N AL .. Uniform Loads (plf) 11/,111o, %% Vert: 1-3=-54, 3-5=-54, 2-8=20, 6-8=20 Walter P. FlM PE N0.2.M9. Concentrated Loads (lb) MTek USA, Inc. FL CBR 6634 Vert: 3=-194(F) 8=113(F) 4=69(F) 7=26(F) 13=-69(F) 14=61(F) 15=-74(F) 16=26(F) 17=26(F) 18=32(F) Mink6964 A inc. FL Blvd. Tampa FL33810 Date: November 12,2020 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is far an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job acksc Truss Truss Type PlyT218774112533968 RF04 Half Hip FQY 1 ia,dHo� FiratSc ,ice l ,,;ue ci r ,._ ..:,, Job Reference (optional) i - - --- -- - 8.420 s vct a ZuZU fill I eK Industries, Inc. Thu Nov 12 12:07:21 2020 Page 1 ID:fZtnzDnhOwbljgvcKgfPtByKJJU-WJZAde472LpdScFse5Zd7fo1htCx7lgXKEYZMayJwya -1-0-0 7-0-0 13 10-10 1-0.0 7-0-0 6-10.10 5xB 4xe = m 5x8 = 4 3x4 = Scale = 1:25.0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.78 BC 0.55 WB 0.65 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) 0.10 2-6 >999 240 Vert(CT) -0.19 2-6 >872 180 Horz(CT) 0.03 8 file n/a PLATES GRIP MT20 244/190 Weight: 61lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP Nc.2 TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-7-7 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 8=0-3-0 Max Horz. 2=226(LC 12) Max Uplift 2=339(LC 12). 8=273(LC 12) Max Grav 2=572(LC 1). 8=471(LC 1) FORCES.. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1151/846, 3-4=939/877 BOT CHORD 2-6=914/988 WEBS 3-6=0/273, 4-6=801/827, 4-8=-485/385 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-0-0, Exterior(2) 7-0-0 to 11-2-15, Interior(1) 11-2-15 to 13-5-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 bottom chord live load �,��Illlllll/ll ,� -�P , 4F 'j R psf 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, �• , ••• ., , � �1 P ��,G E J1(S ••��i ��j� will fit between the bottom chard and any other members.•y 5) Bearing at Joint(s) 2, 8 considers parallel to grain value using ANSlrrPI 1 angle to grain formula. Building designershould verify �� o 0 • N228.39 capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=ib) � � • � 2=339, 8=273. SOT .•`` • Walter P• Finn PE No.22839 Oro USA, Ins. k Cart 6tN 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5f192020 BEFORE USE.^ Design valid for use only with MITek® connectors. This design is based onlyupon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 quality Criteria, DSB-89 and BCSI Building Component Blvd. e East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parke 3ast Job Truss Truss Type Qty Ply T21877412 =Reference 253396E RF05 Half Hip 1 o non � n..# o omn RMTalr Inch ictries Inc. Thu Nov 12 12:07:22 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244. i 4X4 10 ID:fZtnzDnhOwbljgvcKgfPtByKJJU-. 1 44 = 10 W 5X8 = Scale = 1:27.4 0 0 0 N LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP MT20 2441190 TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.15 2-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.32 2-7 -507 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.03 8 n/a n/a Weight: 67 lb FT = 20% BCDL 10.0 Code FBC2017/TP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 8=0-3-8 Max Horz 2=258(LC 12) Max Uplift 2=-330(LC 12), 8=282(1_C 12) Max Grav 2=571(LC 1), 8=472(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1241/1096, 3-4=-884/710, 4-5=-7601713 BOT CHORD 2-7=-1221/1152 WEBS 3-7=-3481466, 5-7=-673/725, 5-8=-478/443 Structural wood sheathing directly applied or 5-1-1 oc purlins, except end verticals. Rigid ceiling directly applied or 5-4-4 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-2-2, Exterior(2) 8-2-2 to 12-5-1, Interior(1) 12-5-1 to 13-5-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed 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) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=330,8=282. R'P I , o i• • � No 22838 r 0, OF t �/ Z Walter R Ann PE No-22839 Mink uak Inc. FL Ceit6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2020 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall MOW design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 3B610 Job Truss Truss Type Qty Ply 2533966 RF06 Half Hip 1 1 T21877413 R ,11H. a FirvfRnl vre u��l.�,,.,,,�ue cr i ��„�..,,.,,.;��,. Job Reference o tional 3 - --• •• • ��� �, 8.420 s Oct a zuzu mi I eK Industries, Inc. Thu Nov 1212:07:22 2020 Page 1 ID:fZtnzDnhOwbljgvcKgfPtByKJJU=W7Yq_51pexU4mg3Cp4sftLJFHbnsrhgZul6vOyJwyZ 1-0-0 5-10-4 10-2-2 13-10-10 1-0-0 5-104 4-3-14 3-8-8 3x4 = 2x4 II 48 = 3x4 = Scale = 1:34.7 6x8 II 3x4 = 3x4 = 5-10-4 1 %2-2 13-10-10 5-10-4 4-3-14 3 8 8 Plate Offsets (X Y)— Offsets Y)— 12:0-2Plate 2-O,Edge] 14.0-5-4 0-2-01-5-4 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.03 2-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.07 2-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-S Weight: 83 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 10=0-3-0 Max Horz 2=314(LC 12) Max Uplift 2=-313(LC 12), 10=299(LC 12) Max Grav 2=572(LC 1), 10=473(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-747/373, 3-4=346/198, 6-9=-352/407, 5-9=-352/407 BOT CHORD 2-8=-593/651, 7-8=593/651, 6-7=-254/272 WEBS 3-7=-466/414, 4-7=193/318, 4-6=-439/414, 5-10=-476/427 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 7-7-2 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-2-2, Exterior(2) 10-2-2 to 13-5-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed 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) Bearing atjoint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=313, 10=299. Walter RHim PE No.22839 MITek.USk inc. FL C,e t•$B84 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2020 WARNING - Vedty design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE. -- Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21877414 2533968 RF07 Half Hip 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 12:07:23 2020 Page 1 ID:fZtnzDnhOwbljgvcKgfPtByKJJU-Sihw2K6Nay3LhwPFm Wc5C4uT4hxnbGQpnY1 gRSyJwyY 1-0-0 5-10-6 11-2-8 1310-10 1-0-0 5-10-8 5-4-0 2-8-2 31 4xe = 6x6 II 3x4 = 2x4 II 3x4 = 3x4 = 5-10-8 Scale=1:36.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.03 2-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.06 2-8 >999 180 BCLL 0.0 Rep Stress [nor YES WB 0.39 Horz(CT) 0.02 10 n/a nla BCDL 10.0 Code FBC20171TP12014 Matrix-S Weight: 87 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-8-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 10=0-3-0 Max Horz 2=341(LC 12) Max Uplift 2=302(1_C 12), 10=310(LC 12) Max Grav 2=572(LC 1), 10=486(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-756/329, 3-4=282/106, 6-9=-425/460, 5-9=-425/460 BOT CHORD 2-8=586/669, 7-8=586/669 WEBS 3-7=537/456, 4-7=1731332. 4-6=-472/442, 5-10=-488/443 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-2-8, Exterior(2) 11-2-8 to 13-5-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. n 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,��� • .�ER /C,I�e• �/� �j 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 �� ``Q.�•.:• •:.. E N �• �/ will fit between the bottom chord and any other members. ��� V-..••�� S .0 y F•� i� 5) Bearing at joint(s) 10 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify `� �' % capacity of bearing surface. • NO 22839 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=302, 10=310. :. OF Wafter R,Hnn PE No.22839 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. ��� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Plf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type�Oty Ply ]Half T21877415 2533968 RFOB Hip 1 1 Job Reference (optional) builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 12:07:24 2020 Page 1 ID:fZtnzDnhOwbljgvcKgfPtByKJJU-wuFJFg7OLGBCJ3_RJD7KIIQdY5F2Kf5zOCnDzuyJwyX 13.10-10 -1-10 6-10-8 13-2-8 1 7- 1-0-0 6-10-8 64-0 0.4.1 0-3-8 5x8 Scale = 1:41.5 = M 6.00 112 3x4 = - 2x4 II 4x4 = LOADING (pso SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x6 SP N0,2 "Except" 1-3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-5: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 8=0-3-0 Max Horz 2=395(LC 12) Max Uplift 2=277(LC 12), 8=335(LC 12) Max Grav 2=572(LC 1), 8=517(LC 17) 3x4 = 3x4 = 8 6-10-8 13-7-2 13- 0 10 6-10-8 6-8-10 0-31-8 CSI. DEFL. in (loc) I/dell L/d TC 0.49 Vert(LL) -0.05 5-6 >999 240 BC 0.46 Vert(CT) -0.10 2-6 >999 180 WB 0.68 Horz(CT) -0.03 8 n/a n/a Matrix-S FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-719/187, 5-7=215/378, 4-7=-215/378 BOT CHORD 2-6=444/632, 5-6=-446/626 WEBS 3-6=0/308, 3-5=673/482, 4-8=-519/363 IN1 PLATES GRIP MT20 244/190 Weight: 84 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or B-7-12 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4,2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-5-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 OD Ito uplift atjoint(s) except Gt=ib) 2=277, 8=335. ,,`rpru ER P. ��� �P •.�:C E N S•'•�ti ��i No 22839 r : � r so RI j • `V`� Wafter P. Rnn PE Nc.22839 Mrrek U,6A inc. FL Bert M 69M Parke East Blvd. Tampa FL 33610 Date: November 12,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE. �— Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��' a truss system. Before use, the building designer must verify the applicability, of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Plf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Truss Truss Type Qty Ply T21877416 [2533968 RF09 Mo topitch 3 1 Job Reference (optional) .oA onon o�..e 4 Buiiders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, o.ycu s Ua a cvcv wn I — a luu-1I", ... ID:fLtnzDnhOwbljgvcKgfPtByKJJU-wuFJFg7OLGBCJ3_RJD7KIIQdS5FzKfrzOCnDzuyJwyX 1-0-0 7-0-13 13-10-10 1-0-0 7-0-13 6-9-13 64 46 = 3x4 = 2x4 II 3x4 = 3x4 = 3x4 = 8 Scale = 1:41.9 Plate Offsets (X Y) [3.0 3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.05 2-6 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.12 2-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) -0.04 8 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-S Weight: 78 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-8-11 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 8=0-3-0 Max Horz 2=400(LC 12) Max Uplift 2=-275(LC 12), 8=337(LC 12) Max Grav 2=572(LC 1). 8=518(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-702/174, 5-7=219/381, 4-7=-219/381 BOT CHORD 2-6=-433/612, 5-6=434/608 WEBS 3-6=0/308, 3-5=657/469, 4-8=-519/366 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-5-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 8 considers parallel to grain value using ANSI/iPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 2=275, 8=337. ♦ PENS` y ♦ . ' No 22839 :fit A F Walter P. Finn PE No.22839 MITek USA, ilic. FL CeiF6634 6904 Parkti,East Blvd. Tampa FL 33610 Date: November 12,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verily 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 fabdcalion, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply T21877417 2533968 RF10 Monopitch 3 1 o tional Job Reference irstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.420 s Oct 9 2020 Mi rek Industries, Inc. Thu Nov 12 12:07:25 2020 Page 1 ID:fZtnzDnhOwblj gvcKgfPtByKJJ U-04phTO8e6ZJ 3xDZdtxeZH Vzm cU VR3846 Fs WnV LyJwy W -12 0 2-7-10 8-1-6 13-10-10 1-11 2-7-10 5-5-12 5-94 3 4x4 = - 2x4 II 6.00 12 4x6 = 3x4 = Scale = 1:41.9 2-7-10 8-1-6 13-10-10 2-7-10 5-5-12 5-9-4 Plate Offsets (X,Y)— i3:0-6-10,0-2-121 (4:0-3-0,0-3-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.55 8 >291 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.59 8 >271 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.24 11 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S Weight: 76 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-4: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (size) 2=0-7-10, 11=0-3-0 Max Horz 2=400(LC 12) Max Uplift 2=-271(LC 12). 11=337(1_C 12) Max Grav 2=584(LC 1), 11=520(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-279/0, 3-4=-745/273, 6-10=268/440, 5-10=-268/440 BOT CHORD 3-7=5121728, 6-7=511/723 WEBS 4-7=-18/316, 4-6=804/569, 5-11=-521/365 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 1-11-3, Interior(1) 1-11-3 to 13-5-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 bottom chord live load loads. ,�rr��! I psf nonconcurrent with any other live ' 0% ER p � 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. V- '•�(� E N Y/Ij,�j� 4) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ,��' • S.••I V �•. capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) ``a � No 22839 '• Z 2=271, 11=337. s ONA"I�,�`. Walter P- Rnn PE No.22839 Miiek Nk Inc. FL Celt 66M 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19I2020 BEFORE USE. Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT�. k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPlf Quality Criteria, DSB49 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job toss "�" 'yN= T21877418 25339RR RF11 Monopilch 2 1 ,_,„_,______,_.._..,, Jacksonville, FL - 32244, 8.420 s Oct 9 2020 1-0-0 4x8 = 6.00 12 5 44 = 2x4 II Inc. Thu Nov 1212:07:26 2020 Page 4x6 = v5 46 = 11 Scale = 1:42.1 2-7-10 8-2-12 14-1-b 2-7-10 5-7-2 5-10-10 Plate Offsets X Y — 3:0-6-10,0-2-12 4:0-3-0 0-3-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) Ildefl Ltd 240 PLATES GRIP MT20 244/190 TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.57 8 >284 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.61 8 >266 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.25 11 n/a n/a Weight: 81 lb FT = 20% BCDL 10.0 Code FBC2017/TP12014 Matrix-S LUMBER- *Except* BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, TOP CHORD 2x4 SP No.2 except end verticals. 1-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-6: 2x4 SP No.2 OTHERS 2x6 SP No.2 REACTIONS. (size) 2=0-7-10, 11=0-5-0 Max Horz 2=402(LC 12) Max Uplift 2=274(LC 12), 11=336(1_C 12) Max Grav 2=589(LC 1). 11=519(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-282/0, 3-4=748/273, 6-10=-273/447, 5-10=-273/447 BOT CHORD 3-7=-511/730, 6-7=511/724 WEBS 4-7=-19/318, 4-6=804/567, 5-11=-521/365 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 111111// II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 1-11-3, Interior(1) 1-11-3 to 13-6-2 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �.�� -'(SR P. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ���.�jQ��'.�•"'•••. ��/ ��j 0. 3) •This truss has been designed for a live load of 20.0 sf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ♦♦ `� ;: •��J E N s �'•�i will fit between the bottom chord and any other members.♦, ; • ••• 4i 4) Bearing at joint(s) 11 considers parallel to grain value using ANSIlTPI 1 angle to grain formula. Building designer should verify N 0 228.39 • capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Gt=lb) 2=274, 11=336. Q A*F • ��� . �i��. Q ON �Irs ••••:...••'' • i''is;ONA E;��� Walter R Ann PE No.22839 mrrek uS% Inc. FL Celt 0634 6964 Parke East Blvd. Tampa FL 33610 Date: November 12,2020 A WARNING -Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design Into the overall MiTek' building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type oty Ply 2533966 RF12 Half Hip 1 1 T21877419 Builders FirstSource (Jacksonville- FI_i Iackcnnvluc PI- A9 , Job Reference (optional) •------• - - o.— s ucr a 2026Ivii Tek maustries, Inc. I nu Nov 12 12:07:27 2020 Page 1 ID:fZtnzDnhOwbljgvcKgfPtByKJJU-KTxRti9ueBZmAXjO?Mg1 Mw22U ICuX4cPiA?laDyJwyU 1-0.0 2-7-10 7-3-13 12-0- -7-0 1-0-0 210 4-8-3 4-8-3 5 4X4 48 = 2x4 11 2-7-10 7:-13 11-11-IL 1-11-I 1 -5- 2-7_10 n_z1n 4x6 11 Scale = 1:37.0 Plate Offsets (X,Y)— j3:0-6-10.0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.46 8 >311 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.50 8 >286 180 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT) 0.20 11 n/a rda BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 70 Ib FT = 20% I_UMbiEK- BRACING - TOP CHORD 2x4 SP NOA TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 5-6: 2x4 SP No.2 OTHERS 2x6 SP No.2 REACTIONS. (size) 2=0-7-10, 11=0-5-0 Max Hom 2=357(LC 12) Max Uplift 2=-253(LC 12). 11=291(LC 12) Max Grav 2=527(LC 1). 11=451(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=675/267, 6-10=-245/396, 5-10=245/396 BOT CHORD 3-7=-475/666, 6-7=475/666 WEBS 4-7=-27/282, 4-6=-731/521, 5-11=-453/322 Structural wood sheathing directly applied or 2-2-0 oc puffins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 1-11-3, Interior(1) 1-11-3 to 11-9-15 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 11 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 2=253, 11=291. �`�'► VEER P, F/ti �i No 22839 Qom.. % Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert." 6964 Parke East Blvd. Tampa FL 33610 Date: November 12,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1=020 BEFORE USE. Design valid for use only with Mrreke connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sufle 203 Waldorf, MD 20601 Blvd. Tampa, 6904 Parke 3 e East ast Job Truss Truss Type Qty Ply T21877420 2533968 RF13 Half Hip 1 1 Job Reference (optional) • o .,nn - — n -- --1 In.lnelrice Inn Th.. N— 19 19.07"97 2020 Pace 1 Builders FirstSource (JacKsonvvie, t-u), Jacxsunvum, r� - o��Y, -• •-- - -- - ---- --- - --- --- ID:fZtnzDnhOwbljgvcKgfPtByKJJU-KTxRti9ueBZmAXjo?Mgl Mv2ODID-X7gPiA?taDyJwyU 1-0-0 2-7-12 , 6-3-5 10-0-0 1p-5 -7-10 3-7-11 3-8-11 5-3 4x8 = 4x4 = 2x4 11 Plate Offsets (X Y) [3:0 5 15 0-1-12j 2-7-10 2-7_10 y-� 74 1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.35 7 >337 240 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.48 3-6 >246 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.2 "Except* 4-6: 2x4 SP No.3 2x6 SP No.2 OTHERS REACTIONS. (size) 2=0-7-10, 10=0-5-0 Max Horz 2=303(LC 12) Max Uplift 2=229(LC 12), 10=237(1-C 12) Max Grav 2=453(LC 1), 10=370(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-480/235, 6-9=211/347, 5-9=-211/347 BOT CHORD 3-6=-414/494 WEBS 4-6=-497/439, 5-10=-373/269 Scale: 318"=l' PLATES GRIP MT20 2441190 Weight: 55 lb FT = 20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterjor(2) -1-0-0 to 1-11-3, Interior(1) 1-11-3 to 9-9-15 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=229,10=237. ISR P. ��` �P EN ,�7, • No -228.89 ; Z * • *. I OF �000. s 0 N AL E"k 0% Walter R Rnn PE No22839 Mirek USA, Ind. FL aert6834 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the appiicability of design parameters and prop Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TFI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2533968 RF14 Half Hip 1 1 T21877421 RrrilrVere Fire/Cnrrrne r I�nLenn,.il1., CI 1 Job Reference (optional) -. --- ---• • •••-r • - --- • •r u, u n ul, a ZUZU No I ex Inuusirles, Inc. I nU NOV 12 12:Ut:Zd 2UZU Page 1 ID:fZtnzDnhowbljgvcKgfPtByKJJU-pfUp52AWPUidohICY3BGv8bC1 ibkGZgzxglR6gyJwyT 1-0-0 2-7-10 B-0-0 g_g-6 1-0-0 2-7-16 5-4-6 1-9 6 6x8 = 56x8 II 4x4 = 2x4 II 2-7-10 B-0-0 2-7-10 5.4-6 •I_R1i 3x4 = Scale = 1:27.8 Plate Offsets (X Y)— 13:0-4-0,0-1-131 14:0-5-8 0-2-41 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Udefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.47 8 >241 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.48 8 >236 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Harz(CT) 0.17 11 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S Weight: 50 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 11=0-3-0 Max Horz 2=255(LC 12) Max Uplift 2=-237(LC 12), 11=210(LC 12) Max Grav 2=432(LC 1), 11=334(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-319/160, 6-10=516/450, 5-10=516/450 BOT CHORD 3-7=293/276, 6-7=301/290 WEBS 4-7=-146/375, 4-6=644/667, 5-11=337/357 Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 1-11-3, Interior(1) 1-11-3 to 8-0-0, Exterior(2) 8-0-0 to 9-4-2 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=237, 11=210. %%%� - R ,P. _JS t No 298.39 i •• Q F10 <C/ +0N11 A '��1`��� Walter Kfinn PE No.22839 mak U$A, Intl. FL Cert 6634 6904 Parke East*d. Tampa FL 33610 Date: November 12,2020 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev. 5/192020 BEFORE USE • Design valid for use only with Mt rekG connectors. This design is based only upon parameters shown, end is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUMPII Quality. Criteria, DSB-89 and BCSI Building Component Blvd, e 6904 ParkEast Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, Parke East Job Truss Truss Type 4tY PIY T21877422 2533968 RF15 Half Hip 1 1 Job Reference (optional) • -1 o onon nniTetr Inrincrrioc Inn Thu Nnv 17 19.07,29 2020 Pace 1 Builders Firstbource (JeCKsonvine, I-L), J-ecnbonnae, rL - 044". — -- - --- - — - - ID:fZtnzDnhOwbljgvcKgfPtByKJJU-Hs2BINBBAogUPrsP6njVSL8TK6?g?1giAUU f6yJwyS -1-0-0 6-0-0 9-9-6 3-9-6 1-0-0 6-0-0 48 = 4x4 = 4 6x8 II 3x4 = 8 0 d N Scale = 1:23.0 6-0-0 9-9-6 6-0-0 3-9-6 Plate Offsets X Y — 3:0-5-0 0-2-0 LOADING (psf) SPACING- 2-0-0 CSI. TC 0.55 DEFL. in Vert(LL) 0.04 (loc) Vdefl L/d 2-6 >999 240 PLATES GRIP MT20 244/190 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.08 2-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.01 8 n/a n/a Weight: 47 lb FT = 20% BCDL 10.0 Code FBC2017ITP12014 Matrix-S LUMBER- BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, TOP CHORD 2x4 SP N0.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-8-9 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 8=0-3-0 Max Horz 2=202(LC 12) Max Uplift 2=261(LC 12), 8=190(LC 12) Max Grav 2=421(LC 1), 8=318(LC 1) FORCES. (lb) -Max, Comp./Max. Ten. -Ail forces 250 (lb) or less except when shown. TOP CHORD 2-3=-401/221, 5-7=2521259, 4-7=-252/259 BOT CHORD 2-6=-320/298, 5-6=3201304 WEBS 3-5=3651391, 4-8=330/319 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-0-0, Exterior(2) 6-0-0 to 9-4-2 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. ��� - 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,�* V SR, P .:.•. 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 `,,� . `Q. N S •• � Imo,' will fit between the bottom chord and any other members. V- ' 5) Bearing at joints) 8 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify ' •y •"• capacity of bearing surface. •:• No 228.3.9 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=1b) * : �. 2=261, 8=190. • • /yam a 3- • OF .714-- Walter P- Rnn PE No.22839 MTek USA, Inc. FL 6erf 6634 . 6904 Padre East Blvd. Tampa FL 33610 Date: November 12,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20501 Tampa, FL 36610 Job Truss Truss Type Ply 2533968 RF16 Half Hip Supported Gable lQty 1 1 T21677423 MOW— Mare., e r r -1 eu M Job Reference o tional UAZU S Uct S ZUZU MI fek Industries, Inc. Thu Nov 1212:07:30 2020 Page 1 ID:fZtnzDnhOwbljgvcKgfPtByKJJU-12caWBmx6yL1_RbgUEk ZgiCVOLkUgr08EXBYyJwyR 1 0-0 4-0-0 94-6 1 0-0 4-0-0 5-4-6 44 = 3x4 = 15 16 Scale = 1:19.3 4-U-U 4-0-0 g4-6 5-4-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (ioc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) -0.00 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 43 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 9-4-6. (lb) - Max Harz 2=148(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 10, 11 except 2=108(LC 12), 12=-165(LC 12) Max Grav All reactions 250 lb or less at joint(s) 8, 2, 9, 10, 11 except 12=302(LC 17) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-12=-213/558 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 4-0-0, Corner(3) 4-0-0 to 7-0-0, Exterior(2) 7-0-0 to 9-2-10 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 cc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9, 10, 11 except (jt=lb) 2=108, 12=165. • No 22839 A F Rl Walter R Rim PE No.22839 MITek,WA, Inc. FL Cart 6ti34 6964 Parke East Blvd. Tampa FL 33610 Data: November 12,2020 ® WARNING - Vedfy design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51042020 BEFORE USE. ^ Design valid for use only with MiTeke connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUPP11 Qualify Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. D 20601 Tampa, Parke East Job Truss Truss Type Qty Ply T21877424 2533968 RF17 Monopitch 1 1 Job Reference (opt onal o Ann n.a o 2020 Mffe < tndi isfdes Inr.. Thu Nov 12 12:07:30 2020 Pape 1 Builders FirstSource (Jacksonville, FL), Jacksonville, hL - 3ZZ44, " of B _ J J "" aWjBmx6 ID:fZtnzDnhOwbljgvcKgfPtByKJJ U-12caWIBmx6yL1_RbgUEk_ZgifVGmkVSr08EXBYyJwyR 5-3-14 7-4-7 1-D 0 5-3-14 2-0-10 i 2x4 II 2x4 = 3x4 = LOADING (pso SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 TCDL 7.0 Lumber DOL 1.25 BC 0.63 BCLL 0.0 Rep Stress Incr YES WB 0.12 BCDL 10.0 Code FBC2017frP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 5=0-8-0, 2=0-7-10 Max Horz 2=234(LC 12) Max Uplift 5=-177(LC 12), 2=-191(LC 12) Max Grav 5=275(LC 17), 2=334(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-5=274/392 DEFL. in (loc) I/deft Lid Vert(L-) -0.14 2-5 >607 240 Vert(CT) -0.27 2-5 >304 180 Horz(CT) -0.00 5 n/a n/a Scale=1:25.5 PLATES GRIP MT20 2441190 Weight: 35 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. 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=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-2-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=177, 2=191. DER P, F ii No 228.39 P. �.0 �00 Oftb 00 ID ,O'N A' ,�. Wafter R Rnn PE No.22¢39 Walk USA, Ina FL Cert 6634 . 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5M M020 BEFORE USE. �� Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall MiTQi"k• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2533968 RF18 Monopitch 1 1 T21877425 Builders FirsLSnnrca Llac4cnnvilla GI t �,,.��,,.,.,n�.. Job Reference o tional --- - U.— s Uu a ZUZU Ivn I eK Inaustries, Inc. I nu Nov 12 12:07:31 2020 Page 1 ID:fZtnzDnhOwbljgvcKgfPtByKJJU-D EAyj3CPiP4Cf80nECIzXm DOkvZCTxl?doz5j?yJwyQ 1-0-0 4-9-12 9-4-7 1-0-0 4-9-12 4-6-12 2x4 II LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Ildefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.22 2-5 >477 240 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.45 2-5 >238 180 BCLL 0.0 Rep Stress Incr YES WE 0.18 Herz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP NO.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 5=0-8-0, 2=0-7-10 Max Horz 2=287(LC 12) Max Uplift 5=232(1_C 12), 2=215(LC 12) Max Grav 5=357(LC 17), 2=406(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=367/139 BOT CHORD 2-5=-379/337 WEBS 3-5=-355/417 3x6 = Scale = 1:31.3 PLATES GRIP MT20 2441190 Weight: 45 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 9-4-8 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-2-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at Joint(s) except Qt=lb) 5=232, 2=215. es P .` �.••�OENS • �� No 228.89 T$ OF :�L: O •• . jv ,� is �`•.• •. •.• • �'�'. 1� Walter P Rnn PE No.22839 MTek 0$A, Inc. FL Cori 6G34 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2020 A WARNING -verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Beforeuse, the building designer must veriy, the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke e East Blvd. Tampa, 36610 Job Truss Truss Type Qty Ply T21677426 2533968 RF19 Roof Special Girder 1 1 Job Reference (optional) • o non . n..r o omn nelTolr rnrli ictrias Inc Thu Nov 12 12:07:32 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 5-9-15 5-6-7 ID:fLtnzDnhOwbljgvcKgfPIByKJJU-hRkKxPD1 5x6 = 2x4 II 3x4 = 5x6 = 4 5 21 6 22 7 1-3 37 Scale = 1:65.7 ono — 6x8 = 3x6 = 3x4 = 3x6 = 3x4 = 3x4 = 3x10 x = tj 3x4 = NAILED NAILED 27-8- LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.57 BC 0.63 WB 0.82 Matrix-S DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/dell L/d -0.11 14-15 >999 240 -0.24 14-15 >999 180 0.02 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 219 lb FT = 20% LUMBER- BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, TOP CHORD 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-19 REACTIONS. (size) 12=0-7-10, 2=0-7-10, 19=0-7-10 Max Horz 2=202(LC 7) Max Uplift 12=-427(LC 8), 2=126(LC 18), 19=-1077(LC 8) Max Grav 12=740(LC 18), 2=227(LC 17). 19=1954(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-204/482, 3-4=-125/468, 4-5=343/808, 5-6=-343/808, 7-8=712/400, 8-9=-1816/951, 9-10=905/506, 10-11=905/506, 11-12=701/413 BOT CHORD 2-20=-405/190, 19-20=-684/459, 15-17=-2041606, 14-15=473/960, 13-14=776/1564 WEBS 7-15=-232/542, 9-14=506/373, 9-13=-813/383, 11-13=607/1088, 3-20=-4111369, 4-20=-4631764, 5-19=-273/175, 4-19=728/444, 6-17=-216/568, 7-17=673/355, 6-19=-1267/704, 8-15=-560/387, 8-14=463/901 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-1o; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. ,�j � II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ��R P. Fii� 3) Provide adequate drainage to prevent water ponding. ' •• •�•' 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. S F 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� �' •�' • �• ♦� will fit between the bottom chord and any other members. : No 228.39 • i 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=427,2=126,19=1077. 7) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). : S cc Z LOAD CASE(S) Standard ✓♦♦X( P • ••�a� 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pl,,�` ••• O R,O= f)•��,,, r Vert: 1-4=54, 4-7=54, 7-9=54, 9-11=-54, 2-12=-20 Concentrated Loads (lb) �iNA Vert: 13=-2(F) 24=2(F) Walter P• Rnn PE No.22839 MITek USA, inc. FL Cert 604 6904 Parke East Bhld. Tampa FL 3300 Date: November 12,2020 ,&WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design into the overall bullding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANS11iP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2533968 RF20 Roof Special 1 1 T21877427 Job Reference o tional •- - - --------• -•• --- ---• • ••• • - --- •„ o."zu s um a zuzu mi I eK mcustnes, Inc. I nu Nov 12 12:07:34 2020 Page 1 ID:fZtnzDnhOwbljgvcKgfPtByKJJU-dps4L5FH_KSnWclMvKlg9PrFP7cLgCvRJm CIKJyJwyN �1-0 q 6-11-7 13-0-0 17-8-0 21-11-10 29-5-10 33 4 13 37-0 0 1 0 0 6 11 7 6-0-15 4-3-10 4310 7-6-0 3-11-3 3-11-3 �1 d Scale = 1:65.7 5x6 = 6.00 12 3x4 = 5x6 = 4 20 215 22 6 2x4 II 5x6 = 3x8 = 3x6 = 3x4 = 6x8 = 6x8 = 6-11-7 12-2-0 3 4.6 21-11-10 29-5-10 37-0-0 6-11-7 5-2-9 -2-6 8-7-4 7.rs n A Plate Offsets (X,Y)— (3:0-3-0,0-3-01 r4:0-3-0 0-2-01 r6:0-3-0 0-2-01 114.0-2-D 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.10 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.22 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 216 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 10=0-7-10, 2=0-7-10, 16=0-7-10 Max Horz 2=-222(LC 10) Max Uplift 10=-401(LC 12). 2=151(LC 12). 16=-991(LC 12) Max Grav 10=795(LC 22), 2=327(LC 21), 16=1787(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-182/301, 3-4=370/674, 4-5=-84/341, 5-6=552/519, 6-7=-709/445, 7-8=-1375/847 BOT CHORD 2-17=257/194, 16-17=-260/191, 15-16=-359/342, 11-13=-86.1/1389, 10-11=540/822 WEBS 3-17=0/271, 4-15=479/858, 5-15=930/695, 5-13=-447/690, 7-13=-898/632, 7-11=281/299, 4-16=1406/914, 3-16=651/481, 8-10=10161678, 8-11=-394/706 Structural wood sheathing directly applied or 3-7-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 5-15, 7-13, 4-16 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=3.Opsf; h=15ft; 9=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-8-13, Interior(1) 2-8-13 to 13-4-6, Exterior(2) 13-4-6 to 17-1-3, Interior(1) 17-1-3 to 21-11-10, Exterior(2) 21-11-10 to 25-8-7, Interior(1) 25-8-7 to 37-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=401,2=151,16=991. `'�llllllIfillI 0` �-�EA P. �,•P " E N''% .; No 228.39 •Irz t5F 441 %FS p R 1'D Wafter P- Rnn PE No.22839 MTak USA, Inc. FL Cert m 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 rev. SAMO20 BEFORE USE. ;^ Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall piTek^ building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iN fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPH Qualify Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 6904 Parke Easl Blvd. 20601 Tampa, Parke 36610 ast Job Truss Truss Type QtY Ply T21877428 2533968 RF21 Roof Special 1 1 Job Reference (optional) .. I T4 Alov 12 12:07•37 2020 Pane 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 0.— 5 U11 0 <� � - _� -..- .-._.._. __-- . ID:fZtnzDnhOwbljgvcKgfPtByKJJU-20XD_7H9H FgMN3UxaSsNm 1 TnyKeftS It7jQPxeyJwyK 1-0- 6 6 2 12 5-13 15 4 6 19-11-10 275-10 29-5-10 32-9-13 37 4-0 0 0 6 6-2 5-11-11 2-10-9 4-7 4 7 6-0 2-0-0 3 43 4-6 3 Scale = 1:66.2 5x8 = 6.00 12 5x6 = 21 22 6 2x4 II 6x8 =3x6 =3x4 = 3x8 = 3xb 3x4 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017fTP12014 CSI. TC 0.76 BC 0.62 WB 1.00 Matrix-S DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d -0.11 10-11 >999 240 -0.23 10-11 >999 ISO 0.03 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 222 lb FT = 20%u LUMBER- TOP CHORD BRACING - 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-14 REACTIONS. (size) 10=0-7-10, 2=0-7-10, 17=0-7-10 Max Horz 2=326(LC 11) Max Uplift 10=-419(LC 12), 2=216(1_C 12), 17=902(1_C 12) Max Grav 10=834(LC 18), 2=378(LC 21), 17=1688(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-312/154, 3-4=195/518, 4-5=-107/271, 5-6=-446/541, 6-7=-557/471, 7-8=1174/913, 8-9=-1215/860, 9-1 0=1 422/1004 BOT CHORD 2-18=268/326, 17-18=271/323, 15-17=-462/495, 14-15=1331259, 12-14=659/1147, 11-12=-566/1035, 10-11=-819/1211 WEBS 3-18=0/272, 3-17=623/415, 4-17=1314/938, 4-15=-568/948, 5-15=-822/529, 5-14=-575/816, 7-14=-892/707, 8-12=202/252, 8-11=-141/254, 9-11=-254/312 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=3.Opsf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. ``\�\\Illllff and RS;00, Exterior(2) 295-10to(32-11-10, ,�,��R•P.• Ecxttlonal) to 191 3, ntelriorr() 19-1 3to 1g erior(2) 19 11 0tor23-8-711nterior(1) 23-8I7to129-5-110, `�";.' E Ai Interior(1) 32-11-10 to 37-0-3 zone:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip ��� \(`i 3) Provide adequate drainage to prevent water ponding. NO 228.39 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ; r will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)10 10=419, 2=216, 17=902.O •fin ; A F ••� :w �i t�`Si • • O RA . •�� ��� ,�i�s�ONIA 1. Walter P. Finn PE No22839 MITek U$k 16c. FL deft 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE Design valid for use only with Mfrek® 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 A building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!TP k' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTFIi quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2533968 RF22 Roof Special 1 1 T21877429 ....._.,..... Job Reference (optional) d-42U s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 12:07:39 2020 Page 1 ID:fZtnzDnhOwbljgvcKgfPtByKJJU_nfzPolQpt43cNdKitursSY6x8FVLReAT1vW7XyJwyl 17-11-10 1-0-0 6.6-2 125-13 17-4-6 17,84 25-5-10 27.5-10 31-7-10 37-0-0 -0-0 6S2 5-11-11 4-10-9 0 7.6-0 2-0-0 42-0 5&6 0310 Scale = 1:67.6 5x6 = 1e 1J -- 13 11 10 3x6 = 2x4 ll 6x8 =3x6 = 3x8 = 3x6 = 3x4 = 3x4 = 17-11-10 6-6 2 12-513 174.6 17,84 5 2510 27.510 37-" 6£-2 5-11-11 4-10-0 7{.0 2.0.0 9-10-6 0.3-10 Plate Offsets (X,Y)-- [3:0-3-0 0-3-0] [7:0-6-0 0-2-81 [15:0-3-8 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.24 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.50 9-10 >588 180 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-S Weight: 209 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15, 6-13, 5-13 REACTIONS. (size) 9=0-7-10, 2=0-7-10, 15=0-7-10 Max Horz 2=372(LC 11) Max Uplift 9=41 O(LC 12), 2=199(LC 12), 15=-928(LC 12) Max Grav 9=821(LC 18), 2=366(LC 21), 15=1725(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-285/202, 34=236/579, 4-5=-314/373, 5-6=-295/322, 6-7=927/746, 7-8=-1056/728, 8-9=-1335/908 BOTCHORD 2-16=-315/331, 15-16=-318/327, 13-15=529/530, 11-13=429/873, 10-11=4001867, 9-10=-723/1130 WEBS 3-16=0/275, 3-15=618/415, 4-15=-1359/916, 4-13=555/986, 6-13=-907/718, 7-1 0=-1 71/405, 8-10=-358/389 NOTES- 1) Unbalanced roof live loads have been considered for this design. Wind: ACE 2) IExp CS Encl., 1GCpi It0.18; MWFRS (directional) and C-C Exter�ior(2) -1-0-0 to 2-8-113, n eP or(1) 2-8-13 to 17 8-0, Exterior(2) 17-8-0 to 21-4-13, Interior(1) 21-4-13 to 27-5-10, Exterior(2) %�� �> R. �P � 27-5-10 to 31-2-7, Interior(1) 31-2-7 to 37-0-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 ♦�` p.V �;.•... //� I, ••• plate grip 3) Provide adequate drainage to prevent water ponding. /lj �,1 V--•••\,(y E At�f S ,� • �, 4111, • y �j� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 228.3E will fit between the bottom chord and any other members. 7k ; 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 9=410, 2=199, 15=928. r ': OF AEI: Wafter P Rnn PE No.22839 MTek USA, Inc. FL Cett 6634 6904 Parke Fast BIA Tampa FL 33610 Date: November 12,2020 ,A WARNING - Vediy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ° Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPll Qualify Criteria, DSB-89 and BCSI Building Component Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Blvd. Tampa, 6904 Parke East East Special T21877430 6-6-2 Jacksonville, FL - 2x4 11 5x6 = 6x6 = 3x6 = 3x6 = 8.420 s Oct 9 2020 MiTek InoL ID:fZtnzDnhOwbljgvcKgfP tByKJ J U-w9nkpUK 3-5 -10 25-5-10 31-1-9 2 5M 10 2-M 5-7-15 3x6 = 3x6 = Inc. Thu Nov 12 12:07:41 2020 Page 1 2x4 11 Scale = 1:67.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.09 13-14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.19 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-S Weight: 211 lb FT = 20% LUMBER- TOP CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-16, 5-14, 6-14 REACTIONS. (size) 2=0-7-10, 16=0-7-10, 9=0-7-10 Max Horz 2=378(LC 11) Max Uplift 2=-211(LC 12), 16=-902(LC 12), 9=-520(LC 12) Max Grav 2=362(LC 21), 16=1717(LC 1), 9=928(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 25D (lb) or less except when shown. TOP CHORD 2-3=-274/202, 3-4=1881599, 4-5=-349/398, 5-6=-309/370, 6-7=834/685, 7-8=-969/666, 8-9=-14501874 BOT CHORD 2-17=-322/328, 16-17=-325/325, 14-16=-543/525, 13-14=265/664, 11-13=664/1206, 9-11=66411206 WEBS 3-17=0/271, 3-16=6091403, 4-16=1350/908, 4-14=-532/991, 6-14=-807/639, 8-13=546/429 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-8-13, Interior(1) 2-8-13 to 17-8-0, Extedor(2) 17-8-0 to 21-4-13, Interior(1) 21-4-13 to 25-5-10, Exterior(2) 25-5-10 to 29-2-7, Interior(1) 29-2-7 to 38-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=211, 16=902, 9=520. j G ESN SF/�y ���♦ `%44 �,\ F• y � J No 2283.9 � { . •1 r. ii 7� • i 7� r A F ` .•441.. Wafter P. Finn PE Nc.22839 wek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa IL 33610 Date: November 12,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21877431 2533968 RF24 Roof Special 1 1 Job Reference (optional) IJ raJLouu1Ge 1JauKSwiVllla, rLI, Jacksonville, FL - 32244, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 12:07:44 2020 Page 1 ID:fZtnzDnhOwbljgvcKgfPtByKJJU-LkSsS WMYePjMj8 WHUQ UOZWFOm92HOhBvcJdHgkyJwyD 1-0- 6 6-2 12-4 8 17 8-0 24-2 4 26-2-4 315-14 37-4 0 -0-0 6-6-2 5-105 5-3-8 6-6-4 2-0-0 5-3-10 5-10-2 -0-0 Scale = 1:67.7 5x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ` BCDL 10.0 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 2x4 II SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 5x8 = 3x6 = 3x8 = 3x6 = 3x8 = 2x4 II 37-4-0 CSI. DEFL. in (loc) Vdlefl lid PLATES GRIP TC 0.60 Vert(LL) -0.12 12-14 >999 240 MT20 2441190 BC 0.56 Vert(CT) -0.25 12-14 >999 180 WB 0.67 Horz(CT) 0.03 9 n/a n/a Matrix-S Weight: 210 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 5-14, 6-14 REACTIONS. (size) 2=0-7-10, 16=0-7-10, 94-7-10 Max Horz 2=378(LC 11) Max Uplift 2=-21O(LC 12), 16=904(LC 12), 9=520(1_C 12) Max Grav 2=360(LC 21), 16=1720(LC 1), 9=927(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-272/207, 3-4=1921605, 4-5=346/393, 5-6=313/360, 6-7=887/703, 7-8=-1024/691, 8-9=1458/886 BOT CHORD 2-17=-324/327, 16-17=327/323, 14-16=-549/529, 12-14=-320/739, 11-12=679/1216, 9-11=-679/1216 WEBS 3-17=0/273, 3-16=-611/404, 4-16=13571905, 4-14=-536/1001, 6-14=-844/664, 7-12=-1551290, 8-12=-492/404 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=3.Opsf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-8-13, Interior(1) 2-8-13 to 17-8-0, Exterior(2) 17-8-0 to 21-4-13, Interior(1) 21-4-13 to 26-2-4, Exterior(2) 26-2-4 to 29-11-1, Interior(1) 29-11-1 to 38-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) 2=210, 16=904, 9=520. JERf�Pr� �� .. •` .G E Ndo No 228.3.9 ©F NA`��,,�� Wafter P- Finn PE No.22839 Miiek.US& Inc. R. Ceft 6634 6904 Parke East Blvd. Tampa FL 33610 Data: November 12,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component' Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qly Ply T21877432 2533968 RF25 Roof Special 1 1 Job Reference (optional) i..,. Thn m— 1g i9•n7•A.r grign Face 1 Builders FirstSource (Jacksonville, FL), Jacksonville, I-L-3LL44, LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 2x4 II SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 5x6 = Gx8 = 3x6 = 3x6 = 17-8-0 3x6 = 3x4 = 3x8 = 4-10-2 Scale = 1:67.7 CSI. DEFL. in (loc) I/defl Lld PLATES GRIP TC 0.46 Vert(LL) -0.18 10-12 >999 240 MT20 244/190 BC 0.77 Vert(CT) -0.37 10-12 >797 180 WB 0.92 Horz(CT) 0.02 10 nla file Matrix-S Weight: 218 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 5-15 REACTIONS. (size) 2=0-7-10, 17=0-7-10, 10=0-7-10 Max Horz 2=378(LC 11) Max Uplift 2=-196(LC 12), 17=924(LC 12), 10=513(LC 12) Max Grav 2=354(LC 21), 17=1747(LC 1), 10=919(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2581245, 3-4=225/640, 4-5=-338/365, 5-6=-295/369, 6-7=1238/900, 7-8=-1011/739,8-9=-1153/742,9-10=1414/926 BOT CHORD 2-18=-3481324, 17-18=-351/320, 15-17=-593/560, 13-15=113/501, 12-13=-415/975, 10-12=-725/1198 WEBS 3-18=0/275, 3-17=-613/401, 4-17=-13871923, 4-15=-533/1048, 6-15=-758/615, 6-13=-5B1/917, 7-13=-572/511, 8-12=-147/321, 9-12=-311/349 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=3.Opsf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-8-13, Interior(1) 2-8-13 to 17-8-0, Exterior(2) 17-8-0 to 21-4-13, Interior(1) 21-4-13 to 28-2-4, Exterior(2) 28-2-4 to 31-11-1, Interior(1) 31-11-1 to 38-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=196,17=924,10=513. %%V. ♦ •� V F % Ko 228.3� 4 Walter R. Rnn PE No.22839 MiTiek USA, Itic. FL befit 6634 69D4 Parke East Blvd. Tainpa FL 33610 Date: November 12,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/192020 BEFORE USE 'S Design valid for use only with MTek& connectors. This design is based only upon parameters shown, and is for an Individual building component, not truss system. Before use, the building designer must verify the applicability of design parameters and propedy 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 ilAiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PIl Quality Cdterfa, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20801 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2533968 RF26 Roof Special 1 1 T21877433 Job Reference (optional) ers Irs ource (Jacksonville, FL), Jacksonville, FL - 32244, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 12:07:46 2020 Page 1 ID:fZtnzDnhOwbljgvcKgfPtByKJJU-H7adtCOpAOz4ySggcrWUexLJDyeZUYrC4d601dyJwyB 1-0- 5-6-14 10-11 4 17-8-0 22-11-2 28-2 4 30-2 4 37 4-0 4 -8-14 5-2-6 6-6-12 5-3-2 5-3-2 2-0-0 7-1-12 _0 Scale = 1:67.7 5x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ` BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 2x4 11 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 6x8 = 3x6 = 3x10 = 4x6 = 3X8 = 2x4 11 CS]. DEFL. In (loc) I/defl L/d PLATES GRIP TC 0.73 Vert(LL) -0.33 12-14 >953 240 MT20 244/190 BC 0.95 Vert(CT) -0.6212-14 >505 180 WB 0.86 Harz(CT) 0.02 9 n/a n/a Matrix-S Weight: 205 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-14, 6-14 REACTIONS. (size) 2=0-7-10, 16=0-8-0, 9=0-7-10 Max Horz 2=378(LC 11) Max Uplift 2=-160(LC 12), 16=-924(LC 12), 9=-549(LC 12) Max Grav 2=287(LC 21). 16=1764(LC 1), 9=985(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-148/332, 3-4=255/700, 4-5=-515/451, 5-6=460/460, 6-7=1739/1143, 7-8=1476/933, 8-9=1491/906 BOT CHORD 2-17=-395/261, 16-17=-398/260, 14-16=-655/544, 12-14=281/740, 11-12=656/1223, 9-11=-654/1223 WEBS 3-16=-513/327, 4-16=-1444/946, 4-14=545/1141, 6-14=-796/625, 6-12=-622/1082, 7-12=-876/610, 8-12=-98/420 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=3.Opsf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-8-13, Interjor(1) 2-8-13 to 17-8-0, Exterior(2) 17-8-0 to 21-4-13, Interior(1) 21-4-13 to 30-2-4, Exterior(2) 30-2-4 to 33-11-1, Interior(1) 33-11-1 to 384-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 2=160,16=924,9=549. �•ui•W•I1 No 228.39 w� F 0RI •' =w NA���, Walter P. Finn PE No22839 MiTek USA, Inc, FL Cert'8634 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2020 ® WARNING- Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not^ a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.. Additional temporary and permanent bracing Is MiTek always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS17rP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Ib [RF27 russ Iuss type T21877434 533968 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, B.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 1212:07:47 2020 Page 1 ID:fZtnzDnhOwbljgvcKgfPtByKJJU-IJ874XPRxK5xacEs9ZIIA8tXRM2WD1 yMJHrXH3yJwyA _1.0. 6-3-0 11-11-8 17-8-0 23-11-2 30-2-4 32-2-4 37-4-0 -4- -0-0 6-3.0 541-8 5-8-8 6-3-2 6-3-2 2-0-0 5-1-12 -0-0 ' Scale = 1:67.7 5x6 = 3x6 = it " - 6x8 = 3x6 = 3x8 = 3x4 = 3x4 = 2x4 i I 3x6 = 4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017frP12014 CSI. TC 0.57 BC 0.65 WB 0.74 Matrix-S DEFL. in (loc) Udell Lid Vert(L-) -0.16 15-17 >999 240 Vert(CT) -0.26 15-17 >999 180 Horz(CT) 0.04 9 n/a nla PLATES GRIP MT20 244/190 Weight: 202 Ito FT = 20% LUMBER- BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-12 oc purlins. TOP CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-14 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 4-17, 6-15 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 17=0-8-0, 9=0-7-10 Max Horz 2=378(LC 11) Max Uplift 2=130(LC 22), 17=948(LC 12), 9=-594(LC 12) Max Grav 2=186(LC 21), 17=1799(LC 1), 9=1019(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-279/551, 3-4=340/771, 4-5=-653/586, 5-6=-6361576, 6-7=1259/848, 7-8=-1787/1201, 8-9=-1659/1058 BOT CHORD 2-17=595/400, 13-15=-46311070, 12-13=1006/1790, 11-12=-808/1407, 9-11=-807I1402 WEBS 3-17=390/363, 4-17=1507/975, 4-15=278/698, 5-15=186/284, 6-15=864/645, 6-13=-194/477, 7-13=-825/588, 7-12=-433/350, 8-12=-3771621 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=3.Opsf; h=158- 3 to 1 8-0, E eave=5ft1 Cat. Wind: Exterior(2) -1-0-0 to 2-8-13, Interior(1) 2-8-13 to 17-8-0, Exterior(2) 17-8-0 II; C; Encl., GCpi=0.18; MWFRS (directional) and C-C to 21-4-13, Interior(1) 21-4 13 to 32-2-4, Exterior(2) 32-2-4 to 35-11-1, Interior(1) 35-11-1 to 38-4-0 zone;C-C for members and ,�� ��R FA ....:.. , forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 '` \`\�'p:•`,c,S.•,I y/� � F�'.,� 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,\ •.•�V f i N o 228.39 '; • 5) ' This truss has been designed for a live load of 20.Opsf on will fit between the bottom chord and any other members, with BCDL = IO.Opsf. �• 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=130,17=948,9=594. r � Wafter P. Finn PE ND.22839 Mffek USA, Inc. FL Celt 6634 6904 Parke East BNd. Tampa FL 33610 Data: November 12,2020 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE . Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall iTek' building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the P 69g4 Parke East Blvd. Safety Information delivery, fromoTruss Plate In titu e, 2670 Crain of trusses and sHighway .Suite 203 Waldorf, MD 20601 Quality Criteria, DSB-89 and BCS! BuildingComponent Tampa, FL 36610 Job Truss Truss Type City Ply 2533968 RF28 Roof Special 1 1 T21877435 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 1212:07:48 2020 Page 1 -1-0- 6-3-0 11-11-8 17-8-0 �V��'1411-11�`oyr.a�U-uvvuvncreneuornp;ejuYyjMUenmL7yseVxxbUgVyJvry9 24-3-2 3 _f4 34-2-4 37-4-0 -4 0 0 6-3-0 5 8 8 5-8-8 7 3 2 7-3 2 2-0-0 3-1-12 -0-0 5x6 = Scale = 1:67.7 - 3x4 4x6 io 3x.6 13 12 11 3x6 = = = = 3x8 = 4x4 = 4x4 =2x4 II 7-1-15 5-7 17-8-0 2L11-2 32-2-4 1 34-2� 37-4-0 7-1-15 1-3 8 9-2-9 7_S_2 , , Plate offsets - 3:0-3-0 0-3-Oj [6:0-L0,0-3-01 I8:0-6-0 0-2-8� G-V-u J-1=1G LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 TCDL 7.0 Plate Grip DOL 1.25 Lumber DOL 1.25 TC 0.79 Vert(LL) -0.31 15-17 >999 240 MT20 2441190 BCLL 0.0 Rep Stress Incr YES BC 0.88 WB 0.84 Vert(CT) Horz(CT) -0.60 15-17 0.09 9 >597 180 BCDL 10.0 Code FBC2017/TPI2014 Matrix-S n/a n/a Weight: 199 lb FT = 20% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP M 31 'Except* 14-16: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=7-5-7, 9=0-7-10, 18=0-3-8 Max Horz 2=378(LC 11) Max Uplift 2=-502(LC 12). 9=-751(LC 12), 18=-370(LC 12) Max Grav 2=895(LC 17), 9=1297(LC 1), 18=731(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-9-12 oc bracing. WEBS 1 Row at midpt 4-15. 6-15, 7-13 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1551/921, 3-4=-1373/888, 4-5=1347/1019, 5-6=-1373/1007, 6-7=-2147/1348, 7-8=-3056/1924, 8-9=-2250/1386 BOT CHORD 2-18=-645/1585, 17-18=645/1585, 15-17=-567/1426, 13-15=-938/1848, 12-13=-1804/3136, 11-12=-1101/1916, 9-11=-1099/1914 WEBS 3-17=-344/346, 4-17=-304/223, 4-15=316/251, 5-15=-554/846, 6-15=-973/694, 6-13=-149/501, 7-13=1356/899, 7-12=897/658, 8-12=908/1514 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=3.Opsf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-8-13, Interior(1) 2-8-13 to 17-8-0, Exterior(2) 17-8-0 to 21-4-13, Interior(1) 21-4-13 to 34-2-4, Exterior(2) 34-2-4 to 37-11-1, Interior(1) 37-11-1 to 38-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb) 2=502,9=751,18=370. O'0 16'tER �P�FA��,�i ��• �,•�X�EIVS•.ijr It•• i No 228.39 yD Walter P. 9nn PE No.22839 MTek,U&% Inc. FL 6eit 6634 6964 Parke East Blvd. Tampa FL 33610 Date: November 12.2020 WARNING -Verify design g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSh1TPl1 Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. Tampa, Parke 36610 East D 20601 Job Truss Truss Type Qty Ply T21877436 2533968 RF29 Roof Special Girder 1 1 Job Reference (optional) .. n. o onon nnireo industrias Inc Thu Nnv 12 1T07!502020 Pace 1 Builders FirstSource (Jacksonville, FL), JaCKsonvllle, FL -32244, K g 8i • DF . WR3zRrhbQonVxVZ1 rQMZo?F4bu0yJwy7 38-4-0 1-0.0 5-7-5 11-2-11 16-6.8 18-9.8 26-3-11 30-1-11 33.9.14 35-9-14 374 0 -0-0 5-7I 5-7-5 5-3-13 2-3-0 7-6-3 3-9-15 3.8-3 2-0-0 1-6-2 -0.0 Scale = 1:69.5 5x8 = - 5x6 = I$ 3x6 = 21 20 '- 18 17 -1. 11 „' -"- 2x4 II 3x4 = 3x6 = 3x4 = 3x8 = 3x6 = 3x4 = 4x12 =2x4 11 Special LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.40 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.60 14-15 >740 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.12 11 n/a n/a Weight: 225 lb FT = 20% BCDL 10.0 Code FBC2017/TPI2014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 6-8: 2x4 SP NOA BOT CHORD Rigid ceiling directly applied or 5-1-4 oc bracing. BOT CHORD 2x4 SP No-1 'Except' WEBS 1 Row at midpt 5-17, 7-17 16-19: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 10-14: 2x4 SP No.2 REACTIONS. (size) 2=0-5-8, 11=0-7-10 Max Horz 2=356(LC 31) Max Uplift 2=813(1_C 8). 11=851(LC 8) Max Grav 2=1426(LC 1), 11=1402(LC 37) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2591/1347, 3-4=-2169/1213, 4-5=1725/1063, 5-6=1517/1026, 6-7=1783/1052, 7-8=-2638/1458, 8-9=-5291/2851, 9-10=-4297/2266, 10-11=2289/1257 BOT CHORD 2-21=1069/2339, 20-21=-1070/2335, 18-20=-811/1917, 17-18=-524/1484, 15-17=1088/2332, 14-15=1428/2842, 13-14=987/1898, 11-13=967/1875 WEBS 5-18=-290/529, 5-17=-170/309, 6-17=217/503, 9-14=-2411/1362, 10-14=1341/2634, 4-20=-101/370, 4-18=-671/419, 3-20=472/293, 7-15=-199/578, 7-17=-10571639, 8-15=-647/409, 8-14=-1217/2330 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=3.Opsf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=813,11=851. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 182 lb down and 144 lb up at 35-9-14 on top chord, and 41 lb down and 60 lb up at 35-9-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 E,R P .�`Q' •:GEti.. •N�. • If �' :• • No 0-2839 . A F '417` N At- Waiter R Rnn PE No.22839 MTek USA, Inc. FL Celt 6634 69M Parke East BNd. Tampa FL 33610 Date: November 12,2020 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5110020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUlP11 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss qry ply 2533968 RF29 FR..fSpeci.1Girder 1 1 T21877436 Job Reference (optional) ---^--• •••^ -�«-+�, o.,mu a Vct a zuzu mi i eK inaustrles, Inc. I nu Nov 12 12:0(:50 2020 Page 2 I D:fLtnzDnhOwbljgvcKgfPIByKJJU-gug8iZRJD FTWR3zRrhbQonVxVZ1 rQMZo?F4buOyJwy7 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=54, 5-6=-54, 6-9=54, 9-10=-54, 10-12=-54, 2-11=20 Concentrated Loads (lb) Vert: 10=26(B)13=22(B) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5A 92020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUIPH Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply T21877437 2533968 RF30 Hip 1 1 Job Reference (optional) a 420 s Oct o 2mn Miink Industries. Inc. Thu Nov 12 12:07:51 2020 Page 1 Builders FirstSeurce (Jacksonville, FL), JaCKSonviiie, FL-32244, "qv "-' ' `J ....' ID:tZtnzDnhOwbljgvcKgfPtByKJJU-dSNWwvSx_ZbM2DYd006fL_29xzP19vrixEvp9QgyJwy6 7-9-4 15-0-0 20--0 25-9-7 7-9-4 7-2-12 5 4 0 5-5-1 Scale = 1:52.2 4xB = 4x6 = 3 6-oo F1-2 3 13 14 15 4 3x4 = 3x4 = 3x4 = 3x8 = 3x6 II 2x4 II 5-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.79 BC 0.69 WB 0.49 Matrix-S DEFL. in Vert(LL) 0.11 Vert(CT) -0.22 Horz(CT) 0.04 (loc) I/defi Ud 1-10 >999 240 1-10 >999 180 6 n/a n/a PLATES GRIP MT20 2441190 Weight: 150 lb FT = 20% LUMBER- BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, TOP CHORD 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No-2 BOT CHORD Rigid ceiling directly applied or 5-6-15 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-8, 3-7 REACTIONS. (size) 1=0-5-8, 6=0-4-3 Max Horz 1=262(LC 12) Max Uplift 1=-473(LC 12), 6=524(LC 12) Max Grav 1=957(LC 17), 6=940(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1614/995, 2-3=-977/723, 3-4=-549/561, 4-5=-676/542, 5-6=890/733 BOT CHORD 1-10=-1063/1508, 8-10=1064/1504, 7-8=575/860 WEBS 2-10=0/340, 2-8=-746/561, 3-8=-2301531, 3-7=530/347, 5-7=-489/737 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=3.Opsf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 15-0-0, Exterior(2) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 20-4-0, Exterior(2) 20-4-0 to 24-6-15, interior(1) 24-6-15 to 25-7-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. �%%, -DER P. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦��p`�.+•'EN •• �'VjL �j� 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 ,`� • �\�\.�i S�:•.• i� will fit between the bottom chord and any other members, with BCDL = 10.Opsf. ♦ ; ��. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) * No 'Z2$39 R 1=473,6=524. i aSgo .list! - '0OR V N s �O�NA% E����, Wafter P. Finn PE ND.22839 Miiek USA, Inc. R. Cett6664 6904 Parke East Blvd. Tampa FL 33610 Date: November 12;2020 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall Mel( design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For ger I guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2533968 RF31 Hip 1 1 T21877438 Ruilrl rc FirstRnurca (.I.,V¢ ill. GI h..u�,,..,.;u,, rI Job Reference o tionai 3x, • - ---- - -- - --- U. V c v a c U IwI I UK muustnes, Inc. I nU NOV 1Z 12:U1:S2 2U20 Pagel 6-9 I D:fZtnzDnh OwbljgvcKgfPtByKJ J U-6Hxu7FSalsj DgN 7gy6d utCbN U N Ivu GY5SZZizHyJwy5 -4 13-D-D 17-6-0 22-4.0 23-9-7 6-9-0 8-2-12 4-&0 4•&0 1-5-7 4x6 = 3x4 = 4x4 = ' 14 15 164 17 5 3x6 3x8 = 3x6 6-9-0 13-0-0 23-9-7 224-0 23-41 Scale = 1:46.6 Plate Offsets (X Y)— [1:0-2-0 Edge] LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.18 8-9 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.34 8-9 >838 180 BCLL 0.0 Rep Stress Iner YES WB 0.84 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 147 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=0-5-8, 7=0-4-3 Max Horz 1=315(LC 12) Max Uplift 1=-420(LC 12), 7=499(LC 12) Max Grav 1=890(LC 17), 7=880(LC 17) FORCES. (Ib) -Max. Comp./Max. Ten. -Ail forces 250 (lb) or less except when shown. TOP CHORD 1-2=1515/896, 2-3=-996/649, 3-4=848/675, 5-6=254/173, 6-7=1021/646 BOT CHORD 1-11=-1063/1385, 9-11=1063/1385, 8-9=-478/620 WEBS 2-11=0/261, 2-9=604/500, 4-9=-255/418, 4-8=695/602, 6-8=-564/932 Structural wood sheathing directly applied or 3-11-15 oc purlins, except end verticals. Rigid ceiling directly applied or 5-7-15 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 13-0-0, Exterior(2) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 22-4-0, Exterior(2) 22-4-0 to 23-7-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 1=420, 7=ass. ti1l'1IIfill.. `��� P�-( ER P •'• •• �,� ._. •%C; F 11f S+ •��i �� •10. No 22839 to � OR IDX* i ngns Wall RFinn PE No.22839 MITek U$A, Inc. R. Ce(1:6634 6904 Parke East Blvd. Tampa R 33610 Date. November 12,2020 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I792020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the. building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord: members only. Additional temporary and permanent bracing MiTek� is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component Blvd. s e Eat Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2D601 Tampa, 6904 Parke 3s Job Truss Truss Type Qty Ply T21877439 253396E RF32 Half Hip 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.420 s Oct 9 2020 Mi reK Industries, Inc. I hU NOV 12 12:UGO3 2UZU rage i ID:fZlnzDnhOwbljgvcKgfPtSyKJJU-aTVGLbTC WAr41XiOWpB7QP7aQn9WdinEhD IF V yJwy4 5-9-4 i 11-0-0 , 164-12_ _ 21-9-7 5-9-4 5-2-12 54-12 ' 5-4-12 4x8 = 2x4 I 3x4 = 13 14 4 15 5 3x4 = 3x4 = 2x4 II 3x4 = 3x8 = 3x6 II 5-9-4 Scale = 1:40.4 LOADING (psD SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.06 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.09 1-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix-S Weight: 124 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-8 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-10-4 cc bracing. REACTIONS. (size) 1=0-5-8, 6=0-4-3 Max Horz 1=298(LC 12) Max Uplift 1=381(LC 12). 6=-459(LC 12) Max Grav 1=792(LC 1), 6=792(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 1-2=-1385/827, 2-3=-940/622, 3-4=603/459, 4-5=-603/460, 5-6=7451618 BOT CHORD 1-10=-1011/1224, 9-10=1011/1224, 7-9=-643/785 WEBS 2-9=-520/424, 3-9=174/363, 3-7=295/263, 4-7=329/347, 5-7=658/863 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterjor(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 11-0-0, Exterjor(2) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 21-7-11 zone;C-C far members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 96IL � - 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,��V -�EFi �? F , V �j 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 ��` ,:•• •f..• N ��� will fit between the bottom chord and any other members.•�.CE S+'•�ti ti 4$' 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) `�1 ; 1=381,6=459, ` • id0 22839 •:� r . _ =0wi i Z WNabrP.Rno PE No.2M9 wrok USA, Iris FL Bert 66S4 6904 Parke East Blvd Tampa Fl- 33610 Date: November 12,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/190120 BEFORE USE ' Design valid far use only with MTeW 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 verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing M7ek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21877440 2533968 RF33 Half Hip 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 12:07:54 2020 Page 1 ID:fZlnzDnhOwbljgvcKgfPtByKJJU-2g3eYxUgHUzxvgHC4XfMydgn7BQ NMFFNwt2pl9yJwy3 4-9-4 9-0-0 14-4-12 19-9-7 4-9-4 4-2-12 5-4-12 5-4-12 3x4 Scale = 1:34.1 4x8 = 2x4 II 3x4 = 3 11 12 4 13 14 5 3x4 = — 3x8 = ,a II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.19 1-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.38 1-9 >609 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 106 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-11-10 oc bracing. REACTIONS. (size) 1=0-5-B, 6=0-4-3 Max Horz 1=244(LC 12) Max Uplift 1=352(1_C 12), 6=409(LC 12) Max Grav 1=71B(LC 1). 6=71B(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1203/833, 2-3=-945/625, 3-4=645/493, 4-5=-645/494, 5-6=666/559 BOT CHORD 1-9=-975/1057, 7-9=-636/802 WEBS 2-9=318/387, 3-9=130/377, 4-7=330/348, 5-7=-641/836 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511t; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 19-7-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 e adequate ainage to vent water ponding. This tru , rr�915- s has beenrdesigned orra 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ���,` le 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 `��' `Q.��.. ••:.� FJ .,. will fit between the bottom chord and any other members. 5) Provide truss to bearing 100 lb �� V ; '�G E N S ••N�% • V •t �� mechanical connection (by others) of plate capable of withstanding uplift at joint(s) except Qt=lb) ��� ; 1=352, 6=409. No 22839 • P =. S' ••....••�• Wafter R Finn PE No.22M MiTek USA, Ine. FLCedSM 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2020 AWARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE N91-7473 rev. 51192020BEFORE USE. -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPll Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Ply Special T21877441 FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 1212:07:55 2020 Page 1 Builders ID:fZtnzDnhOwbljgvcKgfPtByKJJU-Wsd11GVS2n5oXgsOdEAbVgDylaoz5jOXBXnMZbyJwy2 4-8-t2 8-2-0 9-4-0 13-5-0 17-9-7 4-8-12 3-5-3 1-2-0 4-1-0 4-4-8 • Scale = 1:31.5 4x4 = axa 8-2-0 1_2_D n-1-u LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.12 1-10 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.25 1-10 >852 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.45 Horz(CT) 0.02 7 n/a n!a BCDL 10.0 Code FBC2017rrP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=0-5-8, 7=0-4-3 Max Horz 1=191(LC 12) Max Uplift 1=-322(LC 12), 7=361(LC 12) Max Grav 1=644(LC 1). 7=644(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1057/697, 2-3=842/558, 3-4=797/592, 4-5=614/450 BOT CHORD 1-10=-7B1/909, 8-10=598/803, 7-8=-451/614 WEBS 2-10=-273/311, 3-10=-381/582, 4-10=3151264, 4-8=257/195, 5-8=-98/298, 5-7=-786/577 2x4 PLATES GRIP MT20 2441190 Weight: 97 lb FT = 20% Structural wood sheathing directly applied or 5-3-13 oc purlins, except end verticals. Rigid ceiling directly applied or 6-8-6 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 8-2-0, Exterior(2) 8-2-0 to 9-4-0, Interlor(1) 9-4-0 to 17-7-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=322, 7=361. m d A A% No 22839 OF40 A� Wafter P. Finn PE No22839 h1Tek lij 6k Inc. FL Celt 6634 6W Parke Fast Blvd. Tampa FL 33610 Date: November 12,2020 ,&WARNING -Vedfy design parameters and READ NOTES ONTHIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. �� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall We[( design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the P 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PN Quality Criteria, DSB-89 and BCSI BuildingComponent Tampa, Parke East Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Job Truss Truss Type Qty Ply 2533968 RF35 Roof Special 1 1 T21877442 LbRefenancee Builders FirstSource (Jacksonville FL) Jacksonville FL-32244 o tional i 8.420 s Oct 9 2020 MTek Industries, Inc. Thu Nov 12 12:07:56 2020 Page 1 ID:fZtnzDnhOwbljgvcKgfPtByKJJU_2BPzcW4p5Df9_RbByig2217j-7RgCZgNBXw62yJwy1 4-8-12 &2-0 11-4-0 16-4-0 4-8-12 3-&3 3-2-0 5-0-0 4x4 = 3x4 = 3x8 = Jx4 = 3x4 = Scale = 1:29.6 3xs II B-2-0 114-0 16-4-0 &2-0 3-2-0 5-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.12 1-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.25 1-9 >780 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-S Weight: 82Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-2-2 oc bracing. REACTIONS. (size) 1=0-5-8, 6=0-3-8 Max Horz 1=137(LC 12) Max Uplift 1=-302(LC 12), 6=-324(LC 12) Max Grav 1=590(LC 1), 6=590(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-944/677, 2-3=-726/538, 3-4=-715/521, 4-5=-781/564, 5-6=537/446 BOT CHORD 1-9=680/807, 7-9=-583/802 WEBS 2-9=-281/316, 3-9=293/446, 4-9=266/247, 4-7=-364/324, 5-7=617/850 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=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 8-2-0, Exterior(2) 8-2-0 to 11-4-0, Interior(1) 11-4-0 to 16-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' ,+++++� ��Ilil/��� 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. ♦.�♦ ♦ �. ,.-.;• 'Y�j, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) `�♦♦ �l-P •'**ENS • � ' �. 41 % �ii 1=302, s=3z4. No 22839 O OF : Wafter IR Rnn PE No.22839 MTek USA, Inc.R Cert8634 6904 Parke East Blvd. Tampa FL 33610 Date: November 12.2020 ®WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511942020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mel( always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and SCSI Building Component SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. Tampa, Parke 36610 East D 20601 Job Truss Truss Type Qty Ply T21877443 2533968 RF36 Hip 1 1 _ .__ .. Job Reference (optional) .. ........ ......,. ,_�.._.:"ram.. s_.. an �n.m•cv mmn oa..e � B6ilders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, i 7-0-0 o.420s Out acucu mi i—n, US r65, ,MC. ,, ID:fZtnzDnhOwbljgvcKgfPtByKJJU-SEInAyVUaOLWmB?nlfD3aFIBIOUxZjmgcrGTeU yJwyO 16-4-0 2-4-0 4x8 = 4x6 = 2 10 11 3 Scale=1:27.5 3x4 = 2x4 II 3x4 = 3x4 = I$. LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.77 BC 0.52 WB 0.08 Matrix-S DEFL. in Vert(LL) -0.08 Vert(CT) -0.17 Horz(CT) 0.02 (loc) I/deft L/d 4-6 >999 240 4-6 >999 180 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 67 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-6-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-5-8, 4=0-3-8 Max Horz 1=131(LC 10) Max Uplift 1=-313(LC 12), 4=313(LC 12) Max Grav 1=590(LC 1), 4=590(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD "1-2=-876/619, 2-3=-714/673, 3-4=-879/619 BOT CHORD 1-7=-438/705, 6-7=-437/709, 4-6=-425/709 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=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, interior(1) 3-2-12 to 7-0-0, Extedor(2) 7-0-0 to 13-6-15, Interior(1) 13-6-15 to 16-2-4 zone;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads.-(>R ``���811'r"1 ` P. R I� 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 ���,�`�.�,..•••�•••/`/ ��� �lG E N�j` • '•� �� will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) �� 1=313, 4=313. : NO 2` 839 r. d � ��T•: P .••ORX-6 G� WarwrP-; Finn PENo2P839, MTekUSA, Inc. FLCettE634 6904 Parke East Blvd. Tampa Fi_33610 Oft November 12,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with MTekO 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 verily the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing ���1,(� is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVfPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ---] Truss Truss Type Qty T21877444 2533968 RF37 Hip Girder 1 �P" 1 Job Reference (optional) I is ni mouuice ldacrtsunvwe, ry, aacK50nV111e, FL - 32244, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 12:07:58 2020 Page 1 I D:fZtnzDnhOwbljgvcKgfPtByKJJ U-w RJ901XKLiTN OlazJM k 17TrQaogg I9mzrV00AwyJwy7 5-0-0 8-2-0 11-4-0 16-4-0 5-0-0 3-2-0 3-2-0 5-0-0 NAILED 4x8 = NAILED NAILED 2x4 II NAILED 2 10 11 3 12 13 Special 48 = Scale = 1:27.3 3x4 = 2x4 II """"" 3x8 = .1-11— " — 2x4 II 3x4 = Special NAILED Special I$ LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.51 BC 0.55 WB 0.16 Matrix-S DEFL. in Vert(LL) 0.10 Vert(CT) -0.11 Horz(CT) 0.04 (loc) I/defl Ud 8 >999 240 8 >999 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 71 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-5-8, 5=0-3-8 Max Horz 1=94(LC 23) Max Uplift 1=-760(LC 8), 5=-730(LC 8) Max Grav 1=1064(LC 1), 5=1043(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1965/1442, 2-3=-1952/1498, 3-4=1952/1498, 4-5=-1942/1396 BOT CHORD 1-9=-1197/1694, 8-9=-1212/1717, 6-8=1164/1693, 5-6=1161/1679 WEBS 2-9=-260/408, 2-8=280/366, 3-8=317/342, 4-8=291/386, 4-6=56/342 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=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 11/���, 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom `,�►��� ,%Q.I ER P R �iai chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 1=760, 5=730. ,� P�• G ,.� �••JN �� �� .; E %� • �/ �j • S�. ,js "NAILED" ��, �` • 7) indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. • • No 22839 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 300 lb down and 379 lb up at 11-4-0 top 297 lb down on chord, and and 321 lb up at 5-0-0, and 150 lb down and 97 lb up at 11-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). y'0 LOAD CASE(S) StandardO :• OF 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 % ii�s'� 0 A Uniform Loads (plf) _54, 4=54, 4-5=54, 1-5=-20 Concentrated R •••����� f • ..... ���;S,ONA� Loads (lb) Vert: 2=61(B) 4=-186(B) 9=-297(B) 8=26(B) 3=-61(B) 6=123(B) 10=-61(B) 13=-61(B) 14=-26(B) 15=-26(B) Wafter P. Rnn PE No22839 I ITT USA, Inc. R-L`eit6S34 ISM Parke East Blvd. Tampa FL 33610 Date: November 12,2020 WARNING -Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M8-7473 rev. 5110R020 BEFORE USE Design valid for use only with MITekG connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 361310 T21877445 Girder Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 1212:07:59 ID:fZtnzDnhowbljgvcKgfPtByKJJU-OdsXbeYz6OcEDS9As4FXfgNhVCG31eX' 1_p_p 3-0-0 6-4-0 9-0-0 10-4-0 1 0-0 3-0-0 3-4-0 3-0.0 1-0-0 Scale = 1:21.1 4= NAILED x8 NAILED NAILED 4x4 = 3 9 4 2x4 = Special — Special 3-0-0 6-4-0 9-4-0 3-0-0 3-4-0 3-0-0 Plate Offsets X Y — 3:0-5-0 0-2-0 LOADING (psf) SPACING- 2-0-0 CSI. 0.18 DEFL. Vert(LL) in (loc) I/deft Lid 0.02 7-8 >999 240 PLATES GRIP MT20 2441190 TCLL 20.0 7.0 Plate Grip DOL 1.25 Lumber DOL 1.25 TC BC 0.15 Vert(CT) -0.02 7-8 >999 180 TCDL BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT) 0.01 5 nia n/a Weight: 41 lb FT = 20% BCDL 10.0 Code FBC2017/TPI2014 Matrix-S LUMBER- BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. TOP CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 5=0-7-10 Max Horz 2=74(LC 24) Max Uplift 2=-377(LC 8), 5=377(LC 8) Max Grav 2=483(LC 29). 5=483(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-645/423, 3-4=-555/402, 4-5=-646/423 BOT CHORD 2-8=-328/573, 7-8=335/586, 5-7=-318/553 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=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. {111I1i/� 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �%A IER P 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=377, 5=377. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 lb down and 98 lb up at NO 228.39 i 3-0-0, and 99 lb down and 98 Ito up at 6-3-4 on bottom chord. The design/selection of such connection device(s) Is the • responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). = ` LOADCASE(S) Standard ito•' �F 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 •��� Uniform Loads (plf) ��j��•�`: O R,Q P'• ,� Vert: 1-3=-54, 3-4=54, 4-6=-54, 2-5=20 Concentrated Loads (lb) ���®S��N.p►�-F' ��� Vert: 8=-43(F) 7=-43(F) 10=-6(F) Waftr P. Finn PE No.22Q39 Nlirelt usA, Irs- FL deft 6634 6904 Paib East Blvd. Tampa FL 33610 November 12,2020 ®WARNING -Verify design parameters and READ NOTES ON 11f S AND INCLUDED MITEK REFERENCE PAGE MII 7473 rev. 5119=0 BEFORE USE. �� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall NOW design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 RF39 T21877446 FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 12:08:00 2020 Page 1 -1-0.0 4-8-0 ID:fZtnzDnhOwbljgvcKgfPtByKJJU-tpQwp ZbtJk5ebkMQnmmCuvvp0bU_m4TGloV7EpyJwxz 1-0-0 4-8-0 9-4-0 10-4-0 4-8-0 1-0-0 Scale = 1:20.8 4x4 = Ia 3X4 = LOADING (psfj SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.01 4-6 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.02 4-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB O.OB Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 36 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 4=0-7-10 Max Horz 2=-105(LC 10) Max Uplift 2=-268(LC 12), 4=268(LC 12) Max Grav 2=393(LC 1), 4=393(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-418/323, 3-4=-418/323 BOT CHORD 2-6=129/323, 4-6=129/323 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=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-8-0, Exterior(2) 4-8-0 to 7-8-0, Interior(1) 7-8-0 to 10-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 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 {/11I1r P"� ♦tip will fit between the bottom chord and any other members, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) ��ER 4� Q`;.••""••.•�/ ♦� E N S�•.ti 2=268, 4=268. i,� ..•��,�i fdo :228.39 • •fit :�• A F $: r�ii F`'`•,• O R• 1,Q P, � ,�s Wafter P. Rnn PE M22839 MiTek USA, Inc. FL der 6634 6904 Parke East Bk& Tampa FL33610 Data November 12,2020 ®WARNING - Vedfy design parametersend READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MII-7473 rev. 919/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not ��F 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 Is always required for to M7ek" stability and prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, OSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Oty Ply T21877447 2533963 RF40 Common 1 1 Job Reference (optional) _. ___ . , o .nn .. n. t n nnon Kfi7ek rndustrtec Inn Thu Nnv 12 19-08,01 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 4x4 = ID:fZlnzDnhOwbljgvcKgfPtByKJJ U-LO_IOKZDedsyFIJY_VH715S_H7sxVXiPXSEgmFYJwxy 9-4-0 4-8-0 Scale = 1:19.4 2x4 = Zx4 — LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 TCDL 7.0 Lumber DOL 1.25 BC 0.58 BCLL 0.0 Rep Stress Incr YES WB 0.08 BCDL 10.0 Code FBC2017lrP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-7-10, 3=0-7-10 Max Horz 1=-88(LC 10) Max Uplift 1=-171(LC 12), 3=171(LC 12) Max Grav 1=322(LC 1), 3=322(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-443/385, 2-3=-443/385 BOT CHORD 1-4=-229/343, 3-4=229/343 DEFL. in (loc) Udefl L/d PLATES GRIP Vert(LL) -0.01 3-4 >999 240 MT20 244/190 Vert(CT) -0.02 3-4 >999 180 Horz(CT) 0.00 3 n/a n/a Weight: 33 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterjor(2) 0-3-13 to 3-3-13, Intedor(1) 3-3-13 to 4-8-0, Exterior(2) 4-8-0 to 7-8-0, Interior(1) 7-8-0 to 9-0-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=171, 3=171. ,%qu11111111'r � ���, �P •�.G E N No .228.39 .�•: F•OA� P •;=lv. iRAV A S ' •....••• MAL WaIWP. FM PE No22639 MrTekU$k fire. FLCeft9M 6904 Pafk6 East Blvd. Tampa FL 33610 Datim November 12,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITIEK REFERENCE PAGE MII-7473 rev. 5119=0 BEFORE USE. Design valid for use only with M760 connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M118�( Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfrPlf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2533968 RF41 Common Supported Gable 1 1 T21877448 Builders FirstSourre r.lnckannvillm PI t i��u�,..,.,mo ❑r _ aooee Job Reference (optional) - — - --- • o.440 s Oci a 2uzu Nu I eK inaustries, Inc. I hU Nov 1212:08:02 2020 Page 1 ID:fZtnzDnhOwbljgvcKgfPtByKJJU-pCYgEgarOx_ptvulYCoEHJ?CfP KP E_gZl6_E IiyJwxx 1 0-0 9-10-0 19-8-0 20-8-0 1-0-0 9-10-0 9-10-0 1-0-0 44 = 5X6 = 19-8-0 3X4 Scale = 1:38.4 I$ Plate Offsets (X Y)— I17:0-3-0 0-3-0j LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 13 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 13 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 99 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 19-8-0. (lb) - Max Horz 2=200(LC 11) Max Uplift All uplift 100 lb or less at joints) 22,14 except 2=-106(LC 12), 19=-107(LC 12), 20=105(LC 12), 21=-112(LC 12), 17=-107(LC 12), 16=-105(LC 12), 15=-112(LC 12), 12=-106(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 18, 19, 20, 21, 22, 17, 16, 15, 14, 12 FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD 6-7=102/320, 7-8=102/324 WEBS 6-19=132/293, 8-17=-130/293 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=3.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-0-0 to 1-10-0, Exterior(2) 1-10-0 to 9-10-o, Comer(3) 9-10-0 to 12-10-0, Exterior(2) 12-10-0 to 20-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 cc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) `This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 14 except Qt=1b) 2=106, 19=107, 20=105, 21=112, 17=107, 16=105, 15=112, 12=106. R'P:IF�'e i ~ No 22839 ��• 'CC �?SAA�7O F �11 -6' 10 N,A' Walter P. Finn PE Wo M9 Niilek USA, Ine. FL tort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2020 ®WARNING - Verify design parameters and READ NOTES ON THUS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. Sn 9r2020 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 quality Criteria, DSB.89 and BCSI Building Component Blvd. e Easl Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parke 36610 ast Job Truss Truss Type Qty Ply T21877449 2533968 RF42 Attic 3 1 Job Reference (optional) ... _. ___ .. o non . n,# o )run nniTav 1nr(� triwc Inc Thu Nov 12 12:08:03 2020 Paqe 1 Builders FirstSource (Jacksonville, FL), dacxsonvme, FL - 32244, ID:f2tnzDnhOwbljgvc -1-0-0 3-3-15 5-5-15 6-7-3 8-3-8 9-10-0 11-4-B 13-0-1' 1-6-8 1-6-8 1-8-5 3 46 = 3x4 = 7x8 = 3x4 = . 1-D-0 ' Scale = 1:35.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.29 12-13 >786 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(C 0 -0.47 12-13 >485 180 BCLL 0.0 Rep Stress Incr Code FBC2017/rP12014 YES WB 0.64 Matrix-S Horz(CT) Attic 0.02 10 n/a n/a -0.14 12-13 725 360 Weight: 104 lb FT = 20% BCDL 10.0 LUMBER- BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins. TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 10-12: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 10=0-7-10 Max Horz 2=200(LC 11) Max Uplift 2=-391(LC 12), 10=-393(LC 12) Max Grav 2=1091(LC 18), 10=1078(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1980/598, 3-4=-1720/508, 4-5=-1342/522, 5-6=-11/507, 6-7=12/522, 7-8=-1316/520, 8-9=1706/516, 9-1 0=1 9571608 BOT CHORD 2-13=-419/1857, 12-13=-253/1431, 10-12=-442/1713 WEBS 3-13=-513/213, 4-13=-35/745, 5-14=-1929/571, 7-14=-19291571, 8-12=-48/765, 9-12=4801228 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=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-10-0, Exterior(2) 9-10-0 to 12-10-0, Interjor(1) 12-10-0 to 20-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-14, 7-14; Wall dead load (5.0psf) on member(s).4-13, 8-12 6) Bottom chord live load (40.0 pst) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 2=391,10=393. 8) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Id ,%do �►u�����r��� No 22838 ,`• r 00 .00. .0 OID A_N N Al. Wa11erP Finn PE No22839. MttTek USA, Ira:. FL bed % 4 6W Padw EaA Bh d. TampaFL 33610 Date: November 12,2020 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEIC REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with MI7ek9 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 M7ek building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing " Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Saferyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2533968 RF43 Attic q 1 T21877450 to„li,'om FirslSource J k 'll FL Job Reference (optional) ( ac sonvl e, ), Jacksonville, FL - 32244, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 12:08:04 2020 Page 1 ID:fZtnzOnhOwbljgvcKgfPtSyKJJU-IbgQeLc5wYE W6D27fdriMk4PcDsfilysDQTLNayJwxv 1-0-0 3-3-15 5-5-15 7-4-11 8-3-8 9-10.0 11 4-8 12-3-5 13-9-7 16-1-11 19-3-6 1-0 0 3-3 15 2-1-15 1-10-12 10-13 1 6-8 1-6-8 10-13 1 6 2 2-4-4 3-1-10 4x6 = 3x4 = 7x8 = Scale = 1:34.4 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.67 BC 0.64 WB 0.62 Matrix-S DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in (loc) I/defl Ud -0.28 11-12 >794 240 -0.46 11-12 >492 180 0.02 10 n/a n/a -0.14 11-12 728 360 PLATES GRIP MT20 244/190 Weight: 100 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins. BOT CHORD 2x6 SP M 26 `Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 10-11: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-3-0, 2=0-7-10 Max Horz 2=196(LC 11) Max Uplift 10=288(LC 12), 2=392(LC 12) Max Grav 10=1005(LC 19). 2=1082(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=19551593, 3-4=-1696/504, 4-5=13231519, 5-6=-151498, 6-7=14/510, 7-8=-12971537, 8-9=-1678/549, 9-10=18991665 BOT CHORD 2-12=-469/1823, 11-12=-293/1398, 10-11=-51511638 WEBS 3-12=-512/211, 4-12=-32/735, 5-13=1894/599, 7-13=-1894/599, 8-11=-821748, 9-11=-4201266 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-10-0, Exterior(2) 9-10-0 to 12-10-0, Interior(1) 12-10-0 to 19-1-14 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8. 5-13, 7-13; Wall dead load (5.0psf) on member(s).4-12, 8-11 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=288,2=392. 8) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ,DER P. F �Oi N ••.,Ny �i .00 N0 .22839 S <tI '160 % jUw Wailer P. Snn PE Nn22639 NIM USA, Inc. FL cett SIM 9904 Parke Fast Blvd. Tampa FL 33610 Date: November 12,2020 ®WARNING - Vedfydeslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 rev. 5119M) BEFORE USE. . Design valid for use only with MTekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individuaI truss web and/or chord members only. Additional temporary and permanent bracing Is for MOW �.1•' always required stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the lilt fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Plf Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T21877451 2533968 RF44 Attic 1 1 Job Reference (optional) .. n. o 0000 r,nt-retr TnHl � Inn Thu Nov 12 12.08,05 2020 Pane 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL-32244, -' - - - ID:fLtnzDnhOwbljgvcKgfPIByKJJU-DnEoshdjhsMNkNdJDLMxvxdWycBHREw7S4Cuv0yJwxu 1-0-0 5-5-15 7 4 11 8-3-8 11-0-0 13-9-7 19-3-6 1-0-0 5-5-15 1-10-12 -10-13 2-8-8 2-9-1 5-5-15 • Scale = 1:39.3 4x8 = 2x4 II 3x4 = 16 6 17 18 4x4 = 2x4 II 5x6 = 6x8 = 2x4 II 55-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.26 10-11 >856 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.44 10-11 >516 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Matrix-S Horz(CT) Attic 0.02 8 n/a n/a -0.14 10-11 687 360 Weight: 128 lb FT = 20% BCDL 10.0 Code FBC2017/TP12014 LUMBER- 'Except* BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-14 cc purlins, TOP CHORD 2x4 SP No.1 except end verticals. 5-7: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 *Except* BOT CHORD Rigid ceiling directly applied or 9-7-12 oc bracing. 8-9: 2x6 SP No.2 WEBS 1 Row at midpt 8-12 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 13 REACTIONS. (size) 8=0-3-0, 2=0-7-10 Max Horz 2=338(LC 12) Max Uplift 8=-323(LC 12), 2=346(LC 12) Max Grav 8=1023(LC 18). 2=1131(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-16181360, 3-4=1395/450, 5-6=-252/105 BOT CHORD 2-11=-578/1390, 10-11=578/1390, 8-10=574/1401 WEBS 3-11=0/371, 10-12=01834, 6-12=-295/315, 4-13=-1405/599, 12-13=-1399/600, 8-12=-1734/701, 5-12=-92/262 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 19-1-10 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-13, 12-13; Wall dead load (5.0psf) on member(s).3-11, 10-12 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-11 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=323, 2=346. 8) Attic room checked for L/360 deflection. No 22839 cc _ . C ?r% OF : i����s•LOR1Q C.' % ONA'E,,�� 1.141, Watter,P., Ran PENa2=11 WTekUS11,Ins LCert6634 601 PafkB East MA Tampa FL 33610 Dam November 12,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119=0 BEFORE USE. Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Mi%k building design. Bracing Indicated is topreventbuckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2533966 RF45 Attic 1 1 T21877452 FI„ilrlorc CirciCn, ,.ne / I.,..L.. Job Reference (optional) I &C^sonv. a, 6.42U s uct 9 2UZU MITek Industries, Inc. Thu Nov 12 12:08:06 2020 Page 1 I D:fZtnzDnhOwbljgvcKgfPtByKJJU-hznB31 dMS9UEM WB Wn2tAS9Ah3OXMAaO9gkyRRTyJwxt 1-0-0 5-5 15 7 4-11 8 3-8 i t-05 13-0-11 3-9-7 19-3-6 1-0-0 5-5-15 1-10-12 -10-1 2-9-0 1-11-8 9-7 65-15 4x4 = 3x6 II 3x4 = Scale=1:44.1 6 7 17 18 a 2x4 II 3x10 II oxo — 6x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017lTP12014 CSI. TC 0.93 BC 0.69 WB 0.91 Matrix-S DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in (loc) I/defl L/d -0.26 11-12 >853 240 -0.44 11-12 >511 180 0.02 9 n/a n/a -0.15 11-12 684 360 PLATES GRIP MT20 2441190 Weight: 132 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins, 6-8; 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP M 26 'Except' BOT CHORD Rigid ceiling directly applied or 9-8-11 oc bracing. 9-10: 2x6 SP No.2 WEBS 1 Row at midpt 9-14 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 13 REACTIONS. (size) 9=0-3-0, 2=0-7-10 Max Horz 2=392(LC 12) Max Uplift 9=-339(LC 12), 2=329(LC 12) Max Grav 9=1044(LC 18), 2=1137(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1622/286, 3-4=-14051375 BOT CHORD 2-12=-568/1409, 11-12=-568/1409, 9-11=-566/1405 WEBS 3-12=01363, 11-14=0/843, 7-14=-494/492, 4-13=-1443/459, 13-14=-1433/660, 5-13=-53/253, 9-14=-1765/703 NOTES- 1) Wind: ASCE 7-10; Vult=l6omph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-0, Exterior(2) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 19-1-10 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1late .60 grip DOL=1.60 P ,,��i11111/>>�, ♦ . ER �' 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for 10.0 bottom `%'P�'S ♦� V :••'• �� •'•�.�L � E!V aS� • ' a psf chord live load nonconcurrent with any other live loads. ' `�� ; V�. 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 • ; go • - No 22839 will fit between the bottom chard and any other members. 5) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-13. 13-14; Wall dead load (5.Opsf) on member(s).3-12, 11-14 � ; ; � * .: 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) M'Ccc z 9=339, 2=329. 8) Attic room checked for U360 deflection. i� • ' �F i Q 10 �• Walter R Rnn PE No.22839 NOiek U$A, Inc. R. Oett6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. s/19i2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing NOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANS11TPIf Quality Criteria, DSB-89.and SCSI Building Component 6904 PaEast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, Parke E66t0 Job Truss Truss Type Qty Ply T21877453 2533968 RF46 Half Hip 1 1 ]Job Reference (option 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 12:08:07 2020 Page 1 i it t_oat 7uruo nT,r­mil(InP MiwA0u7v4klv0h7zvvJWxs 1.0.0 7-9-4 15-0-0 17 8-1 1-0-0 7-9-4 7-2-12 4x8 = 6xe Scale=1:44.7 II 3x4 = 3x4 = 3x4 = 2x4 II 3x4 = 3x4 = a N LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 CSI. TC 0.65 BC 0.59 WB 0.75 Matrix-S DEFL. in Vert(LL) -0.08 Vert(CT) -0.18 Horz(CT) 0.03 (too) I/deft Ud 2-9 >999 240 2-9 >999 180 11 n/a n/a PLATES GRIP MT20 2441190 Weight: 115 lb FT = 20% LUMBER- BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, TOP CHORD 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-15 cc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-7 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 11=0-3-0 Max Horz 2=443(LC 12) Max Uplift 2=-350(LC 12). 11=41 O(LC 12) Max Grav 2=712(LC 17). 11=639(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=971/350, 3-4=316/76, 6-10=-540/632, 5-10=-540/632 BOT CHORD 2-9=670/862, 7-9=670/858 WEBS 3-9=0/336, 3-7=744/565, 4-7=-209/455, 4-6=645/538, 5-11=-640/533 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15-0-0, Exterior(2) 15-0-0 to 17-2-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 , 2) Provide adequate drainage to prevent water ponding. ,`"I�R P. 3) This truss has been designed for a 10.0 sf bottom chord live load nonconcurrent with any other live loads. 9 P 4) 'This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ��� `Q� .�!••'•.. will fit between the bottom chord and any other members. ..��.G E N �j+.•� �j�� uilding designer should verify 5) Bearing at joint(s) 11 considers parallel to grain value using ANSVTPI 1 angle to grain formula. B capacity of bearing surface. .• NO 22839 •� i 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 2=350, 11=410. � r go OF ;AW A' �c1`,�� lt Wafter R Porn PE No.22839 wr6 U$A, Ire— FL Ceft6634 6904 Pafka East Bbd. Tampa FL 33610 Date: November 12,2020 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE NID7473 rev. 5119=0 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �Bk• building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IYII " is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss ss Type oty Ply 2533968 RF47 IM'...pitch 1 1 T21877454 Ruildera FirstRni i— f.lvrk—,41le Cr 1�..Le....,dll.. Job Reference (optional) d 8.420 s Oct a 2020 MI I eK Industries, Inc. Thu Nov 12 12:OB:08 2020 Page 1 ID:fZlnzDnhOwbljgvcKgfPtByKJJU-eMvxUjfc nkybgLuuTveXaF5pgE7edDR82RYWLyJwxr 1-0-0 7-11-8 15-8-1 1-0-0 7-11-8 7-8-8 4x4 = 46 = 2x4 11 4x4 = 3x4 = Scale=1:47.0 t-11-6 Plate Offsets (X,Y)-- i3:0-3-0 0-3-41 7-11-8 15-8-1 7-8-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.08 2-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.19 2-6 >987 180 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) -0.06 8 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-S Weight: 88 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-1-1 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 3-5 REACTIONS. (size) 2=0-7-10, 8=0-3-0 Max Horz 2=448(LC 12) Max Uplift 2=-297(LC 12), 8=385(1_C 12) Max Grav 2=637(LC 1), 8=590(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-803/198, 5-7=-243/432, 4-7=243/432 BOT CHORD 2-6=490/703, 5-6=491/699 WEBS 3-6=0/351, 3-5=756/531, 4-8=592/411 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15-2-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �1I1111 IER P I���I�� will fit between the bottom chord and any other members. 4) Bearing at joints) B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ,�1� %% V • � E J� �••.,r'i ��j capacity of bearing surface. `�� V�. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=297, • ; 00 NO 22839 8=385. • OF QJ: Im O . ��. A1611111 till's WafterP,Rnn PENo.22839 MTek Uk% Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Data: November 12,2020 WARNING -Verify design parameters and READ NOTES ON TMS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not WIF a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall spyek• building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M7 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and SCS/ Bullding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Truss Type Qty Ply T21877455 2533968 RF46 Monopitch 1 1 Job Reference o ticnal c Ann Oct o 2020 MiTok Industri— Inc Thu Nov 12 12:08:08 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, rL - JZe44, _ Kq t yKJJ "-' -" ID:fZlnzDnhOwbljgvcKgfPtByKJJU-eMvxUjfc nkybgLuuTveXaFedgGVeZuR82RYWLyJwxr 1-0-0 6-11-8 13-8-1 1-0-0 6-11-8 6-8_8 46 = 3x4 = 3x4 = 8 3x4 = 2x4 II 3x4 = Scale = 1:41.3 Plate Offsets X Y — 13:0-3-0 0-3-0 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid 240 PLATES GRIP MT20 244/190 TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.05 2-6 >999 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.11 2-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) -0.04 8 n/a n/a Weight:761b FT=20% BCDL 10.0 Code FBC2017ITP12014 Matrix-S LUMBER- BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, TOP CHORD 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-9-10 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 8=0-3-0 Max Horz 2=395(LC 12) Max Uplift 2=-272(LC 12), 8=332(1_13 12) Max Gram 2=564(LC 1), 8=509(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-690/171, 5-7=216/374, 4-7=-216/374 BOT CHORD 2-6=-426/601, 5-6=427/598 WEBS 3-6=0/303, 3-5=645/461, 4-8=-511/361 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-2-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 8 considers parallel to grain value using ANSUTPI.1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=272, 8=332. SR P.• No 228:39 l!! tot OFRA Wafter P. Finn PE No22839 MTek USN, hrc. FL.6dfi 94 6904 Paritfi East Blvd. Tatnpa FL33610 Date: November 12,2020 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 6/19/2020 BEFORE USF_ Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and prop edy incorporate this design into the overall MI 1;�0I(• building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2533968 RF49 Monopitch 1 1 T21877456 Job Reference (optional) 3 6.42U s Uct 9 2020 MiTek Industries, Inc. Thu Nov 1212:08:09 2020 Page 1 ID:fZtnzDnhOwbljgvcKgfPtByKJJU-6YTJi3gE14spD_w5SAQt3noLjEdkN46bMiA62oyJwxq 1-0.0 5-11-8 11-8-1 1-0-0 5-11-8 5-8-8 4x6 = 4 3x4 = 2x4 II 3x4 = 1-8-1 Scale = 1:36.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL ' 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.03 2-6 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.06 2-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) -0,03 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 65 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-7-8 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 8=0-3-0 Max Horz 2=341(LC 12) Max Uplift 2=-247(LC 12), 8=278(LC 12) Max Grav 2=490(LC 1), 8=427(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=5791146, 5-7=-184/314, 4-7=-184/314 BOT CHORD 2-6=-366/503, 5-6=366/503 WEBS 3-6=0/254, 3-5=-538/391, 4-8=-429/309 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-2-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 8 considers parallel to grain value using ANSI/iPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=247, 8=278. rf,Nr����q����' Xr .' • No 22839 � 10 �. fi OF NM- �����Illirrr� WaiterP- ilimPENo22639 MTek usk inm Roeit6634 6904 Parke East Blvd Tampa FL 33610 Date: November 12,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII 7473 rev. 511912020 BEFORE USE Design valid for use only with Mtrek® 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 ,I building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M7ef4• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTPI1 Qualify Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Blvd. Tampa, 6904 Parke 3e East ast T21877457 RF50 (Jacksonville, FL), Jacksonville, FL - 32244, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 12:08:10 2020 Page 1 ID:fZtnzDnhOwbljgvcKgfPtByKJJU-allhvpgsWO_ggBVHOuy6c7KSIdsc6aHkbMwfaEyJwxp 5-1-8 10-0-0 1 0-0 5-1-8 4-10-8 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. TC 0.63 DEFL. Vert(LL) in -0.25 (loc) 2-5 Vdefl >455 Ltd 240 TCLL 20.0 Plate Grip DOL 1.25 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.51 2-5 >227 180 TCDL 7.0 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) -0.04 7 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 7=0-3-0 Max Harz 2=296(LC 12) Max Uplift 2=-227(LC 12), 7=233(LC 12) Max Grav 2=429(LC 1), 7=359(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-399/152, 5-6=150/268, 4-6=150/268 BOT CHORD 2-5=338/364 WEBS 3-5=-360/361, 4-7=362/265 3x4 = Scale=1:31.3 0 d N PLATES GRIP MT20 244/190 Weight: 52 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 9-11-1 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Enci., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-6-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 7 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) 2=227,7=233. WARNING -verify desllp parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE M 17473 rev. 511912M BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Qualify Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 %J►111111/dfi No 228.39 L r � •I r dO DF %41 Waiter R firm PE No22839 Mrrek lls& Inc. FL t;eit 6634 6904 Parke East Blvd: Tampa FL 33610 Date: November 12,2020 MiTek° 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply 2533968 RF51 Common T21877458 8 1 Builders FirstSource Llacksnnviuo Job Reference (optional) 1 8.420 s Oct a 2020 MiTak Industries, Inc. Thu Nov 1212:08:11 2020 Page 1 ID:fZtnzDnhOwbljgvcKgfPtByKJJU-2xb46lhUHi6XS14TZbTL9CtgKi IlrjugDFC7gyJwxo -1-0.0 5-11-4 11-4-0 16-8-12 22-8-0 3-8-0 1-0 0 5-11 4 5 4-12 5 4-12 5-11-4 1-0-0 4x4 = 3xS = 3x4 = - 2x4 I I 3x4 = Scale = 1:43.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.07 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.10 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WE 0.36 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-S Weight: 109 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 6=0-7-10 Max Horz 2=228(LC11) Max Uplift 2=-529(LC 12), 6=529(LC 12) Max Grav 2=886(LC 1), 6=886(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1412/838, 3-4=965/685, 4-5=965/685, 5-6=1412/838 BOT CHORD 2-11=611/1225, 10-11=611/1225, 8-10=-634/1189, 6-8=634/1189 WEBS 4-10=-319/540, 5-10=511/382, 3-10=510/382 a NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; VOIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-4-0, Exterior(2) 11-4-0 to 14-4-0, Interior(1) 14-4-0 to 23-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 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 ,'L►11111111A, ��� •( R P chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord ♦ �. ::;�� J I� .V and any other members. 5) Provide w � • C E N •�� �� mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except (jt=lb) 2=529, 6=529. ? No 298.39 .0 �. A F 0- RA .• G �� Walter P. Rm PE N0 22839 Wek,USA, Inc. FLCedSM 8904 Pafke East Blvd. Tampa FL33610 Date: November 12,2020 WARMNG-Veit design y 9 parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I192020 BEFORE USE Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Mel( fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIf Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parkrk East e East Blvd. Tampa, Job Truss Truss Type Qty Ply T21877459 2533968 RF52 Hip 1 1 Job Reference (optional) fa non � O,a o W»n MTnk industrial_ Ina Thu Nov 12 12:08:12 2020 Page 1 Builders FirstSource(Jacksonville,I•L), JacKsonviiie,FL-32244, 3x4 = 2x4 II 4x4 = 4x4 = 3x4 = 3x4 = 3x4 = 2x4 II Scale=1:41.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d 11 >999 240 PLATES GRIP MT20 244/190 TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.06 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.10 9-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.04 7 n/a n/a Weight: 116 lb FT = 20% BCDL 10.0 Code FBC2017/TP12014 Matrix-S LUMBER- BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins. TOP CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-1 cc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 7=0-7-10 Max Horz 2=-222(LC 10) Max Uplift 2=529(LC 12), 7=529(1_C 12) Max Grav 2=886(LC 1), 7=886(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1418/896, 3-4=-978/726, 4-5=818/712, 5-6=-978/726, 6-7=1418/896 BOT CHORD 2-13=-679/1233, 12-13=679/1233, 11-12=-334/818, 9-11=-688/1196, 7-9=-688/1196 WEBS 3-12=-503/406, 4-12=-228/303, 5-11=228/303, 6-11=-504/406 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 15-10-15, Interior(1) 15-10-15 to 23-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=529,7=529. ,�reft P. rrr� � urrr!4 V . E IV JI No 2283.9 S. � r qA*F •gyp :. 1� �•�R1, .rNAL� Walter P- Hnn PE Ntr22839 mmek U$A, Inc. FL cert 66M 6904 Parke East BKgL Tampa FL 33610 Data: November 12,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mg-7473 rev. 5119=0 BEFORE USE. �- Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall M7ek` building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty, ply 2533968 RF53 Hip T21877460 1 1 Builders FirstSource (Jacksonville FL) Jackso 'll FL 32244 Job Reference (optional) dP nvt e, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 12:08:13 2020 Page 1 ID:fZtnzDnhOwbljgvcKgfPtSyKJJU_JjgXQjlpJMFhbEshOVpEdyl BruYJxjAHK9JBZyJwxm 1-0-0 4-9-4 9-0-0 13 B 0 17-10-12 22-8-0 23-8-0 1-0-0 4-2-12 4-8-0 4-2-12 4-9-4 1-0-0 4x8 = 4x4 = 4 13 14 5 3x4 = 3x4 = 3x8 = 3x4 Scale = 1:40.2 d Id LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.36 BC 0.78 WB 0.14 Matrix-S DEFL. in Vert(LL) -0.19 Vert(CT) -0.39 Horz(CT) 0.04 (loc) I/defl Ltd 2-11 >999 240 2-11 >680 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 110 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-6-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 7=0-7-10 Max Horz 2=-185(LC 10) Max Uplift 2=-529(LC 12), 7=-529(LC 12) Max Grav 2=886(LC 1). 7=886(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-137011026, 3-4=-1133/841, 4-5=969/829, 5-6=-1133/841, 6-7=-137011026 BOT CHORD 2-11=-806/1199, 9-11=499/969, 7-9=813/1173 WEBS 3-11=-288/350, 4-11 =-I 21/309, 5-9=120/309, 6-9=-288/350 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=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15. Interior(1) 13-2-15 to 13-8-0, Exterior(2) 13-8-0 to 18-0-11, Interior(1) 18-0-11 to 23-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all ER %� ��_ •-•,�/jj �j, areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ��� f\p:• C E N S4$'•.'. 6) Provide `�� �\ mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=529, 7=529. • ' 100 i NO 22839 r i OF WalterP,,Rnn PENo2M9 M1Teh USA, Inc FLCert6634 6904 Parke East Blvd. Tampa FL M610 Date: November 12,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 rev. 5112=0 BEFORE USE - • Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 FirstSource 3-9-4 (Truss Type �LAIY r'y Hip Girder 1 1 Job Reference FL), Jacksonville, FL - 32244, ^^� 8.420 s Oct 9 2020 MITek I II LQ%Ah NAILED 4x10 MT20HS = NAILED 4x10 MT20HS = Special NAILED 2x4 II NAILED Special 3 1213 4 1415 5 3x8 = NAILED 4x6 = NAILED 2x4 II 2x4 II Special 3x8 = Special NAILED NAILED T21877461 Thu Nov 1212:08:14 2020 Page Scale = 1:43.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (10c) I/deft Lid 10 >999 240 PLATES MT20 GRIP 244/190 TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 0.72 Vert(LL) 0.24 Vert(CT) -0.26 10 >999 180 MT20HS 1871143 TCDL 7.0 BCLL 0.0 Lumber DOL Rep Stress Incr 1.25 NO BC WB 0.28 Horz(CT) 0.10 6 n/a n/a BCDL 10.0 Code FBC2017ffPI2014 Matrix-S Weight: 103 lb FT = 20% LUMBER- BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-12 cc purlins. TOP CHORD 2x4 SP M 31 *Except* BOT CHORD Rigid ceiling directly applied or 4-1-11 cc bracing. 3-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 6=0-7-10 Max Horz 2=148(LC 24) Max Uplift 2=-1481(LC 8), 6=1481(LC 8) Max Grav 2=2027(LC 1), 6=2027(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3769/2694, 3-4=-3752/2810, 4-5=3752/2810, 5-6=-3769/2694 BOT CHORD 2-11=-2234/3280, 10-11=-2248/3308, 8-10=-2247/3285, 6-8=-2232/3256 WEBS 3-11=-349/715, 3-10=499/677, 4-10=601/641, 5-10=-500/677, 5-8=-349/715 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=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except at=lb) 2=1481,6=1481. 8) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25') toe-nalls per NDS guldlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 396 lb down and 481 lb up at 7-0-0, and 396 lb down and 481 Ib up at 15-8-0 on top chord, and 544 lb down and 411 Ito up at 7-0-0, and 544 lb down and 411 lb up at 15-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-5=54, 5-7=54, 2-6=20 Concentrated Loads (lb) Vert: 3=-269(F) 5=-269(F) 11=544(F) 10=-92(F) 4=-235(F) 8=-544(F) 13=118(F) 14=-118(F) 16=-46(F) 17=-46(F) ER P No 22839 V�•j CC` �I g • �L/ • Walter P Rrm PE NoM839 MTek USA, Inc. FL Celt 66m 6904 Parke East Blvd: Tampa FL 33610 Date: November 12,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511MG20 BEFORE USE. Design valid for use only with Mrfek® 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 MiTek• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members onty. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PM Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Valley 3 1 Truss Type Qty ply 2533968 V1 T21877462 Job Reference c tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 12:08:15 2020 Pace 1 v d 2x4 2-0-0 w. iui izunnuwoggvcngrt-ttiyKdd u-wigayak?LwdyxvNEoRXHJ22SkempntOTleeQGRyJwxk 2-0-0 Scale = 1:7.8 Plate Offsets (X Y)-- r2:0-8-9 0-1-41 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 TCDL 7.0 Plate Grip DOL 1.25 Vert(LL) n/a n/a 999 MT20 244/190 Lumber DOL 1.25 :VW:VB0.00 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=1-11-8, 3=1-11-8 Max Horz 1=33(LC 12) Max Uplift 1=-16(LC 12), 3=-32(LC 12) Max Grav 1=45(LC 17), 3=50(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3. E N •�7i ��i ki ; \R\ . SF• e•• No 22839 OF t4�t/: Off: p R, O P ♦ �� WahrP. Finn Kho=g Miiek Ukk Inc. FL CettUk 6904 PWW fast &I Tampa FL 33610 Dft November 12,2020 ®WARNING -Vedfy design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members any. Additional temporary and permanent bracing 11A is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MIY In®1.' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1/rPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. D 20601 Tampa, Parke East T21877463 Builders 6 d LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 1=3-11-8, 3=3-11-8 Max Horz 1=87(LC 12) Max Uplift 1=41(LC 12), 3=85(LC 12) Max Grav 1=120(LC 17),3=131(LC 11) - 32244, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 12 12:08:15 2020 Page 1 ID:fZlnzDnhOwbljgvcKgfPtByKJJU-wigay6k7LwdyxvNEoRXHJ220oej1 ntOTleeQ GRyJwxk 2x4 - 2x4 II CSI. DEFL. in (loc) Vdef1 L/d TC 0.29 Vert(LL) n/a n/a 999 BC 0.20 Vert(CT) n/a n/a 999 WB 0.00 Horz(CT) 0.00 n/a n/a Matrix-P FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.8 PLATES GRIP MT20 244/190 Weight: 14 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. 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=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;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 20.0psf 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 100 lb uplift atjoint(s) 1, 3. ,`Iti?<u 111>>r�I .. ER P -,� ,G E N ' Fi�ji ♦♦i t No 228.89 OF p ,�411!1� ;pN'ACE: ,��� Wafter P.. Rnn PE No.22839 MiTek U$A, Inc. FL dert'6634 6904 Parke East BNd. Tampa FL 33610 Date: November 12,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall MiTek building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty ply 2533968 V3 GABLE 1 1 T21877464 Riuldpm FircrRnn r.h�o-�.,.,,,mp n r r.�..L� ....., :1L. Job Reference (optional) g d ^ VI L - ­44, 8.420 s Oct 9 2U2D MITek Industries, Inc. Thu Nov 12 12:08:16 2020 Page 1 1 6-0-0 ID:fLtnzDnhOwbljgvcKgfPtByKJJU-PuOzASId5EIpY3yRM82 WsGaRu237 WKedzlNzouyJwxj 2x4 2x4 11 2 2x4 11 2x4 11 Scale = 1:19.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) file n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP NO.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=5-11-8, 3=5-11-8, 4=5-11-8 Max Horz 1=140(LC 12) Max Uplift 1=-75(LC 12). 3=151(LC 12) Max Grav 1=169(LC 17). 3=167(LC 17), 4=140(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-160/315 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 5-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Qt=lb) 3=151. so oo No 22839 �p0`:• OF �i Apes,�NAQ E��♦�� WaftP. Firm PE NO2=11 MiTek usk lim FL Certm 6904 Ponta East Bled. Tampa 1191-33610 Bak November 12,2020 WARNING - Vedfy design parameters and READ NOTES ONTHIS AND INCLUDED MITFIC REFERENCE PAGE N8I-7473 5119R1120 BEFORE rev. USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for to �el.• stability and prevent collapse with possible personal Injury and property damage. For general guidance regarding the 1Ai fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pll Qualify Criteria, DSB-89 and BCS! Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Truss Truss Type Qty Ply T21877465 F2533968 V4 Valley 2 1 Job Reference (optional) a 420 s a 2020 MiTek industries. Inc. Thu Nov 1212:06:17 2020 Page 1 Builders FirstSource (Jacksonville, FL), JaCKsonvine, I-L - 32244, -- - Oct-- - --- ' ID:fZtnzDnhOwbljgvcKgfPtByKJJU-t5yLNomFsYtgADXdwsalOT7njS PLFnumCy7XKKyJwxi 2-0-0 4-0-0 2-0-02-0-0 0 Scale = 1:7.7 3x4 = u d 2x4 i 2x4 rg d LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IGc) I/deft Ud 999 PLATES GRIP MT20 244/190 TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a n/a TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a Weight: 10 lb FT = 20% BCDL 10.0 Code FBC2017lrP12014 Matrix-P LUMBER- BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 cc puriins. TOP CHORD 2x4 SP ND.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=3-11-0, 3=3-11-0 Max Horz 1=-26(LC 10) Max Uplift 1=54(LC 12), 3=54(LC 12) Max Grav 1=101(LC 1), 3=101(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. -DER P. F �� E N • No 22839 L krz i�• .S •�� WalterP. Finn PE No. 2839 Wei USA, Inc. FL Celt 6fi34 69134 Parke East Blvd. Tampa FL 33610 Date: November 12,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. SliS12020 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIl Quality Criteria, DSB-E9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 uo I cuss Truss Type Qty Ply 533968 V5 Valley 1 1 Job Reference (optional) T21877466 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Nov 1212:08:18 2020 Page 1 ID:fZtnzOnhOwbljgvcKgfPtByKJJU-LH WjaSntdRXoM6pUZ5_xhguwsku_D5wRcs4smyJwxh 4-0-0 B-G-0 4-0-0 4-0-0 4x4 = Scale = 1:15.7 v a d 2x4 i LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 2x4 11 2x4 7-11-8 CSI. DEFL. in (loc) Well L/d PLATES GRIP TC 0.30 Vert(LL) n/a n/a 999 MT20 244/190 BC 0.19 Vert(CT) n/a n/a 999 WB 0.07 Horz(CT) 0.00 3 n/a n/a Matrix-P Weight: 25 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=7-11-0, 3=7-11-0, 4=7-11-0 Max Horz 1=62(LC 11) Max Uplift 1=85(LC 12), 3=85(LC 12), 4=-94(LC 12) Max Grav 1=125(LC 1), 3=128(LC 18), 4=248(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Dpsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 4-0-0, Exterior(2) 4-0-0 to 7-0-0, Interior(1) 7-0-0 to 7-4-7 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. O���P�-DER 1? F/N ♦♦ No 22839 q p ;- 40 Waller P- Rnn PE No.2M Mrrek Utk Inc. R. Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Me[( always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP11 Quality Criteria, DSB-89 and BCSI Building Component Blvd. e East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parke East Job Truss Truss Type Qty Ply T21877467 2533968 V6 GABLE 1 1 Job Reference o tional ... _. ___ .. o non n..r o 2020 KTov indus!ries Inn. Thu Nov 12 12:08:18 2020 Pape 1 Builders FirstSource (Jacksonville, FL), JacKsonvule, FL - 32244, v �q t �-�- U • - ID:fZtnzDnhOwbljgvcKgfPtByKJJU-LH WjaBntdr?XoM6pUZ5_xhgswsiT_EBwRcs4smyJwxh 6-0-0 12-0-0 6-0-0 6.0-0 d d 4x6 = 4 3x4 i 2x4 11 2x4 l i 2x4 11 3x4 Scale = 1:21.8 LOADING (psD SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP MT20 244/190 TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) n/a nla 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a Weight: 40 lb FT = 20% BCDL 10.0 Code FBC20171TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP N0.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 11-11-0. (lb) - Max Horz 1=-99(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 6, 4 except 1=-178(LC 12), 3=-178(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1., 3, 5, 6, 4 FORCES. (lb) -Max. Comp./Max. Ten. -Ail forces 250 (lb) or less except when shown. TOP CHORD 1-2=-394/426, 2-3=394/426 BOT CHORD 1-6=-264/295, 5-6=264/295, 4-5=-264/295, 3-4=-264/295 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0, Interior(1) 9-0-0 to 11-4-7 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4 except (jt=lb) 1=178,3=178. ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additlonal temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPif Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 \I11111/f1" No 22839 10 r • r � .00. �' •i S L(/ r :0;q;*'- ly •oR,4QP.;;:1. ee,s•' •....••• ��% Wafter P. Bnn PE No.22839 MTek USA, Inc. FL Cert 6634 6904 Parke East M. Tampa FL 33610 Date: November 12,2020 MOW 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Type Qty Ply 2533968 FV7 Valley 1 1 T21877468 a..u,fe.� Job Reference (optional) i 2z4 i Q44ti4, , 8.42u s Uct s 2020 MiTek Industries, Inc. Thu Nov 12 12:08:19 2020 Page 1 ID:fZtnzDnhOwbljgvcKgfPtByKJJU-pT45oUnVO97OP Wh01 HcDTuC3tG51jgJ3gGcdPCyJwxg 3-10-14 7-9-12 3-10-14 3-10-14 2x4 II 4x4 = 2x4 Scale=1:15.4 d u-u-o 7-94 - - 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a - file 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight: 24 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=7-8-12, 3=7-8-12, 4=7-8-12 Max, Horz 1=61(LC 11) Max Uplift 1=83(LC 12), 3=-83(LC 12), 4=-92(LC 12) Max Grav 1=122(LC 1). 3=125(LC 18). 4=241(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; 9=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. ,gN�1�ur�q • t t No 228.39 OF <tl: Walter P. Rnn PE No.2M9 MTek u$A, Inc. R. Cert6634 6904 Parke fast Blvd. Tampa R 33610 Data: November 12,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. SH 92020 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is M7ek' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pit Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job s Truss Truss Type aty Ply T21877469 2533968 V8 GABLE 1 1 Job Reference (optional) _ ... _. ___ .. v non Oct o 2020 nniTo4 indi wri— Inc Thu Nov 12 12:08:20 2020 Page 1 Builders FirstSource (Jacksonville, I-L), JaCKsonvlue, FL - 32244, _ cK - ByK � g ID:fZlnzDnhOwbljgvcKgfPtByKJJU-HgeT?go89TFF1 gGCb_7S061FFiQ7S7fCuwLBxfyJwxf 7-10-14 7-10-14 v d 2x4 11 2x4 i 2x4 II 42x4 II Scale = 1:25.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP MT20 2441190 TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 n/a n/a Weight: 31 lb FT = 20% BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=7-10-14, 4=7-10-14, 5=7-10-14 Max Horz 1=192(LC 12) Max Uplift 4=-77(LC 12), 5=235(LC 12) Max Grav 1=90(LC 1). 4=118(LC 17). 5=362(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=295/130 WEBS 2-5=-273/427 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 6=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 7-9-2 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4 except Qt=lb) 5=235. �.%% E AI No 22839 '. S ` ee Walter P. Rnn PE No.22839 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a uilding design. Bracing indicated is to prevent buckling of system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bf Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2533968 V9 Valley T21877470 1 1 Builders FirstSource Narksnnvilla FI 1 Ia k--iuc ci _ a��en Job Reference (optional) 1 d •- — 8.420 s Oct 9 2020 MI i ek Industries, Inc. Thu Nov 12 12:08:21 2020 Page 1 3-10-14 I D:fZtnzDnhowblj gvcKgfP tByKJJ U-IsBsD9pmwm N6fgrO giehZJ IPZ3ndBauM7a5kT5yJwxe 3-10-14 2x4 i 2x4 II 2 Scale = 1:12.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-14 cc purlins, BOT CHORD 2x4 SP No.3 I except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 1=3-10-6, 3=3-10-6 Max Horz 1=84(LC 12) Max Uplift 1=40(LC 12), 3=83(LC 12) Max Grav 1=116(LC 17), 3=127(LC 17) 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=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;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 fora livedoad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 1E IV .�10 No 22839 :�. � ice, �•• �` ' 2 ,`� .�••p R I Q•.���,�� WalterP. Finn PE NaLM9 Mrrek ukk Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: November 12,2020 WARNING -Veri fy design g parameters and READ NOTES ON THISAND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE ��• Design valid for use only with MiTekG connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a tmss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing uMe[( always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCS1 Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 6904 Parke East Blvd. D 20601 Tampa, Parke East Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y 4 offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-'Ile, For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. "Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 X 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION 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/TPI1: 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. 0 of O U a O I- Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 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 m� Wl lip MiTek a MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/rPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. S. 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, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins 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. 1S. 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 ANSlrrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated. IV