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HomeMy WebLinkAboutTrussARROW ON THE TRUSS REPRESENTS ITS LEFT END 32-00-00 MBu'1vWrs FirstSource 16-00-00 8-00-00 8-00-00 ti✓� W W W W �^ Builders FirstSource - 1602 INDUSTRIAL PARK DR BB03 - .PLANT CITY FL - Phone: (813) 759-5922 CJ1 CJ1I Fax: (813) 752-1532 http://www.bldr.com CJ3 CJ3 General Notes: - Per ANSI/TPI.1-2007all " Truss to Wall" o : connections are the responsibility of the Building GR1 oo Designer, not the Truss Manufacturer. Dimensions are Feet -Inches- Sixteenths. 9, N c - - ar •� H5 C� - Trusses are to be 24" o.c. unless noted W-0 CLG. otherwise(U.N.O.) _. y✓2 j tj j. Al <j - Trusses are not designed to support brick U.N.O. cr c�j ,Z,��' - Do not cut or modify trusses without first - _ p contacting Builders FirstSource. Al #.: - Immediately contact Builders FirstSource if - trusses are damaged. Connection Notes:. CJ1 u --�CJ1 ¢ 1 ¢. a t.. w o All hangers are to be Simpson or equivalent CJ3 w Lu w w w w w w 2 � , CJ3 4 U.N.O: ^` 4Connections o - Use Manufacturer's specifications for all hanger CJ5. •CJ5 U.N.O. 3 - Use 10d x 1 1/2" Nailsin hanger connections to single ply roof girder trusses. ;:;aeasuc;=unw GR2 Floor Truss Notes: 2-0 =O0 s as -Shift truss as required to avoid plumbing traps. 'H1 - Installation Contractor and/or Field Supervisor are to verify all dimensions, trap locations, and ........, .,...-.�. .,:......:....... .�.,..,,":�._. !:a.�.9�.N,-.�,.a -�.. H2 options prior to installation Dimension Notes: , Drawing not to scale. Do not scale dimensions Roof: A2 TOLL: 30 PSF moo. A2 TCDL: 15 PSF A2 BC D L: 10 PS F 9'.0" CLG. -Ste:&. ..._.. A2. A2 C) o Wind: 4 A2 Velocity: 170 MPH o A2 Cat.: C a o C?Exp. 0 Risk Cat.. II �.a A2 2-0 -00 ::,.meµ....,,.... .,,.. 2 1 1 -03 Roof pitch: 5/12 H4 Overhang: 2'-0" " H3 The Outdoor Quality o 14-06-00 Lot 1 / —1 8 -08 11 H1 Framing Plan VS _ GR 2-0 -o8 CJ5.. V7 .. vs .,:,":".��- a A4 Lot 17-18 $ � �.m z-o -qo _ o CJ3 r n > > > .� = A4 Fort Pierce w ...,LL!,.,..�.,pu..... waw 2-00-00 - - - ' GE1 -00 o 0 �' , ON 1 .Layout: Designed by; CG lot_17 18 LAY 2-0 -00a ',. G 2020 IrspcLG. A3 Date: 06/12/20 oo RO ti M N 00 EWALL CJ5 ii i.1. m 2-0 00 BY ILDER CJ3A. s 0 Norman D. Cabrera Revision History: Revl: _ yy,.....- CJ3 0 Fonda A7on r o Oi I o RBvlewedlordes r n qn n,l In Rev2: NOT DO EVERSE O l C U7 Rev3: o CJ1 CJ1 M , / Comments:.... ti �) ti✓5r M 1b `n `"� -n NOT TO SCALE SHEET U ww w UU U oW 'w U. U U .. .Sofl 9-00-00 8-06-00 14-06-00 AW#: 2095462 VILE COPE RE: Melton MITek USA, Inc. N/A 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: The Outdoor Quality Project Name: Melton Lot/Block: LOT 17 - 18 Model: N/A Address: LOT 17 - 18 Subdivision: N/A City Fort Pierce State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 55.0 psf Floor Load: N/A psf This package includes 40 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and -this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T18773838 Al 6/12/2020 21 T1S773858 GR4 6/12/2020 2 T18773839 A2 6/12/2020 22 T18773859 GR5 6/12/2020 3 T18773840 A3 6/12/2020 23 T18773860- GR6 6/12/2020 4 T18773841 A4 6/12/2020 24 T18773861 H1 6/12/2020 5 T18773842 CA 6/12/2020 25 T18773862 H2 6/12/2020 6 T18773843 CJ1A 6/12/2020 26 T18773863 H3 6/12/2-020 7 T18773844 CJ3 6/12/2020 27 T18773864 H4 6/12/2020 8 T18773845 CJ3A 6/12/2020 28 T18773865 H5 6/12/2020 9 T18773846 CJ5 6/12/2020 29 T18773866 HA 6/12/2020 10 T18773847 CJ5A 6/12/2020 30 T18773867 HJ2 6/12/2020 11 T18773848 EJ3 6/12/2020 31 T18773868 HJ3 6/12/2020 12 T18773849 EJ5 6/12/2020 32 T18773869 HJ4 6/12/2020 13 T18773850 EJ6 6/12/2020 33 Tl-8773870 V1 6/1212020 14 T18773851 EJ6A 6/12/2020 34 T18773871- V2 -6/fi2/2020 15 T18773852 -EJ7 6/12/2020 35 T18773872 -V3 6/12/2020 16 T18773853 EJ7A 6/12/2020 36 T18773873 V4 6/12/2020 17 T18773854 GE1 6/12/2020 37 T18773874 V5 6/12/2020 18 T18773855 GR1 6/12/2020 38 T18773875 V6 6/12/2020 19 T18773856 GR2 6/12/2020 39 T18773876 V7 6/12/2020 20 T18773857 GR3 6/12/2020 40 T18773877 V8 6/12/2020 c� The truss drawing(s) referenced -above have been prepared by MiTek USA, Inc under my direct supervision �Arr�rrr>I� based on the parameters provided by Builders FirstSource - Plant City. ��� pU I N V`c ��i . N c Truss Design Engineers Name: Velez, Joaquin i�� a b M license renewal date for the state of Florida is February28 2021.Lu Florida COA: 6634 N o 82 R IMPORTANT NOTE: The seal on these truss component designs is a certification ° 3 that the engineer named is licensed in the jurisdiction(s) identified and that the — Z " > designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were $ A E.. OF W given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of ��� j P N��� these designs. MiTek has not independently verified the applicability of the design � RA'..► 9 P y PP ty should verify applicability s of design parametersbuilding.parameters or the designs for any particular designer and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Jd4gIn' ,ViIaPENd:66t62 MTek.pSk Inc. FL.Cert6634. 6904 Parke East Blvd'Tampa;H. 33610 June 12 2020 .,}. 1 of 1 Velez, Joaquin b6i - o35s ILE COPY T. Job Truss Truss Type Qty Ply NIA T18773838 MELTON Al Common 2 1 Job Reference (optional) Builders hlrst Source, riant t;ity, I•L - 31bb6, mz9u s dui i4 zu-ia mi i eK muumnes, inc. vveu Nov zi-icycoa Zia rage _r ID:ybupxlPd477xHxDh000ZvnyF1 oR-f5tCO_6eiMyguN2LXogtTlYmBnc2a94iwlx4XyF_1 A -2-D-0 B-0-0 16-0-0 1" 2 0-0 B-0-0 B-O-0 241 Scale: 3/8"=1' 5x6 = 3 5.00 12 7 2 34 = 9 10 4 3x6 = LOADING (psf) SPACING- 2-0-0 1 CS]. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30-0 Plate Grip DOL 1.33 TC 0.91 Vert(LL) 0.37 4-6 >518 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.82 Vert(CT) 0.33 4-6 >570 180 BCLL 0.0 -Rep Stress Incr YES WB 0.22 HOrz(CT) -0.03 4 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-SH Weight: 61 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-8-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1052/0-3-0, 4=1052/0-3-0 Max Horz 2=85(LC 17) 1 Max Uplift 2=-637(LC 8), 4=637(1_C 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (ab) or less except when shown. TOP CHORD 2-3=1347/1875, 3-4=4347/1875 BOT CHORD 2-6=1534/1108, 4-6=1534/1108 WEBS 3-6=913/382 NOTES- 1) Unbalanced roof live loads have been considered for -this design. 2) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-11-5 to-J_3 1, Interior(1) 1-3 1 to 8--0-0, Exterlor(2) B-0-0 to 11-2-6, Interior(1) 11-2-6 to 17-11-5 zone; cantilever left and right -exposed ; end vertical -left and dght-exposed; porch left and-right-exposed;C-C for — members and forces 8 MWFRS`for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord -We 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-b; 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) 2=637, 4=637. I `,1;;iIN v lllltll�I i. N 681-.82 November 27,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS qND INCLUDED MITEK REFERENCE PAGE MX7473 rev. 1010312015 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 propehy 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 i�iTek' 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 6904 Parke East Bud. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 36610 Job Truss Type City Ply NIA TA2 T18773839 MELTON Common 11 1 Job Reference (optional) �1 .ma rncr auurue, main Giry, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 27 12:43:00 2019 Page 1 ID:ybupxlPd477xHxDhQOQZvnyF1 oR-7HRabJ7HTg5XVXQEvFKvQhli3b5sn_ExaWczyF_I9 -2 0-0 8314 16-0-0 23.8-2 32-M 34-0-0 2-0-0 B-3-14 7.8-2 7-8-2 B314 2 0 0 3x6 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 2x4 11 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017rTP12014 REACTIONS. (lb/size) 2=1928/0-8-0, 8=19280-8-0 Max Horz 2=153(LC 17) Max Uplift 2=-636(LC 12), 8=636(1_C 13) 5.00 12 4x6 = 5x8 = 2x4 11 Scale = 1:57.7 I$ a ri.oxcair — 3x5- _ CS1. DEFL. in (loc) Ildeft U3 PLATES GRIP TC 1.00 Vert(LL) -0.19 11 >999 240 MT20 244/190 BC 0.94 Vert(CT) -0.39 11-12 >965 180 WB 0.44 Horz(CT) 0.16 8 n/a n/a Matrix-SH Weight: 149 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-11, 3-11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPDHORD 2-3=3457/1570, 3-5=-2344/1196, 5-7=2344/1196, 7-8=3457/1570 BOT CHORD 2-12=1238/3045, 11-12=123B/3045, 10-11=-1284/3045, 8-10=1284/3045 WEBS 5-11=-460/1076, 7-11 =1 155/652, 7-1U=0/337, 3-11 =1 155/652, 3-12=0/337 NOTES- 1 j Unbalanced rocNive loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-11-5 to 1-3-1, Intedor(1) 1-3-1-to 16-0-0, Extedor(2) 16-0-0 to 19-2-6, Interior(1) 19-2-6 to 33-11-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 -3) This truss has been designed fo; 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) 2=636, 8=636. ,��,oPp`U�N VFl,i too 68182 41 .0 November 27,2019 ® WARNING - Verdy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTeklt connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mew Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Saretybdormation available from Truss Plate Institute, 218 N. Lee Street Suite 312, Aiexandda, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply N/A T18773840 MELTON A3 Common 1 1 Job Reference (optional) tsumers mrst bource, elan uny, r-L - GG000, fI 11 2-0-0 oyo ixDhQOQZvnyFloR-3gZLC?9X_HLElgacOgMNV6NBBPxNFzDWOu chryF_17 9-2-0 1 11-2-0 4-7-0 4x6 = 3 I 3x4 Scale: 12"=1' I$ ' I 4-7-0 1 4-7-0 ' _ - - 9-2-0 4-7-0 Plate Offsets (X,Y)- [2:0-3-0 0-1-81 [4:0-3-0 0-1-8] 1 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.64 Vert(LL) 0.02 2-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33- BC 0.24 Vert(CT) -0.03 2-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 37 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=660/0-3-0, 4=689/0-8-0 Max Horz 2=56(LC 12) Max Uplift 2=247(LC 8), 4=263(LC 9) FORCES. (lb) -Max. Comp:/Max. Ten. - All -forces 250 (lb) or less except when shown. TOP CHORD 2-3=602/313, 3-4=607/306 BOT CHORD 2-6=-103/469, 4-6=103/469 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 deign. 2) Wind: ASCE 7-10: VuR=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, Cat. -II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-11-6to 1-3-1, Interior(1) 1-3-1 to 4-7-0, Exterior(2) 4-7-0 to 7-9-6, Interior(1) 7-9-6 to 11-1-5 zone; cantilever left and right exposed ; end vertical left -and right exposed;C-C for members and forces.8-MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.6(i 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 Gt=lb) 2=247, 4=263. PIN vie.. M1to 681.82 November 27,2019 ®WARNING - Verily design parameten and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 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 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/rP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 4 TON T18773841 ers First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 27 12:43:02 2019 Page 1 ID: ybupxlPd47?xHxDhQOQZvnyFIoR-3gZL0?gX HLEIgacOgMNV6N5iPpoFyIWOu-chryF_17 7 2-0.0 2-0.0 -30 7-3-0 7 7--3-03- 0 06 = 346 = Scale=1:26.5 I$ Plate Offsets (X,Y)- 12:0-3-0,Edoe) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES -GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.80 Vert(L-) -0.12 4.5 >999 240 MT20 244/1911 TCDL 15.0 Lumber DOL 1.33 BC 0.72 Vert(CT) -0.23 4-5 >745 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 52 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=759/Mechanical, 2=997/0-8-0 Max Horz 2=97(LC 12) Max Uplift 4=247(LC 13), 2=336(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1216/634, 3-4=-1204/653 BOT CHORD 2-5=-460/993, 4-5=460/993 WEBS 3-5-31/342 BRACING - TOP CHORD Structural wood sheathing directly applied or 244 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-3-12 oc bracing. -NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=170mph (&second gust) Vasd=432mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18;-MWFRS (envelope) and C-C Extedor(2)-1-11-5 to 1-3-1, Interior(1) 1-3.1 to 7-3-0, Exterior(2) 7-3-0 to 10-5-6, Interior(1) 10-5-6 to 14-5-4 zone; cantilever -left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60- 3) 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 .firbetween-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 (jt= b - 4=247, 2=336.- ��.��Qvini I►v�t�,. G i` r • f .. • ' r' 5 OF .4_ November 27,2019 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. , Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iv�iTek' 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 Quafiry Criteria, DSB-89 and BCS1 Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. 6904 Parke e East Blvd. 3ast Tampa, Job Truss Truss Type city Ply N/A T18773842 MELTON CA Comer J$ck 17 1 Job Reference (Optional) tsuncers mrst source, viant ury, t-L - azaan, 2-0-0 0 6.Z4U s JUI "14 2U Ie MI1 eK inOUstnes, inc. vveu Nov zt-IG:4,x: zu ie rage -I ID:ybupxlPd47?xHxDhQOQZvnyF1 oR-?2g5RhAnWuby_8k?840raXS W5Cg3jugpsCTimkyF_15 Scale: 1.5"=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.48 Vert(LL) 0.00 2 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.03 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: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied -or 1-0-0 ocpuffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. REACTIONS. (lb/size) 3=138/Mechanical, 2=411/0-3-0, 4=10/Mechanical Max Horz 2=70(LC 8) -Max Uplift 3=-138(LC 1), 2=282(LC 8), 4=-15(�C 8) Max Grav_ 3=120(LC 8). 2=411(LC 1), 4=19(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or ess except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132Tph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch -left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall -by 2-0-0 wide will £d 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 (jt=lb) 3=138, 2=282. `,yl�litlllLT�I No MI 2 November 27,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED AfITEK REFERENCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with M7ekO 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 ANSM11 Quality Criteria, DS"9 and SCSI Building Component 6904 Parke East Blvd. Sa"Informadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ob Truss Truss Type �QtyPly NIA IELTON CAA Comer Jack 11 T18773843 Builders First Source, Job Reference (optional) Plant City, FL - 32566, 8.240 s Jul 14 2019 MTek Industries, Inc. Wed Nov 27 12:43:05 2019 Pace 1 1 2x4 = ST1.5x8 STP = 1-0.0 ru:youpxrra4/rxnxunuUULvnyFloR-TFETf1BPHCjpclJBiov47k?o2cOZSL4z4sCGIAyF_14 1-D-0 LO-0 Inn Scale = 1:6.5 _Plate Offsets (X,Y)— I1:0-1-14,0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.02 Vert(LL) -0.00 1 >999 240 MT20 2441190 TCDL 15.0 -Lumber DOL 1.33 BC 0.01 Vert(CT) -0.00 1 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00- 2 Na n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 3 lb FT = 20% Lumocrc- BRACING- TOPCHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=51/0-8-0, 2=41/Mechanical, 3=9/Mechanical Max Horz 1=25(LC 12) Max Uplift 1=13(LC 12), 2=28(LC 12) Max Grav 1=51(LC 1), 2=41(LC 1), 3=18(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; tf=l5ft; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extehor(2).zone; cantilever left -and right exposed ; end vertical left and right-exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noncorcurrent 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) 1, 2. �.�a t:l:'f1I,►'.. N-o= -68'1- 2 ..� �O S O F<, st 5lvd7amp4fL 33610 November 27.2019 ®WARNING - Vergy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 10/03/20i5 BEFORE USE. Design valid for use only with MRele® 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 parametersand 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 p fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rP11 Oualfry Crkeria, DSB-89 and BCSI Building Component SarWinformadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply NIA T18773844 MELTON CJ3 Comer Jack 13 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8240 s Jul 14 2019 Mi rek Industries, Inc. Wed Nov 27 12:43:05 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyFloR-TFETf1BPHCjpclJBiov47k?g6c SL4z4sCGIAyF_14 -2-0-0 3-0-0 2-0-0 3-0-0 Scale = 1:12.1 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) Vdefl Ud PLATES- GRIP TCLL 30.0 Plate Grip DOL 1.33 TC D.53 Vert(LL) 0.01 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.18 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.0D 3 n/a file BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 13 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. (lb/size) 3=58/Mechanical, 2=409/0-3-0, 4=2B/Mechanical Max Horz 2=104(LC 12) Max Uplift 3=50(LC 12), 2=253(LC 8), 4=-45(LC 8) Max Grav 3=58(LC 1), 2=409(LC 1). 4=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=170mph (3-second gust) Vasd=132mph; TCDL=42psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2)-1-11-5-to 1-3-1, Interior(1) 1-3-1 to 2-11-4 zone; cantilever left and right exposed end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate 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 Tit 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 Ot=lb) 2=253. November 27,2019 AwARN1NG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 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 tlesign. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing i�iTek' 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 SCSI Building Component 6904 Parke East Blvd. Sefefyinformadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply N/A T18773845 MELTON CJ3A Comer Jack 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 Mfrek Industries, Inc. Wed Nov 27 12:43:06 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyF1oR-yRorsNCl2WrgDSuOFVRJfyYwzOLrBoK6JWypgdyF_13 3-D-0 -M 12x4 = STP = Scale = 1:10.8 LOADING (psf) SPACING- 2-0-0 CSr. DEFL. in (loc) Vdefl L/d PLATES GRIP TOLL 30.0 Plate Grip DOL 1.33 TC 0.20 Vert(LL) -0.00 1-3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.08 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 rr/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 9 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. (lb/size) 1=143/0-8-0, 2=117/Mechanical, 3=26/Mechanical Max Horz 1=70(LC 12) Max Uplift 1=37(LC 12), 2=79(LC 12) Max Grav 1=143(LC 1), 2=117(LC 1), 3=.W4LC 3) FORCES. -(Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=42psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical'left and right exposed,,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. % No 6;81,8 �t OF 1,,TaM06 FIL 33610: November 27,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MX7473 rev. 1010312015 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 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. SaffiWiMomration available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply NIA T18773846 MELTON CJ5 Comer Jack 9 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 27 12:43:07 2019 Page 1 ID:ybupxlPd47?xHxDh000ZvnyF1 oR-QdME4jDgppzxrcSapDyYC94?wQdBwFZGYAhNM3yF_12 W_ 6-0-0 5-0-0 -- Scale = 1:16.2 5.0-0 5-0-0 Plate Offsets (X,Y)— [2:0-1-14,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.64 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 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 BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight; 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=157/Mechanical, 2=509/0-8-0, 4=46/Mechanical Max Horz 2=151(LC 12) Max Uplift 3=112(LC 12), 2=213(LC 8) Max Grav 3=157(LC 1), 2=509(LC 1), 4=92(LC 3) FORCES. -(Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES. 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat.11; Exp C; Encl., -GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-11-5 to 1-3-1, Interior(1) 1-3-1 to 4-11-4 zone; cantilever left -and -right exposed ; end vertical left and right-exposed;C-C for members -and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 arty 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)V. 3=112, 2=213. 00 No -681$8 L_Jampa FL 33610 November 27,2019 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111114473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Sara Inflormation available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type Qty Ply N/A MELTON TCJuA Comer Jack 1 1 T18773847 Job Reference (optional) ource, P,o, n —Ly, rL - oc000, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 27 12:43:07 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyFloR-QdME4jDgppzXrcSapDyYC94_9QdBwFZGYAhNM3yF_12 5-0-0 5-0-0 2X4 = ST1.5x8 STP = 5-D-0 Scale = 1:15.8 Plate Offsets (X,Y)— [1:0-1-14 0-0-10] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deff Ud PLATES GRIP TOLL 30.0 Plate Grip DOL 1.33 TC 0.69 Vert(LL) -0.03 1-3 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.26 Vert(CT) -0.05 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 16lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly appited or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=253/0-8-0, 2=207/Mechanical, 3=46/Mechanical Max Horz 1=116(LC 12) Max Uplift 1=69(LC 12), 2=135(LC 12) Max Grav 1=253(LC 1), 2=207(LC 1), 3=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE7-10; Vu@=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-4-0 to 3-6-6, Interior(1) 3-5-6 to 4-11-4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 except (jt=lb) 2=135. ti���t"h 11 I f l JAI ,pP'Qur ENN` Nl '681:8.2 r firyr.. .;Tampa FL3361Q November 27,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERENCE PAGE MIF7473 rev. 1010312015 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 ANSVTP11 QuaW Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply N/A T18773848 MELTON EJ3 Jack -Open 3 1 Job Reference optional) Builders First Source, Plant City, FL - 32565, 6.Z4U s JUI 14 ZU1 U MI I eK Inausmes, Inc. VVe0 NOV ZI 1Z:43:Ut1 ZU1 V rage 1 ID:ybupxlPd47?xHxDh000ZvnyF1 oR-ugwcH3Dla750T11 m NwTnkNdBLg05fipPmgRwvVyF_1 I -2-0-0 i 3-0-0 2-0-0 3-0-0 Scale=1:12.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 30.0 Plate Grip DOL 1.33 TC 0.53 Vert(LL) -0.00 2-4 >999 240 TCDL 15.0 Lumber DOL 1.33 BC 0.09 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horc(CT) -0.00 3 We n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=5B/Mechanical, 2=409/0-3-0, 4=2B/Mechanical Max Horz 2=104(LC 12) Max Uplift 3=50(LC 12), 2=199(1_C B) Max-Grav-3=58(LC 1), 2=409(LC 1),.4=56(LC 3) FORCES. (lb) - Max. Comp.7Max. Ten. - All forces-250-(lb}or less -except when shown. PLATES GRIP MT20 244/190 Weight: 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; VuR=1713rn i3--second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. I% Exp C; Encl., GCpi=O..18; MWFRS (envelope) and C-C Extedor(2)--1-11-5 to 1-3-1, Interior(1) 1-3-1 to 2-11-4 zone; cantilever left and right exposed ; end vertical left and right-exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-=1.60 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-nf 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord -and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding '100-lb uplift at joint(s)3 except-Gt=1b) 2=199. �1►I111Ii1�)� �Q Rio 681 B2 ' November 27,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 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/TRH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salary Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type My Ply N/A T18773849 MELTON EJ5 Jack -Open 4 1 Job Reference (optional) s rust ovwce, Piani Ciiy, FL - 32566, 8.240 s Jul 14 2019 MTek Industries, Inc. Wed Nov 27 12:43:09 2019 Page 1 2 0-0 ID:ybupxlPd47 SHx hQOQZvnyFloR-MOU_UOEwLRDF4vcare_OHaALXDEjO93Y?UATRxyF_10 20-0 5-0-0 Scale = 1:16.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.63 Vert(LL) 0.12 Z-4 >471 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.58 Vert(CT) 0.11 2-4 >511 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=177/Mechanical, 2=491/0-3-0, 4=48/Mechanical Max Horz 2=151(LC 12) Max Uplift 3=-120(LC 12), 2=289(LC 8), 4=77(LC 8) Max Grav 3=177(LC 1), 2=491(LC 1), 4=96(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-11-5 to 1-3-1, Interior(1) 1-3-1 to-4-11-4 zone; cantilever left and right exposed-, end vertical left and dght.exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber-DOL=1.60 plate grip DOL 1:60- 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chordln 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 % bstanding 100 lb uplift at joint(s) 4 except (jt=lb) -3=120, 2e28t- 1`,��►,t I IJ III��I `���OP�UIN V�r� c JI No 68142 November 27,2019 ®WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1-7473 rev. 1010312015 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 �''re�' 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 ANSLITP11 Quality Crtteda, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Insthute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. 6904Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply N/A T18773650 MELTON EJ6 Jack -Open 4 1 Job Reference (optional) euncers rirsi source, riant airy, rL-OZ000, 2x4 = ST1.5x8 STP = � oyo ID:ybupxlPd47?xHxDhQOQZvnyF1oR-MOU_UOEwLRDF4vczxe._OHeANjDF8093Y?UATRxyF_10 6-9-8 6-9-B 3 Scale = 1:19.8 6_gg 6-9.8 — Plate Offsets (X,Y)— 11:0-0-10 0-0-21 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.49 Vert(LL) -0.11 1-3 >729 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.55 Vert(CT) -0.21 1-3 >364 180 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-D-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. REACTIONS. (lb/size) 1=358/D-5-8, 2=293/Mechanical, 3=65/Mechanical Max Horz 1=163(LC 12) Max Uplift 1=98(LC 12), 2=190(LC 12) Max Grav 1=358(LC 1),2=293(L-C 1),3=130(LC 3) FORCES. (lb)-- Max. Comp:/Max. Ten. -All-forces 250 (lb) or less except -when shown. NOTES- 1) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL-=3-.0psf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C-Exterior(2) 0-2-12 to 3-5-2, Interior(1) 3-5-2 to 6-8-12 zone; Cantilever left and right exposed ; end vertical left and right exposed;C-G-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 allmeas where a rectangle3r6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) truss to truss r5) Provide mechanical connection connections. (by others) of truss to bearing plate capable of withstanding 100-lb uplift -at joint(s) 1 except (jt=lb) 2=190. NO 681-$2 November 27,2019 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M147473 rev. 1010312015 BEFORE USE. " Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to buckling of indlvtdual truss web and/or chord members only. Additional temporary and permanent bracing WGIC prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSI/TF11 Qualify Cr(rada, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type Qty Ply NIAT1B773851 TE'Ju6A MELTON Jack -Open 2 1 Job Reference (optional) ounoem nrsr Source, riani Chy, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 27 12:43:10 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyF1 oR-qC2MikFY6kL6i3B9ULVFgoiSXddk7cJiEBwl zOyF_17 -2 -0 6-0-0 ' 2-0-0 ' 6-0.0 Scale = 1:18.2 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TIC 0.87 Vert(LL) -0.06 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.40 Vert(CT) -0.12 2-4 >568 180 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: 22 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=21 1 /Mechanical, 2=555/D-8-0, 4=56/Mechanical Max Horz 2=174(LC 12) Max Uplift 3=145(LC 12), 2=216(LC 8) Max Grav 3=211(LC 1), 2=555(LC 1), 4=112(LC 3) FORCES. (lb) -Max. Comp./Max. Ten.-- All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. NOTES- 1) Wiind:'ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Qpsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C.Extedor(2)-1-11-5 to 1-3-1, Interior(1) 1-3-1 to 5-11-4 zone; cantilever left and right exposed-, end vertical left and right exposed;C-C for members -and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 fd-between'the-bottom chord and any other -members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical -connection thy others) of truss to bearing piate.capable of Withstanding 100-Ib uplift at joint(s) except at=lb) 3=145,2=216. ,�`1�IIII111I� l� U" N' v .0 • No 681.82 • • O F 1L► Joagdiri Velez PE.No:69i82 , MTek USA, lnc::FLG0t 6639: 6904Parke East;$Ivd Tarnpa;FL33610 Date: November 27,2019 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 1010312015 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 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/TP/f Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safetyinformadon available from Truss Plate Institute, 218 N. Lee Street, Suite 31Z Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply NIA T18773852 MELTON EJ7 Jack -Open 2 1 Job Reference (optional) Builders First Source,. Plant City, FL - 32566, 8.240 s Jul 14 2019 M7ek Industries, Inc. Wed Nov 27 12:43:11 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyF1 oR-IPckv4GAt2TzKDmL230UM?FcN 1 xts3ZrTofaVgyF_1_ -2-D-0 7-0-0_ 2 0 0 7-0.0 Scale = 1:20.2 bll.oX0 bit, — LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) UdeO Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.93 Vert(LL) 0.12 2-4 >681 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.53 Vert(CT) -0.19 2-4 >4-15 180 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-SH Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=249/Mechanical, 2=604/0-8-0, 4=79/Mechanical Max Horz 2=197(LC 12) Max Uplift 3=157(LC 12), 2=221(LC 8) Max Grav 3=249(LC 1), 2=604(1-C 1), 4=123(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuB=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf;BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-11-5 to 1-3-1, Interior(1) 1-3-1 to S-11-4 zone; cantilever left -and right - exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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-M wide will tit 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=157,2=221. November 27,2019 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 1010312015 BEFORE USE. Design valid for use only with M7ek9connectors. 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 ANS11TPII Qualify Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafelylnPormation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Type Qty Ply N/AT16773853 TE'Ju7sA MELTON Jack -Open 10 1 Job Reference (optional) I 0"t a dui w cu ro Ivu I OK Inausirles, Inc. vvea NOV Z/ 12:43:11 2U19 Pagel ID:ybupxlPd47?xHxDhQOQZvnyF1 oR-IPckv4GAt2TzKDmL230UM?FbU1 vXs3ZrTofaVgyF_1 _ 7-0-0 3x4 = 3 ST1.5x8 STP = Scale = 1:19.8 LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.99 Vert(LL) 0.15 1-3 >512 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.68 Vert(CT) -0.24 1-3 >325 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix-SH Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=363/0-8-0, 2=266/Mechanical, 3=97/Mechanical Max Horz 1=163(LC 12) Max Uplift 1=100(LC 12), 2=165(LC 12), 3=8(LC 12) Max Grav 1=363(LC 1), 2=266(LC 1),-3=129(LC 3) FORCES. (lb) --Max. Comp./Max. Ten. -All forces 250 jib) or less except when -shown. NOTES- 1) Wind: ASCE 7-10; Vu@=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C;-Encl., GCpi=0.18; MWFRS (envelope)-and-C-C Exterior(2) 0-4-0-to 3-6-6, Interior(1) 3-6-6 to 6-11-4 zone; cantilever left and right exposed end vertical left and -right exposed;C-C for members and forces-& MWFRS for reactions shown; Lumber DOL=1.60-plate grip DOL=1.60 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 platetapable-of withstanding 100 lb uplift at joint(s) 3 except-(jt=lb) 1=100,2=165. No 681-.82 • S.-OF'It7 RA doatjdiri:Velez PE No:68182., M116 USA, Inc., FL Ce t'6634: '6904 Parke East Blvd ;Tampafl 336Ill bit tii November 27,2019 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 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 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 ANSI/7P/1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. 69D4 Parke East Blvd. Tampa, FL 3661D Job Truss Truss Type Qty Ply T18773854 MELTON GE1 GABLE 1 1 �NIA Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MTek Industries, Inc. Wed Nov 27 12:43:12 2019 Page 1 ID:ybupxlPd477xHxDhQOQZvnyFloR-mb977QHoeMbgxNLXcmXkvDooWROzbVq7hSP81GyF Oz -24-0 4 3-0 8-9-4 2 4-0 4-3-0 4-6 4 — Scale = 1:30.4 4x6 = 12 11 10 9 8 3x6 II 3x6 II 3x4 = 2x4 II 3x4 = Plate Offsets (X,Y)— [2:0-2-5,Edge), [6:0-2-8,0-2-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)- Vdefi L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.84 Vert(LL) -0.05 7 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.09 Vert(CT) -0.08 6-7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 67 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 8-9-4. (lb) - Max Horz 12=162(1_C 10) Max Uplift All uplift 100 lb or less at joint(s) 10 except 12=-228(LC 8), 8=t88(LC 9), 11=143(LC 9), 9=-143(LC 8) Max Grav All reactions 250 lb or less at joint(s) 11, 9 except 12=366(LC 23), B=336(LC 24), 10=293(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=354/803, 6.8=-319/686 BOT CHORD 11-12=331/324, 10-11=235/404, 9-10=-235/404 WEBS 4-10=261/203, 5-9=201/291, 2-11=248/428, 6-9=-195/391-- NOTES- 1). Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuQ=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -2-3-5 to 0-11-1, Exterior(2) D-11-1 to 4-3-0, Comer(3) 4-3-0 to 7-5-6, Exterior(2) 7-5-6 to 10-9-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS -for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building -designer as per ANSIITPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psi 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 Tit 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 atjoint(s) 10 except 0=1b) 12=22B, 8=1BB, 11=143, 9=143. ,il% �QUIN'1/F���y N. a 681:82 w Mild"/j r r November 27,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7472 rev. 1010312015 BEFORE USE. " Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iwiTek' 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/rP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safefylnformanon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply NIA MELTON GR1 Hip Girder 1 1 T18773855 Ruilrip, FirCf Crn _ pinnf Cih, CI _ 27CRC _ _ ._ Job Reference (optional) _ _ _ ___ -- - -----• 6.240 s uui i4 zui a nm I eK inaustnes, Inc. Wed Nov 27 12:43:13 2019 Page 1 ID:ybupxlPd47?xHxDh000ZvnyF1 oR-EnjVKm HQPfjhZXwkAT3zRQK19rZ1 KxbBw6BhZjyF_Oy 2 D 0 5-M 11-0-0 16-0-0 1t3-0-0 2-0 0 5-0-0 6 D 0 5 0.0 2 0 0 Scale = 1:32.6 5x6 = 5x6 = LOADING (psi) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING— 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2017/TPI2014 CSL TC 0.59 BC 0.81 WB 0.16 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Udefi Ud 0.26 7-8 >723 240 0.23 7-8 >839 180 0.06 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 70 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. 3-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-0-2 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1406/0-3-0, 5=1406/0-3-0 Max_HDrz 2=59(1_C 13) Max Uplift 2=1067(LC 4). 5=1067(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All-forces 250 (lb) or less except when shown.- TOP CHORD 2-3=2492/2041, 3-4=2194/1891, 4-5=2496/2044 BOT CHORD 2-8=-1773/2204; 7-8=1749/2190, 5-T=1803/2208 WEBS 3-8=347/414, 4-7=340/416 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat.11 Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right -exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (lt=lb) 2=1067, 5=1067. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 255 lb down and 266 lb up at 5-D-0, 95 lb down and 125 lb up at 7-0-12, and 95lb down and 125 lb up at 8-11-4, and 255 lb down and 266 lb up at 11-D-0 on top chord, and 170 lb down and 200 lb up at 5-0-0, 56 lb down and 92 lb up at 7-0-12, and 56 lb down and 92 lb up at 8-11-4, and 170 lb down and 200 lb up at 10-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back-(B). LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase--"3, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=90, 3-4=90, 4-6=90, 2-5=20 Concentrated Loads (lb) Vert: 4=184(F) 8=55(F) 7=55(F) 3=184(F) 9=87(F) 10=87(1`} 11=28(F) 12=28(F) November 27,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mlb7473 rev. 10/03/2015 BEFORE USE. • Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteds, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intbrmst/on available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904TamP rk 36610 East Job Truss Truss Type Qty Ply N/A T18773856 MELTON GR2 Hip Girder 1 n L Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 27 12:43:15 2019 Page 1 ID:ybupxiPd47?xHxDhQOQZvnyFl oR-fMPdyoKJha6FQeJrccg33ySs2X1XDKac3NLA1yl`_Ov -2-0.0 11Fr0 2D-M 32-0-0 34-0-0 2 0 D 11.8-0 9-0-0 11-6-0 210-0 Scale = 1:59.1 5.00 12 5x6 = 3x8 = 7x10 = 5x6 = 3 12 413 14 15 16 17 5 18 19 5 ST1.5x8 STP = ' ' 20 21 22 23 10 24 25 26 27 - ST1.5x8 STP = 5x6 = 3x6 = 7x10 = 3x6 = 5x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.94 Vert(LL)- 0.33 10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.98 Vert(CT) -0.58 10-11 >648 180 BCLL 0.0 Rep Stress Incr NO WB 0.48 HOrz(CT) 0.14 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 367 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied_ 3-5,5-6: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=3554/0-8-0, 7=3554/0-8-0 Max Horz 2=76(LC 32) Max Uplift 2=-1595(LC 4), 7=1595(LC 5) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. TOP CHORD- 2-3=-7755/3478, 3-4=-6902/3195, 4-5=10206/4605, 5-6=6903/3195, 6-7=7755/3478 BOTCHORD 2=11=3071/7016,10-11=-4442/9732,9-10=-4457/9732,7-9=-3100/7016 WEBS 3-11=963/2330, 6-9=963/2330, 4-11=3403/1664, 4-10=30/799, 5-10=30/799, 5-9=-3403/1664- 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, 2x6 - 2 rows staggered at G-9-0 oc. Bottom chords connected as follows: 2x6 -2-rows staggered at D-9-0 Do. -Webs connected as follows: -2x4 - 1 row at D-9-0 oc. 2)-All loads are considered equally applied to all plies, except if noted=as front (F) or back (B) face in :he LOAD CASE(S) section. Ply to ply connections have been provided -to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced-rooflive Itmll"ave been considered -for this design. 4) Wind: ASCE7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=1.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpf=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip 11OL=1.60 5) Provide -adequate drainage to -prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide willfitbetween 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) except at=lb) 2=1595, 7=1595. H)-Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 386 lb down and 366 lb up at 7-0-0, 176 lb down and 179 lb up at 9-0-12, 176 lb down and 179 lb up at 11-0-12, 176 lb down and 179 lb up at 13-0-12, 176 lb down and 179 lb up at 15-0-12, 176 lb down and 179 Ib up at 16-11-4. 176 lb down and 179 lb up at 18-11-4. 176 lb down and 179 lb up at 20-11-4, and 176 lb down and 179 lb up at 22-11-4, and 386 lb down and 366 lb up at 25-0-0 on top chord, and 297 lb down and 175 lb up at 7-0-0, 89 lb down and 28 lb up at 9-0-12, 89 lb down and 28 lb up at 11-0-12, 89 lb down and 28 lb up at 13-0-12, 89 lb down and 28 lb up at 15-0-12, 89 lb down and 28 lb up at 16-11-4, 89 lb down and 28 lb up at 18-11-4, 89 lb down and 28 lb up at 20-11-4, and 89 lb down and 28 lb up at 22-11-4, and 297 lb down and 175 lb up at 24-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. % 0, Na 681;82 r � Tampa FL 33610 November 27,2019 'ontinued on a e 2 ®WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIA7473 rev. 1010312015 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 Itl1[�� AA) 1ee'' building design. Bracing Indicated is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing T8R• 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 ANSUTP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 --] Job Truss Truss Type Qty Ply T18773856 Fiob MELTON GR2 Hip Girder 1 ere�.,ptional) nunciers First bource, Flan ury, I-L - 3"Lb5b, 8.240 s Jul 14 2019 MTek Industries, Inc. Wed Nov 27 12:43:16 2019 Page 2 ID:ybupxlPd47?xHxDhQOQZvnyFloR-fMPdyoKJha6FQ_eJrccg33ySs2X1XDKac3NLA1yF_Ov LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1-3=90, 3-6=90, 6-8=90, 2-7=20 Concentrated Loads (lb) Vert: 3=315(F) 6=315(F) 11=297(F) 9=297(F) 12=176(F) 13=176(F) 14=176(F) 15=176(F) 16=176(F) 17=176(F) 18=-176(F) 19=176(F) 20=77(F) 21=77(F) 22=77(F) 23=77(1") 24=77(F) 25=77(F) 26=77(F) 27=77(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 10/03/2015 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 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/TP/1 Quality Criteria, DS"9 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply N/A T18773857 MELTON GR3 Hip Girder 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 27 12:43:17 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyF1oR-7ZzOA7KxSuE628DVPJ7vcGVetStQGXmkd6uiUyF_Ou 211 7-M 14-6-12 i 175 4 25-0-0 32-0-0 34 0-0 2-0 0 7-M 7-6-12 2-10 8 7-6-12 7-M 2-0-0 Scale = 1:59.1 7x10 = 5.00 12 3x4 = 2x4 ll 46 = 6x8 = 4 15 516 6 17 18 7 ST1.5x8 STP = '- 19 12 '' — 21 22 23 — ST1.5x8 STP = 3x8 - 2x4 I I 7x10 WB = 2x4 I l 5x6 = LOADING (psi) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-6: 2x6 SP No.2, 6-7: 2x6 SP M 26 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=3224/0-8-0, 8=3692/0-8-0 Max Horz 2=76(LC 31) -Max-Uplift 2=1274(LC 4), 8=1562(LC-5) 5x12 = 4x12 = CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.86 Vert(LL) -0.34 11-13 >999 240 MT20 244/19D BC 0.97 Vert(CT) -0.62 11-13 >607 180 WB 0.98 Horz(CT) 0.12 8 n/a n/a Matrix-SH Weight: 380 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7-6-4 oc bracing. FORCES. (lb) - Max-Comp./Max. Ten. -All forces 250_(ib) or less except when shown. TOP CHORD 2=3=-6940/2693, 3-4=1123414663, 4-5=11304/4783, 5-7=11305/4784, 7-8=8129/3409 BOT CHORD 2-14=2351/6272,13-14=2352/6261, 11-13=-4519/11232, 1D-11=3039/7341, 8-10=3042/7368 WEBS 3-14=0/351, 3-13-=_M21/5463, 4-13=-644/404; 4=11=-444/385,-5-14=1292/-798, 7-11=1748/4348, 7-10=67U40 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top -chords -connected -as follows: 20 - 1 row at 0-9--D-oc,•24 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2-rows staggered at 0-9-0.oc. Webs connected as follows, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally -applied to all plies, except if noted -as front-fl: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; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf BCDL=3:Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been -designed for a 10.0 psf bottom chord -live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1274, 8=1562. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 lb down and 206 lb up at 15-2-12, 203-lb-down and 206 lb up at 17-1-4. 203 lb down and 206 lb up at 19-1-4, 203 lb down and 206 lb up at 21-1-4, and 203 lb down and 206 lb up at 23-1-4, and 366 lb down and 355 lb up at 25.0-0 on top chord, and 1239 lb down and 478 lb up at 14-6-12, 90 lb down at 15-2-12, 90 lb down at 17-1-4, 90 lb down at 19-1-4, 90 lb down at 21-14, and 90 lb down at 23-1-4, and 287 lb down and 151 lb up at 24-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. ►, - V .. -. ro �O 681,82 November 27,2019 :ontinued on a e z ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111147473 rev. 1010312015 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 �µ at russ 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 ANSVTP/1 qualify Cifteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type Qty Ply N/A rGR3 T18773857 MELTON Hip Girder 1 Job Reference (optional) cuimers rirsi bource, mant t;lry, rL - "3"Lbbb, 8.240 s Jul 14 2019 M7ek Industries, Inc. Wed Nov 27 12:43:17 2019 Page 2 ID:ybupxlPd477xHxDhQOQZvnyF1 oR-7Zz0A7KxSuE628DVPJ7vcGVetStQGXmkrj6uiUyF_Ou LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=90, 3-7=90, 7-9=90, 2-8=20 Concentrated Loads (lb) Vert: 6=203(B) 7=296(B) 13=1239(B) 10=-287(B) 15=203(B) 16=203(B) 17=203(13) 18=203(B) 19=-45(B) 20=-45(B) 21=-45(B) 22=45(B) 23=-45(B) ®wARNINe - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIA7473 rev. 1010312015 BEFORE USE. ` Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and Is for an individual building componem 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 andlor chord members only. Additional temporary and permanent bracing MITpiK• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYM11 Quality Criteria, DSB-99 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply WA T18773858 MELTON GR4 Jack -Closed Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MTek Industries, Inc. Wed Nov 27 12:43:18 2019 Page 1 ID:ybupxlPd47?xHxDh000ZvnyF1 oR-bIXONTLZDCMzflohy1 e88U 1 ytsHj?5kt4NsSEwyF_Ot i 3-5-10 6-9-8 _ 3-5-10 3-3-14 - -- - 2x4 I I 3 Scale = 1:20.1 3x6 = 4x6 = ST1.5x8 STP = i 3-5-10 6-9-8 3-5-10 3-3-14 Plate Offsets (X Y)— [1:0-2-1 0-0-101, 15:0-48 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.27 Vert(LL) -0.03 1-5 >999 240 MT20 244/190 TCDL 15.0 idmber DOL 1.33 BC 0.71 Vert(CT) -0.05 1-5 >999 180 BCLL 0.0 Rep Stress ]nor NO WB 0.55 Horz(CT) 0.01 4 rl n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-P Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=1665/0-5-8, 4=1259/Mechanical Max Horz 1=185(LC 22) Max Uplift 1=563(LC-8), 4=45B(LC 8) FORCES. jib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except -when shown. TOP CHORD 1=2= 2111/694 BOT CHORD 1-5=673/1883, 4-5=-673/1883 WEBS 2-5=-434/1409, 24=2078/778 Structural wood sheathing directly applied or 3-10-1 cc purlins, except end verticals. Rigid ceiling directly applied or 8-8-11 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=17Omph-(3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Up-sf; h=15ft; Cat. -II; Exp C;-Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed -for a 10.0 psf bottom -chord live load nonconcurrent with -any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wIM-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) 1=563, 4=458. 6) Hanger(s)-or other connection device(s) shall be provided sufficient -to support concentrated-load(s) 742 lb down and 263-lb up at 0-10-4, and 738 lb down and 266 lb -up at 2-10-4, and 738 lb down and 266 lb up at 4-10-4 on -bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33- Uh'Iform Loads (plf) Vert: 1-3=90, 1-4=20 Concentrated Loads-(Ib) Vert- 6=742(F)-7 738(F) 8=738(F) Na 681:82 * +. 0.: •'-Cc ST OF , .JampaF633610, November 27,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to buckling of Indi idual truss web and/or chord members only. Additional temporary and permanent bracing p • prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 VIiTe fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Job Truss Type Qty Ply N/AT18773859 TGR5 Hip Girder 1 1 Job Reference (options[) 6.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 27 12:43:19 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyFloR-3x4mbpMB VUgHSNuWk9Nhha3KFj1kfH111b?mMyF—Os 2 0 0 3-0-0 6-2-0 9-2-0 11-2-0 2 0 0 3-0 0 3-2-0 3-0-0 2-0-0 4x6 = 5x6 = 3x4 = Scale=1:24.5 Plate Offsets (X,Y)— [4:0-3-0,0-2-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.55 Vert(LL) -0.02 7-8 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.32 Vert(CT) -0.03 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=614/0-3-0, 5=639/0-8-0 Max Horz 2=-42(LC 39) Max Uplift 2=-296(LC 4), 5=315(LC 5) Max Grav 2=619(LC 19), 5=639(LC 1) FORCES. Ob) - Max. Comp./Max. Ten. - All forces 250 (lb)-ar less except when shown. TOP CHORD- 2-3=879/266, 3-4=686/251, 4-5=-850/259 BOT CHORD 2-B=191/806, 7-8=195/788 5-7=184/763 WEBS. 3-8=148/274, 4-7=165/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu@=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf;-h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MVVFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate -grip DOL=1.60 3) Provide adequate drainage to -prevent water ponding. 4) This truss has been-designerlfor 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 (jt=lb) 2=296, 5=315. 7) Hanger(s) or other connection device(s) shall be provided sufficient -to support concentrated-load(s) 102-lb down and 109 lb up at 3-0-0, and 42 lb down and 431b up -at 4-6-12, and 102 lb -down and 109 lb up at 6-2-0 on top chord, and 216 lb down and 185 lb up at 3-0-0, and 22 lb down at 4-6-12, and 216 lb dowry -and 185 lb up at 6-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section,_ loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=90, 3-4=90, 4-6=90, 2-5=20 Concentrated Loads (lb) Vert: 8=52(F) 7=52(F) 10=8(F) No 681-,62 '0 Az :rJ F ..�: ;Tarn a'F 33610 November 27,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 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 p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ITQi'K• Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the IVI fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYM1 Quality Cnteda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply N/A T18773860 MELTON GR6 Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, tf.z4U s JUI 14 zUl v MI I eK Inousines, Inc. WeO NOV,/ 1Z:43:ZU ZU1 V rage I ID:ybupxlPd47?xHxDhQOQZvnyFloR-X7e8o9Nglpchvby44ShcEv7CQf FT5MAXhLZJpyF_Or -2-0-0 6-0-0 B-6-0 14-6-0 2 0-0 6 0 0 M0 6-0-0 Scale = 1:28.3 5x6 = 5x6 = 3 8 9 4 44 = 3x8 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber-DOL 1.33 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.65 BC 0.56 WB 0.16 Matrix-SH DEFL. in Vert(LL) 0.07 Vert(CT) -0.11 Horz(CT) 0.03 (loc) I/deft Ltd 6-7 >999 240 6-7 >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 3-0-4 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=1200/0-8-0, 2=1436/D-8-0 Max Horz 2=8B(LC 12) Max Uplift 5=577(LC 9), 2=671(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2352/1158, 3-4=2092/1146; 4-5=2411/1194 BOT CHORD 2-7=1028/2053, 6-7=-1024/2037,_5-6=1012/2110 WEBS 3-7=71/387, 4-6=94/408 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and_right exposed; Lumber D01=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 Gt=lb) 5=577,2=671. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 171 lb down and 196 lb up at 6-0-0, 134 lb down and 152 lb up at 6-6-12, and 138 lb down and 152 lb up at 8-0-15, and 171 lb down and 196 lb up at B-6-0 on top chord, and 172 lb down and 120 Ib up at 6-0-0, 72 lb down at 6-6-12, and 72 lb down at-8=0-15, and 172 lb down and 120 lb -up at B-6-0 on bottom chord. The design/selection of such connection device(s) is -the responsibility of -others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=90, 3-4=90, 4-5=90, 2-5=20 Concentrated Loads (lb) Vert: 4=-128(B) 7=170(B) 6=170(B) 3=-128(B) 8=121(B) 9=-121(B) 10=36(13) 11=36(B) ��y �aLi 'Fee d, 2 November 27,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev, 10/03/2015 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!T�1'(� prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DS8-89 and BCSI Building Component 6904 Parke East Blvd. SatetylrNonnation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type City ty Ply JHlu T18773661 MELTON Hip 2 JNIA Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 27 12:43:21 2019 Page 1 ID:ybupxiPd477xHxDhQOQZvnyF1oR-7KCWOVNSW7kYWIXGe9Cnn6fig3FUCObJmL46rFyF Oq 2 0 0 4-914 9 0 0 1 "_0 23 0-0 27-2-2 32-M 34-0-0 2 0 0 4-114 41-:2 7-0-0 7-0-0 4 2-2 4-9-14 � Scale = 1:59.1 s on19 5x6 = 2x4 11 5x6 = ' 14 ' 15 6 6T1.5x8 STP = "- '- ST1.5x8 STP = 3x8 = 3x4 = Sx8 = 3x4 = 3x8 = 94)-0 16-0-0 23-M 32-M 9-0-0 7-0-0 7-0-0 9.0-0 Plate Offsets (X,Y)— [2:0-4-2,0-1-8),[4:0-3-0,D-2-41,[6:0-3.0,0-2-4),[8:0-4-2,0-1-8[,[11:0-4-0,0-3-0[ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 1.00 Vert(LL) -0.26 11 >999 240 MT20 244/190 TCDL 15.0 Lumber-DOL 1.33 BC 0.90 Vert(CT) -0.48 10-11 >783 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(CT) 0.15 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 155 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-7-5 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1928/0-8-0, 8=1928/0-8-0 -Max Horz 2=94(LC 17) Max Uplift 2=656(LC 8), 8=656(LC 9) FORCES-- (lb) - Max. Comp./Max. Ten. —All forces 250 (lb) -or less -except when shown. TOP CHORD 2-3=-3534/1922, 3-4=-3171/17i?,-4-5=3630/2038, 5-6=3630/2038, 6-7=3171/1712, 7-8=3534/1921 BOT CHORD 2-12=1601/3137, 11-12=1293/2849, 10-11=1327/2849, 8 1D=1635/3137 WEBS 3-12=315/337, 4-12=88/379, 4-11=544/1035, 5-11=-718/500,=(P11=544/1035, 6-10=88/379, 7-10=-315/336 NOTES- 1)-Unbalanced roof live -loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and -GC Exterior(2)-1-11-5 to 1-3-1, Interior(1)'I--3-1-to 9-0-0, Extedor(2) 9-0-0-to TX6-5, Interior(t) 13-6-5 to 23-0-0, Exterior(2) 23-0-0 to 27-4-5,1nterior(1) 2T4-5 to 33-11-5-zone; cWtil'ever left and right exposed ; end vertical left and right-exposed;C-C for members and forces &-MWFRS for reactions shown; Lumber-DOL=1.60 plate grip DOL=1.60. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0-psf bottom chord -live -load nonconcurent with any other live loads. 5) ' This -truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a -rectangle 3-6-0 talLby 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 Ib uplift at joint(s) except at=lb) 2=656, 8=656. ,- No �68162 .4,,- :Joaquin Velez PE.No:88182,_ MlTik U$Aj Pa. FtCedt6634:_ 81)t)4"Parke EisCBlvdTainja FL 33610 Date: November 27,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 101032015 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 ANSUTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safetylnlormatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply NIA T18773862 MELTON H2 Hip 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8:240 s-Jul 14 2019 MiTek Industries, Inc. Wed Nov 27 12:43:22 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyFlc)R-UWmvDr04HQsP8v6SBsj4JKCYFTelxy8T ?gfNhyF_Op 2 0 0 5 9 14 11-M 16-0-0 21-0-0 26-2-2 32-D-0 2�0 5-914 5-2-2 5-0-0 5-M 5-2-2 5-914 2-0-0 ' Scale = 1:59.1 Bx8 = 16 17 6x8 = ST1.5x8 STP = '- - ST1.5x8 STP = 3x8 = 2x4 II 3x4 = Sx6 _ 3x4 = 2x4 II 3x8 = LOADING (pst) SPACING- 2-D-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x6 SP M 26 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1928/0-8-0, 7=1928/0-8-0 Max Horz 2=11 O(LC 16) Max Uplift 2=-626(LC 8), 7=626(LC 9) CSI. DEFL. in (loc) Udell Ud PLATES GRIP TC 0.69 Vert(LL) -0.19 11 >999 240 MT20 244/190 BC 0.75 Vert(CT) -0.36 11-12 >999 180 WB 0.33 Horz(CT) 0.15 7 n/a n/a Matrix-SH Weight: 1-67 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-8-10 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3553/1852, 3-4=-2962/1638, 4-5=2709/1540, 5-6=2962/1638, 6-7=3553/1852 BOTCHORD 2-13=1533/3148, 12-13=-1533/314B, 11-12=119012652, VY-11=1223/2652, 9-10=1566/3148, 7-9=1566/3148 WEBS 3-12=-552/377, 4-12=1411365, 5-10=141/365, 6-10=552/377 NOTES - I) -Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2)-1-11-5 to 1-3-1; Interior(1) 1-3-1 to 11-0-0, Extedor(2) 11-0=0 to 15-6=3, Interior(1) 15-6-5 to 21-0-0, Exterior(2) 21-0-0 to 25-6-5, Interior(1) 25-6-5 to 33-11-5 zone; cantilever left and righLexposed ; end vertical -left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)-Provide adequate drainage to prevent water 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 0=1b) 2=626, 7=626. ,,��IIi111flIlI�I _ I Z No 661:8� 4ko. .0OF _ "� • ' 1C/ November 27,2019 A-1-G - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. 10/03/2015 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 pp� building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IY1iTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DS"9 and SCSI Building Component 69D4 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply NIA T18773863 MELTON H3 Hip 2 1 Job Reference o tional First source, riant city, FL - 32bti8, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 27 12:43:23 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyFl oR-yiKHQBPi2kGm3hflaEJrXli5twggNscDfZDvByF_Oo -2-0.0 B-3-14 8- 10 130.0 19-0-0 23-6-6 2 2 32-0-0 MO 2-0.0 8-3-14 0-v z 4-6-6 6-0-o a-6.6 a1- z e-3-14 z-ao 5.00 12 5x6 = 3x4 5x6 = 17 18 6 3x4 Scale = 1:60.2 ST1.5xB STP = _ ST1.5x8 STP = 3x6 _ 2x4 II 3x4 = 4x6 3x8 = 2xa II 3x6 = -LOADING, (psf) SPACING- 2-0-0 TCLL 3 1.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.2-Excepr 5-6: 2x4 SP No.t, 1-4,7-10: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1928/0-8-0, 9=1928/0-8-0 Max Horz 2=-128(LC 17) Max Uplift 2=607(LC 12), 9--607(L-C 13) CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.75 Vert(LL) -0.19 12-14 >999 240 MT20 244/190 BC 0.97 Vert(CT) -0.38 12-14 >979 180 WB 0.49 HOrz(CT) 0.15 9 n/a n/a Matrix-SH Weight: 157 Ib FT = 20% BRACING- TOPCHORD Structural wood sheathing directly applied or 2-6-7 oc purtins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-12 FORCES. (lb) -Max. Comp./Max. Ten. --All fonxs 250 (1b) odess except when shown. TOP CHORD 2-3=-3417/1'752, 3-5=-2684/1523, 5-6=2368/1464, 6-8=2685/1524, 8-9=3416/1752 BOT CHORD 2=15=1415/3001, 14-15=1415/3001, 12-14=1000/2367, 11-12=144513000, 9-11=1445/3000- WEBS 8-12=791/514, 8-11=01279, 3-14=792/515, 3-15=0/280, 5-14=276/575, 6-12=251/571 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp-C; End, GCpi=0.18; MWFRS (envelopejand C-C-Extedor(2)-1-11-5to 1-3-1, Interior(1) 1-3-1 to 13-0-0, Exterior(2) 13-0-Oto 17-6-5, Interior(1) 17-6-5 to 19-0-0; Exterior(2) 19-0-0 to 23-8-2, Interior(1) 23-B-2 to 33-11-5zone; -cantilever left -and right exposed ; end vertical left and right exposed;C C for members -and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1-60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 1 D.0 pail bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas wherea rectangle 3-6-11 tall -by 2-D-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 Ot=lb) 2=607, 9=607. }�'1{filllf,r ,� No 681.82 OF 300aFL 33610 November 27,2019 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 1010312015 BEFORE USE. ` Design valid for use only with WOO 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 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 fabricagon, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Crfferla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafeW intiarmation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply N/A T18773864 MELTON H4 Hip 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 Mi rek Industries, Inc. Wed Nov 2712:43:25 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyFloR-u5S1rtRyaLE_?Nrlt?Gnwyg3pgdpBJovhz2K OyF_Om 2-0-0 B314 10 15-0-0 17-0-0 23-0-0 2 -2 32-0-0 34-0-0 2-0-0 B314 0.1- 2 6 6 6 2-0-0 6" 0-1- 2 B 3 14 5.00 12 5x6 = Sx6 = Scale = 1:59.8 — 3x6 — 2x4 II 3x4 =3x6 =3x4 = 2x4 II 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-6: 2x6 SP No.2, 1-4,7-10: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1928/0-8-0, 9=192B/0-8-0 Max Horz 2=144(LC 12) Max Uplift 2=-627(LC 12), 9=627(LC 13) CSI. DEFL. in (loc) Udell! Ud PLATES GRIP TC 0.67 Vert(LL) -0.26 14-15 >999 240 MT20 244/190 BC 0.94 Vert(CT)-0.4314-15 >674 180 WB 0.34 Horz(CT) 0.15 9 n/a n/a Matrix-SH Weight: 155 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 210-2 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-12, 3-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3444/1680, 3-5=2463/1341, 5-6=2140/1301, 6-8=2463/1341, 8-9=3444/1679 BOTCHORD 2-15=1351/3031, 14-15=1351/3031,-12-14=-822/2140, 11-12=-1384/3031, 9-11 =1 384/3031 WEBS B-12=1083/632, 8-11=01327, 3-14=1083/632, 3-15=0/327, 5-14=263/547, 6-12=263/547 NOTES- 1)-Unbalanced roof live loads have been considered for this design. 2). Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-11-5 to 1-3-1, Interior(1) 1-3-1 to 15-0-0, Exterior(2) 15-0-0 to 21-6-5, -Interior(1) 21-6-5 to 33-11-5-zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces _& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water 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 at=lb) 2=627. 9=627. PI�UIN � ilFy�j♦,. No 681;82 November 27,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 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 WOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSNrPH Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type Qty Ply N/A TTruss T18773865 MELTON Hip 1 1 Job Reference (optional) crs rnsi ouuiw, Riau[ Chy, FL - 32566, 5.240 s Jul 14 2019 MiTsk Industries, Inc. Wed Nov 27 12:43:26 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyF1 oR-MHOP3CRaLfMrdWPEQinOTANCF4y?tgi2vdotWSyF_01 -2-0-0 7-0-0 9-D-0 16-0-0 18-0-0 2-0-0 7-0-D 2-0-0 7-0-0 2-0-0 5x6 = 5xB = Scale = 1:32.6 I$. 7-0-0 9-0-0 16.0-0 7-0-0 2-0-0 7-0-0 Plate Offsets (X,Y)— [2:0-3-0,0-1-B),[5:0-3-0 0-1-B) LOADING (psf) SPACING- 2-0-0- CSI. DEFL. in floc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC .0.82 Vert(LL) 0.35 5-7 >546 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.94 Vert(CT) 0.32 5-7 >593 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.03 5 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight: 65 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.t 'Except* TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc puriins. 3-4: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1052/0-3-0, 5=1052/D-3-0 Max Horz 2=76(LC 12) Max Uplift-2=654(LC 8), 5=651(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1416/2051, 3-4=1183/1951, 4-5=1416/2051 BOT CHORD 2-B=1699/1189, 7-B=-1674/11B3; 5-7=1695/1189 WEBS 3-B=504/193, 4-7=505/193 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu@=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18;,MWFRS (envelope) and C-C Ededor(2)-1-11-5 to 1-3-1, Interior(1) 1-3-1 to 7-0-0, Exterior(2) 7-0Ato 13-6-5, Interior(1)- 13-6-5 to 17-11-5 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DQLe1.60 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 rd 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 atjoint(s) except at=lb) 2=651, 5=651. ``�1�1111I11II G t NENS %- pP <<c:;•,� v. V- November 27,2019 ®WARNING - Verify, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 116II.7473 rev. 1010312015 BEFORE USE. " Design valid for use only with Mi rek& connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall _ building design. Bracing Indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIlTRII Oualfty Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply NIA T18773866 MELTON HA Diagonal Hip Girder 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, t1.24u s JUI 14 2ul u MI I eK Industries, Inc. WeG NOV Z/ 1Z:4:1:Z0, zui y rage i ID:ybupxlPd47?xHxDhQOQZvnyF1 oR-MHOP3CRaLfMrdWPEQinOTAN9v42rtrG2vdotWSyF_01 -2-9-15 3-0-0 7-0-2 2-9-15 3-0-0 4-0-2 Scale=1:18.3 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.97 Vert(LL) 0.16 2-4 >518 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.57 Vert(CT) -0.20 2-4 >409 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 Tie n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=226/Mechanical, 2=552/0-3-14, 4=57/Mechanical Max Horz 2=181(LC 4) Max Uplift 3=143(LC 8), 2=-427(LC 4). 4=100(LC 5) Max Grav 3=226(LC 1), 2=622(LC 35), 4=11O(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 4-6-8 oc pudios. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu@=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed-, porch left exposed; Lumber DOL=1.60 plate -grip DOL=1.60 —23-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 (jt=lb) 3=143,2=427. 6) Hanger(s).or other -connection device(s) shall be provided sufficient to support concentrated load(s) 202 Ito down and-265 lb up at 1-4-15, 202 lb down and-265 lb up at 1-4-15, and 43 Ih down and 38 lb up at 4-2-15, and 43 Ito down and 38 lb up at 4-2-15 on top chord, and 2 Ito down and 18-lb up at 1 4z115,2 lb down and 18 lb up at 1-4-15, and 20 lb down and 54 lb up at 4-2-15, and 20 lb -down and 54 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads -applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads-(plf) Vert: 1-3=90, 2-4=20 Concentrated Loads (lb) Vert: 5=177(F=88, B=88) No 6818 12 ;Q F' November 27,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 1010312015 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 A 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 ANSI/TP11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Salietylnformation available from Truss Plate Institute, 218 N. Lee Street, Sufte 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply N/A T18773867 MELTON HJ2 Diagonal Hip Girder 3 1 Job Reference (optional) tsunaers t•Irs1 bource, mant Lary, I•L - 32btiti, 8,240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 27 12:43:27 2019 Page 1 ID:ybupxlPd47?xHxDhQDQZvnyFloR-gUZnGYSD6zUhFg_Q_QJFONvNgUNScFxCBHXQ3vyF_Ok -2-9-15 4-3-0 9-1D-1 2-9 15 4-3-0 5-7-1 Scale: 12"=l' ST1.5x8 STP = Plate Offsets (X,Y)- [2:0-3-12,0-1-8) LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdef1 Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.78 Vert(LL) 0.25 6-7 >455 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.61 Vert(CT) -0.37 6-T >305 180 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 9-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size)- 4=264/Mechanical, 2=71610-8-0, 5=257/Mechanical Max Horz 2=227(LC 22) Max Uplift 4=175(LC 4), 2=-455(LC 4), 5=122(LC 8) Max Grav 4=264(LC 1), 2=771(LC 35), 5=257(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=10181542 BOT CHORD 2-7=629/856, 6-7=629/856 WEBS-3-7=194/363, 3-6=932/685 NOTES- 1) Wind: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS-(envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other -live loads. 3) ' This -Muss 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 uI N will fd between the bottom chord -and any other members. 4) Refer to girder(s) for truss -to truss connections. ��' . • �j `�'• 5 Provide mechanical connection b others of truss to bearing late capable of withstanding 100 lb uplift at'oint s except (Y ) 9 P P 9 P 1 O Pt Gt=1b) �i 4=175,2=455,5=122. i N. o 68182 6) Hanger(s)-or other connection device(s) shall be provided sufficient to support concentrated load(s) 205 lb down and 265 lb up at 1-4-15, 2051b down and 265 lb up at 1-4-15, 43 lb down and 38 lb up at 4-2-15, 43 lb down 38 lb 4-2-15, 89 lb down *i:'• and up at and and 110 Ib up at 7-0-14, and 89 lbdown and 110 Ib up at 7-0-14 on top chord, and 1 lbdown and 18 Ib up at 1-4-15, 1 lb down and 18 lb up at 1-4-15, 20 lb down and 54 lb up at 4-2-15, 20 lb down and 54 lb up at 4-2-15, and 38 lb down at 7-D-14, and 38 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard P ljl �j m 9 1) + Lumber Increase=1.33, Increase=1.33 UDead Plate ls;IlON A` n'IformRoadsi(Pl�balanced): Vert: 1-4=90, 2-5=20 Concentrated Loads (lb) J6apin.WelzPE.N6:68182.-. Vert: 6=-36(F=18, B-18) 8=177(F=88, B=88) 9=-58(F=29, B=29) IVIRk WAdom FL:Cerl'6634' November 27,2019 ®WARNING . Verity design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 111IF7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - �f Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 'y,�TeK° fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 31Z Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply N/A T18773868 MELTON HJ3 Diagonal Hip Girder 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32556, 6.Z4U S JUI 14 ZU1 V MI I eK InauSVles, Inc. vve0 NOV ZI 1443:20 ZU1 B Yage 1 ID:ybupxlPd47?xHxDhQDQZvnyFloR-Ig7AUuTrtGcYsgZcY7gUYbSWIulsLigLNxH_bLyF_Oj -2-9-15 2-M 4-2-3 2-9-15 2-0.0 2-23 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) Vdefl Lid TCLL 30.0 Plate Grip DOL 1.33 TC 0.93 Vert(LL) -0.04 6-7 >999 240 TCDL 15.0 Lumber DOL 1.33 BC 0.47 Vert(CT) -0.04 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix P Scale = 1:13.7 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=116/Mechanical, 2=460/0-3-8, 5=52/Mechanical Max Horz_ 2=134(LC 4) Max Uplift 4=70(LC 4), 2=319(LC 4), 5=165(LC 19) Max Grav 4=117(LC 19), 2=502(LC 35), 5=192(LC 22) FORCES. -(Ib) -Max. Comp./Max. Tenn- All forces 250 (lb) or less except when shown. TAP CHORD- 2-3=67715BB BOT CHORD 2-7=597/608, 6-7=5971&O8 WEBS 3=6=718/706 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL�4.2psf, BCDL=3.0psf; tr-15ftrCat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL _U0 2) This truss has been designed for a 10.0 psf bottom -chord We 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 atjoiot(s) 4 except at=lb) 2=319,5=165. 6) Hanger(s) or other connection-device(s) shall be provided sufficient to support concentrated load(s) 202 lb down and 265 lb up at 1-4-15, and 202 lb down and 265 lb up at 1-4-15 on top chord, -and 2 lb down and 18 lb -up at 1-4-15, and 2 lb down and 18 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility -of -others. 7) In -the LOAD CASE(S). section, loads applied to the face of the truss are noted -as -front (F) or back (B).- LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber-Increase=1.33, Plate Increase=1.33 .Uniform Loads (pif) Vert: 1-4-90, 2-5=20 Concentrated Loads (lb) Vert: 8=177(F=88, B=88) Ills 1,1114 &IN VFW '.. No 681'62" JoaquU,Ve1ez PE No:68182 MRI USA, Inc;: FL:Geti 66A 6904 Parke East Blvd ,Tampa,FL 33610 Date: November 27,2019 AWARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 10/03/2015 BEFORE USE. " Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not 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 end permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the WOW IYI(IQik• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Nexandda, VA22314. Tampa, FL 36610 Job Truss Type Qty Ply NIAT18773669 T MELTON Diagonal Hip Girder 2 1 Job Reference (optional) _.,. ,.r, F- 4—U. ts.24U S Jul 14 zul y MI I eK maustrles, Inc. Wed Nov 27 12:43:29 2019 Pagel ID:ybupxlPd47?xHxDh000ZvnyF1 oR-mshYhEUTdakPU_8p6gLj5o?pwH6y4A2VbbOX7nyF_Oi -2-9-15 4-3-D B-5-1 2-9-15 4-3-0 4-2-1 Scale = 1:21.4 V d N ST1.5x8 STP = 4-3-0 1-U-0 3-2-1 Plate Offsets (X,Y)- [2:0-3-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.41 Vert(LL) 0.18 6 >546 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.41 Vert(CT) -0.23 5-6 >422 180 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-SH Weight: 33 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=256/Mechanical, 2=641/0-8-0, 5=198/Mechanical- Max Harz 2=204(LC 4) Max Uplift 4=187(LC 8), 2=420(LC 4), 5=95(LC 8) Max Grav 4=256(LC 1), 2=704(LC 35), 5=211(LC 3) -FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-646/304 BOT CHORD 2-7=355/490, 6-7=355/490 WEBS 3-7=-417/640, 3-6=801/580 NOTES- 1) Wind: ASCE 7-10; VuK=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left -and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a_10.0 psf bottom chord live load nonconcurrent with any -other live -loads. 3) ' This truss has been -designed for a live load of 20.Opsf on the -bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between -the bottom chord and any other members: 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4--187, 2=420. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 205 lb down and 265 lb up at 1-4-15, 205 lb -clown and 2651b-up at 1-4-15, 43 lb down and 38 lb -up at 4-2-15, 43 lb down and 38 lb up at 4-2-15, and 88 lb down and 111 lb up at 7-0-t4-and 88 lb down and 111 lb up at 7-0-14 on top chord, and 1 lb down and 18 lb up at 1-4-15, 1 lb down and 18 lb up at 1-4-15, 20 lb down and 54 lb up at 4-2-15, 20 lb down and 54 lb up at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0a4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S)- Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=90, 2-5=20 -- Concentrated Loads (lb) Vert: 8=177(F=88, B=88) 9=70(F=-35, B=-35) 11=-38(F=-19, B=-19) November 27,2019 ®WARNING - Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 1010312015 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 Itll�qq T � lek° 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 ANSVTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply N/A T18773870 MELTON V1 GABLE 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MTek Industries, Inc. Wed Nov 27 12:43:30 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyFloR-F3FwuaU50usG68j?fYsydOXvOhNcpeYegFm4fEyF_Oh 6-10-8 13-9-0 6-10-8 6-10-8 9. d 3x6 i 4Xe 11 5X6 = 3X6 Scale = 1:22.0 13-9-0 Plate Offsets (X,Y)— [4:0-3-0,0-3-0) LOADING (psf) SPACING- 2-0-D CS1. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip-DOL 1.33 TC 0.64 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.71 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 3 n/a file BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight. 43 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. (lb/size) 1=295/13-9-0, 3=295/13-9-0, 4=757/13-9-0 Max Horz 1=52(1_10 13) Max Uplift 1=115(L-C 12), 3=124(1_13 13); 4=202(LC 12) Max Grav 1=304(LC 23), 3=304(LC 24), 4=757(LC 1) FORCES. (lb) -Max. Comp./Max. Ten.--- All forces-250-(!b) or less except when -shown: WEBS 2-4=-526/372 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second-gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat-11, Exp C; Encl., GCpi=0:18; MWFRS (envelope) and C-C Exterior(2) 0-9-1 to 3-11-7, Interior(1) 3-11-7 to 6-10-8, Exterior(2) 6-10-8 to 10-D-14, Interior(1) 10-0-14 to 12-11-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber-DOL=1.60 plate grip-DOL=1.60 3) Gable requires continuous bottom chord bearing.�X�� 4) This truss has been -designed for a 10.0 psf bottom chord live load nonconcarrent-with any other live loads. %*`�yQv� N yF Ire 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 ,� �P `• ��,. , � will fit between the bottom chord and any other members. ,�� , • • E jV. S' V,. �y . 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb upliftatjoint(s) except (jt=lb) 1=115, 3=124, 4=202. No 681.,62 ,.OF' .;Tamp44 336'10 November 27,2019 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1I1-7473 rev. 1 a/03/2015 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 Y A iTek• 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 ANSUrPH Quality Criteria, DSB-89 and BCS/ Building Component 69D4 Parke East Blvd. SaIetylMormation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Type Qty Ply NIA MELTON 7V2 Valley 1 1 T18773871 R..e,lor� Ciro. Q.g' a of . r: Job Reference (optional) 1 d 6.24U s Jui 14 2D19 MTek Industries, Inc. Wed Nov 27 12:43:31 2019 Pagel ID:ybupxlPd477xHxDhQOQZvnyF1 oR-jFpl6wVj9B_7jIIBDFNBAD4Ac5pNY55o3vVeCgyF_Og 4-10-8 9-9-0 4-10-8 410-8 4x6 = 4 3x4 � 2A II 3x4 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017lrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 Scale = 1:17.6 i. CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TC 0.27 Vert(LL) Na n/a 999 MT20 244/190 BC 0.35 Vert(CT) nla n/a 999 WB 0.09 Horz(CT) 0.00 3 n/a file Matrix-SH Weight; 30 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 1=19B/9-7-13, 3=198/9-7-13, 4=510/9-7-13 Max Horz 1=35(1_C 17) Max Uplift 1=77(LC 12), 3=84(LC 13). 4=-136(LC 12) Max Grav 1=205(LC 23), 3=205(LC 24), 4=510(LC 1) FORCES. _(Ib) - Max. Comp./Max. Ten. - All -forces 250 (Ib) or less except when shown. WEBS 2-4=354/306 NOTES- 1) Unbalanced roof live -loads have been considered for this design. 2) Wind: ASCE 7-10; Vu@=170mph (3-second-gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C ExteriorV -V 9-1 to 3-11-7,-Inter ar(1) 3-11-7 to 4-10-8, Exterior(2) 4-10-8 to 8-0-14, Interior(1) 8-0-14 to 8-11-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces _8, MWERS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord beating 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 tally 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 atjoint(s) 1, 3 except Gt=lb) 4=136. ,���PQUIIy� No 68162 *. -A— I'Pa fke Fast Bivd.;Tarnpa rZ 336.10 November 27,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED ATEK REFERENCE PAGE 11,711.7473 rev. 1010312015 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 for MITek• always required 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 Duality Criteria, DSB-89 and BCSI Building Component Salary Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 691M ParkeEast t Blvd. 3e Tampa, Job Truss Truss Type Qty Ply NIA T18773872 MELTON V3 Valley 1 1 Job Reference o tional Builders First Source, Plant City, FL - 32566, 2-10.8 2x4 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 27 12:43:32 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyFloR-BRNgJGWLwV7_LRtNnzuQjRdNxV6xHZmxlZFBk6yF_Df 3x6 = 2x4 Scale = 1:10.6 _9 d 0 00201 5-9-0 0 0 5-8-6 Plate Offsets (X,Y)— [2:0-3-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.17 Vert(LL) n/a n/a 999 MT20 244/19D TCDL 15.0 Lumber DOL 1.33- BC 0.40 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 BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No-2 TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=233/5-7-13, 3=233/5-7-13 Max Horz 1=18(LC 13) Max Uplift 1=75(LC 12). 3=75(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250-(Ib) or less except when shown. TOP CHORD 1-2=-275/304, 2-3=275/304 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuk=170mph (3-second gust) Vasd=132mph; TCDL=4.2psUCDL=3.Opsf;-h=15ft; Cat, II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right -exposed ; end vertical left and right exposed C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. Np 681B.2 �. November 27,2019 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 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 p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IyliTPik• 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 ANSLITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply NIA T18773873 MELTON V4 Valley 1 1 Job Reference (optional) tsuuoers rlrst source, rianc Lary, rL-.5Z000, O.z"u s Jul 14 ZU19 MI i eK industries, Inc. Wed NOV Z/ IZ:43:3Z zul9 rage 1 ID:ybupxlPd47?xHxDhQOQZvnyFloR-BRNgJGWLwV7_LRtNn7uQjRdHZV9mHZmxlZFBk6yF_Df Scale = 1:14.0 3 2x4 - 2x4 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.51 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 1Z.0 Lumber DOL 1.33 BC 0.34 Vert(CT) n/a n/a 999 BCLL D_.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a rile BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 16 lb FT = 20% LUMBER- BRACtNG- TOP CHORD 2x4 SP No2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=226/4-11-6, 3=226/4-11-6 Max Horz 1=113(LC 11) Max Uplift 1-75(LC 12), 3=94(LC 12) FORCES: #b)-- Max. Comp./Max. Ten. -All forces 250 (lb) or less exceptwhen shown. TOP CHORD 2-3=-188/292 Structural wood sheathing directly applied or 5-0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second-gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C Enci., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-9-1 to-3-11-7, Interior(1) 3-11-7 to 4-10=4 zone; cantilever left and right exposed ; end vertical left and right exposedlC-C for members and forces & MWFRS for reactions -shown; Lumber DOL=1.60-p1ate- grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for-a_1.0.0 psf bottom chord live -load nonconcurrent with any other live loads. 4) • This truss has been designed for a live -load of 20.Oosf on the bottom chord -Iry all -areas where a restarigle 3-6-0 tall by 2=0=0 wide will-Yd 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.. November 27,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with M7ek6connectors. This design is based only upon parameters shown, and Is for an individual building component, not. a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrosses and truss systems, see ANSM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply N/A T18773874 MELTON V5 Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 27 12:43:33 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyFloR-fex3XcXzhpFrzbSaLgQfFe9R_vVgO?j4WD_IGYyF_Oe 4-6-4 9-0-8 r 4-6-4 - -- 4-64 i Scale: 12"=l' 445 = N t: 3x6 I I 5x8 8 3x6 11 9-0-8 9-D-8 Plate Offsets (X,Y)— [2:0-2-12,0-2-8] [4:D-2-12,0-2-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL-, in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.60 Vert(LL) -0.03 5 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.29 Vert(CT) -0:06 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 6 n/a nla- BCDL 10.0 Code FBC2017rrPI2014 Matrix-SH Weight: 55 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size). 8=455/9-0-8, 6=455/9-0-8, 7=44119-0-8 Max Horz 8=83(LC 11) Max Uplift 8=211(LC 8). 6=211(LC 9), 7=106(LC 13) Max Grav 8=461(LC 23),.6=461(LC 24), 7=441(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. —All forces 250 (lb) or less except when shown. TOP CHORD 2=B=-425/51a, 4-6=-425/523 WEBS 3-7=339/231 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2)-1-11-5 to 1-3-1, Interior(1) 1-3-1 to 4-7-0, Exterior(2) 4-7-0 to 7-9-6, Interior(1) 7-9-6 to 11-1-5 zone; cantilever left and right _exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) except Qt=lb) 8=211, 6=211, 7=106. ,1`���li i U Ill�ll�I 8.OPpUIN I, J Gents c� No 6-81.82 r November 27,2019 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10103/2015 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 WOWis 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 Duality Criteria, DS889 and BCS/ Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suhe 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply NIA T18773875 MELTON V6 Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MTek Industries, Inc. Wed Nov 27 12:43:34 2019 Page 1 ID:ybupxlPd47?xHxDh000ZvnyF1 oR-7gURkxYcSSNiall muOxuosigilrilTKEltklo?yF_Od 4-64 9-0-8 4.64 4-64 Scale = 1:18.3 4x6 = Cb d a- 5 4 3x8 I I 2x4 11 9-0-8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 123 TC 0.34 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 LumberDOL 1.33 BC 0.31 Vert(CT) n/a Na 999 BCLL 0.0 ' Rep Stress Incr YES WB- 0:06 Horz(CT) 0:00 4 n/a n/a BCDL 10.0 Code FBC2017rrPI2014- Matrix-R Weight: 32 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. (lb/size) 6=294/9-0-8, 4=294/9-0-8, 5=375/9-0-8 Max Horz 6=35(1_C B) Max Uplift 6=125(LC 12), 4=126(LC 13), 5=56(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=25BI307, 1-2=244/274, 2-3=-244/269; 3-4=25B/304- WEBS 2-5=272/198 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this -design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4,.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-2-8 to 3-4-14, Interior(1) 3-4-14 to 4-7-0, Exterior(2) 4-7-0 to 7-9-6, Interior(1) 7-9-6 to B-11-8 zone; cantilever left and right exposed ; end vertical left and right exposeri;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 psfbottom. 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-24-0 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) 5 except (jt=1b) 6=125, 4=126. i ive, •687,82 S fJ F IU': 000;FL 33610 November 27,2019 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP1473 rev. 1010312015 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 /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek• 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 ANSITP11 quality Criteria, DS649 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply N/A T18773876 MELTON V7 Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Nov 27 12:43:35 2019 Page 1 ID:ybupxlPd47?xHxDh000ZvnyF1oR-b02pyHYEDQVZCvbyS5S7K3FMBCUuBN_XTrLRyF_Oc 4-5-8 B-11-0 4-5-8 4-5-8 3x4 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 4x6 = 2x4 11 3x4 Scale = 1:16.2 .g d CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.21 Vert(LL) n/a n/a 999 W20 244/190 BC 0.29 Vert(CT) n/a n/a 999 WB 0.09 Horz(CT) 0.00 3 n/a n/a Matrix-SH Weight: 27 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. REACTIONS. (lb/size) 1=178/8-9-13, 3=178/8-9-13, 4=458/8-9-13 Max Horz 1=32(LC 13) Max Uplift 1=-70(LC 12), 3=75(1_C 13), 4=-122(LC 12) Max Grav 1=184(LC 23); 3=184(LC 24), 4=458(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-318/293 -NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=O--9; MWFRS (envelope) and-C-C Exterior(2) 0-9-1 to 3-11-7, Interior(1) 3-11-7 to 4 5-8, Extedor(2) 4-5-8 to 7-7-14, Interior(1) 7-7-14 to 8-1-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60-plate-grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss -has been designed for a live load of 20:Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit -between the -bottom chord and any other -members. 6) Provide mechanical connection (by -others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 4-122.- ����,1ii11/(IJ�I IN 661-:82 7C • � i IA�rr r erti6634 Tampat133610' November 27,2019 ® WARNING - verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building componem, 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 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 ANS11TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Salerylnlormation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply N/A T18773877 MELTON V8 Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 M7iek Industries, Inc. Wed Nov 2712:43:35 2019 Page 1 ID:ybupxlPd47?xHxDhQOQZvnyF1oR-bO2pyHYEDQVZCvbyS5S7K3FvOiCuUvVN_XTrLRyF_Oc 2-5-8 4-11-0 2-5-8 -- 2-5-8 5 nn Fig 2x4 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 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 REACTIONS. (lb/size) 1=187/4-9-13, 3=1B7/4-9-13 Max Horz 1=15(LC 16) Max Uplift 1=60(LC 12), 3=60(LC 13) 3x6 = 2x4 Scale = 1:9.1 -CM; DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190 BC 0.25- Vert(CT) n/a n/a- 999 WB 0.00 Horz(CT) 0:00 3 n/a n/a Matrix-P Weight: 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. - All fames 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)-Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph;7CDL=4.2psf; BCDL=Z.Dpsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end -vertical -left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. ,,,��1{IIIIIIII��,I �plG N ,�' o c10. -'• No 68t,B2 r. OF'l- r - , ON AlLt Joaquin Ve1ei'1pE ND 68'. _ MiTek.0 A,:lpc FL CeR fi69 ;69tf4 Parke East:Blvd,Tampa Fi 33610: Dates November 27,2019 -®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MX7473 rev. 10103*015 BEFORE USE. ' Design valid for use only with M7ek8 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 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 ANSLITP/1 Quality Cdterla, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-711.. 1e. - -I- 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 20120 software or upon request. PLATE SIZE The first dimension isjthe 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: ANSUTPII: 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. 6-4-8 dimensions shown in ft-insixteenths (Drawings not to scale) 2 3 TOP CHORDS 0 of O U a. O 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 [CC -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 MiTek Engineering Reference Sheet: MII-747$ rev. 10/03/2015 .et . • Safety Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Prodide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear lightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSlrrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design 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, egdal to or better than that specified. 13. TOO chords mu4t be sheathed or pudins provided at spacino indicated on deAign. 14. Bottom chord$$' require lateral bracing at 10 ft. spacing, or less, if no c0ing 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 abproVal of 4 engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green of 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 Ind pictures) before use. Reviewing pictures alone Is i not sufficient. 20. Design assumes manufacture in Accordance with ANSI/TPI 1 Quality Criteria.