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HomeMy WebLinkAboutTrussgab 6 - 09-75 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: MYERS_RES - Jessica Myers—MYERS RES, MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: JESSICA MYERS Project Name: - Model: MYERS RESIDENCE Tampa, FL 33610-4115 Lot/Block: - Subdivision: - Address: 2115 KEEN RD, - City: FORT PIERCE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.5 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 76 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# 1 T26947481 Al F 2/25/22 23 T26947503 2 T26947482 AF 2/25/22 24 T26947504 3 T26947483 AH717 2/25/22 25 T26947505 4 T26947484 AH9F 2/25/22 26 T26947506 5 T26947485 AH 11 F 2/25/22 27 T26947507 6 T26947486 AH13F 2/25/22 28 T26947508 7 T26947487 BF 2/25/22 29 T26947509 8 T26947488 BH7F 2/25/22 30 T26947510 9 T26947489 CH7F 2/25/22 31 T26947511 10 T26947490 CH9F 2/25/22 32 T26947512 11 T26947491 CH11F 2/25/22 33 T26947513 12 T26947492 CA 2/25/22 34 T26947514 13 T26947493 CA F 2/25/22 35 T26947515 14 T26947494 CJ3 2/25/22 36 T26947516 15 T26947495 CJ3F 2/25/22 37 T26947517 16 T26947496 CJ5 2/25/22 38 T26947518 17 T26947497 CJ5F 2/25/22 39 T26947519 18 T26947498 DGRF 2/25/22 40 T26947520 19 T26947499 EJ5 2/25/22 41 T26947521 20 T26947500 EJ7 2/25/22 42 T26947522 21 T26947501 EJ7F 2/25/22 43 T26947523 22 T26947502 EJ7K 2/25122 44 T26947524 Truss Name Date EJL EJ M FG R FGR1 FG R4 FT FT1 FT1A FT3 FT4 FT5 FT6 FTGR FTGR1 GlF G2F G3F G4F G5F G6F GF The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANS11TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design perANSI/TPI 1, Chapter 2. 2/25/22 2/25/22 2/25/22 2/25/22 2/25/22 2/25/22 2/25/22 2/25/22 2/25/22 2/25/22 2/25/22 2/25/22 2/25/22 2/25/22 2125/22 2/25/22 2/25/22 2/25/22 2/25/22 2/25/22 2/25/22 2/25/22 Fir- ENED MAR 0 1 Z0ZZ St, permliAng jau E , VF�F�''. .% .��G NSF. Ad 68182 �-0: : 3 :. STATE OF00 OR %10 ON A� %%%, 1111 Joaquin Velez PE No.68182 MR USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 Velez, Joaquin 1 of 2 MiTek' RE: MYERS_RES - Jessica Myers—MYERS RES MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: JESSICA MYERS Project Name: - Model: MYERS RESIDENCE Lot/Block: - Subdivision: - Address: 2115 KEEN RD, - City: FORT PIERCE No. Seal# Truss Name Date 45 T26947525 GH7F 2/25/22 46 T26947526 GH9F 2/25/22 47 T26947527 GHF 2/25/22 48 T26947528 HJ5 2/25/22 49 T26947529 HJ7 2/25/22 50 T26947530 HJ7FF 2/25/22 51 T26947531 HJGF 2/25/22 52 T26947532 HJL 2/25/22 53 T26947533 HJM 2/25/22 54 T26947534 JH7 2/25/22 55 T26947535 JH9 2/25/22 56 T26947536 JH11 2/25/22 57 T26947537 JH13 2/25/22 58 T26947538 K 2/25/22 59 T26947539 K1 2/25/22 50 T26947540 K2 2/25/22 51 T26947541 K3 2/25/22 52 T26947542 K4 2/25/22 53 T26947543 KH 2/25/22 54 T26947544 KH7 2/25/22 55 T26947545 KH9 2/25/22 56 T26947546 KH11 2/25/22 57 T26947547 KH13 2/25/22 58 T26947548 KH15 2/25/22 59 T26947549 LGR 2/25/22 70 T26947550 MGR 2/25/22 71 T26947551 MGR1 2/25/22 72 T26947552 MTF 2/25/22 73 T26947553 N 2/25/22 74 T26947554 N 1 2/25/22 75 T26947555 NH5 2/25/22 76 T26947556 VT 2/25/22 State: FL 2 of 2 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947481 MYERS_RES A1F Common 2 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:20:37 2022 Page 1 I D: Hp5o_2 WIvN?XVjsK9jcgOdyU RVz-uRH6dnBYsOil G7PMGvXcTRbcAm R6Qc8W ViE413zhzQu 2-4-0 7-10-0 13-4-0 - 18-10-0 24-7-8 2-4-0 5-6-0 5-6-0 5-6-0 5-9-8 Scale = 1:40.6 4x6 = I 9 1.5x8 STP = 3X4 = 3x8 = 6x8 = 2-0-0 2r4-p 13-4-0 24-7-8 2-6-0 0-4- 11-0-0 11-3-8 Plate Offsets (X,Y)-- [1:0-2-14,0-0-21, [7:0-8-7,Edge1, [10:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.23 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.47 8-10 >575 180 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 119lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-10-10 oc bracing. 7-9: 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Right 2x8 SP 240OF 2.0E 3-0-14 REACTIONS. (size) 7=0-3-8, 10=0-8-0 Max Horz 10=108(LC 11) Max Uplift 7=-521(LC 12). 10=-754(LC 12) Max Gram 7=816(LC 1), 10=1007(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-516/0, 2-3=-373/24, 3-4=-1180/1009, 4-5=-1175/1017, 5-7=-1479/1306 BOT CHORD 1-10=01485, 8-10=-970/1244, 7-8=-1064/1304 WEBS 2-10=-240/425, 3-1 0=-1 25211570, 3-8=-254/318, 4-8=-221/475, 5-8=-315/436 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Pult=160mph (3-s (cond gust))Vasd=124mph; T(D j=4.2psf; BCDL=3.Opsf;(h) 25ft; B=45ft; L=30ft; eav(=� ; Cat. V<C�F,♦♦♦ II; Ex C; Encl., GC i=0.18; MWFRS directional and C-C Exterior 2E 0-0-0 to 3-0-0, Interior 1 3-0-0 to 13-4-0, Exterior 2R 13-4-0 ,,,,OPQvIN to 16-4-0, Interior(1) 16-4-0 to 24-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members , E IV S+� ♦�� and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 `,� •.��Ci :� 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific NO 68182 to the use of this truss component. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconculrent 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 521 lb uplift at joint 7 and 754 lb uplift at •� $ F joint 10. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any �0. •.O Q• ��` �,•' \ particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ♦ R \ �� nrl Joaquin Velez PE No:68182 Welk USA, Inc..FL Cert6634 69D4 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947482 MYERS_RES AF Common 3 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:20:38 2022 Page 1 ID:Hp5o_2WIvN?XVjsK9jcgOdyURVz-MegUg7CAr-JquuG Ygc2r7f7o6AnY94ofkMzdrWzhzQt I 2-4-0 7-10-0 13-4-0 18-1%0 24-4-0 26-8-0 2-4-0 5-6-0 5-6-0 5-6-0 5-6-0 22 4x6 = Scale = 1:43.7 1.5x8 STP = 3x4 = US = 1.5x8 STP = 6x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-10: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 11=0-8-0 Max Horz 11=-108(LC 10) Max Uplift 8=-631(LC 12). 11=-742(LC 12) Max Grav 8=987(LC 1), 11=987(LC 1) 6x8 = CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TC 0.50 Vert(LL) -0.22 9-11 >999 240 MT20 244/190 BC 0.85 Vert(CT) -0.46 9-11 >580 180 WB 0.87 Horz(CT) 0.04 8 n/a n/a Matrix-SH Weight: 125 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purfins. BOT CHORD Rigid ceiling directly applied or 6-1-5 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-519/0, 2-3=-377/23, 3-4=-1128/923, 4-5=-1128/923, 5-6=-374/43, 6-7=-515/0 BOT CHORD 1-11=0/487, 9-11=-902/1205, 8-9=-895/1205, 7-8=0/484 WEBS 4-9=-177/458, 5-9=-260/341, 5-8=-1214/1500, 6-8=-240/419, 3-9=-260/340, 3-11=-1215/1502, 2-11=-238/421 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-4-0, Exterior(2R) 13-4-0 to 16-4-0, Interior(1) 16-4-0 to 26-8-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 631 lb uplift at joint 8 and 742 lb uplift at joint 11. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ,`�111111111///I ♦♦♦•� PQUI N V p- le %I ��� •• �'` F • No 68182 S OF :4/� i i���sslO N A� E �e♦`♦♦ 1111 Joaquin Velez PE No.68182 Ill USA, Inc.. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947483 MYERS_RES AH7F Hip Girder 1 1 Job Reference (optional) Builders FirslSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:20:42 2022 Page 1 ID:Hp5o_2WIvN?XVjsK9jcgOdyURVz-EP4?gVFhgYLKNuHJ3S7nAVIOwnCZ5wMFf xr_HzhzQp 2-4-0 7-0-0 13-4-0 19-8-0 24-4-0 26-6-0 4-8-0 } 6-4-0 6-4-0 + 4-8-0 1 2 Scale = 1:44.5 NAILED Special NAILED 5x8 = Special 4.00 12 NAILED NAILED 2x4 II NAILED NAILED 5x8 = 3 14 15 16 4 17 18 19 5 1.5x8 STP = 5x6 = NAILED 3x4 — 3x8 = NAILED NAILED 5x6 = 1.5x8 STP = 3x6 II Special NAILED NAILED Special 3x6 II ' NAILED "Special" indicates special hanger(s) or other connection device(s) required at location(s) shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. 2-0-0 2r4-p 7-0-0 13-4-0 19-8-0 24-4-0 24-80 26-8-0 2i0 4-8-0 6-4-0 ( 6-4-0 2-0-0 Plate Offsets (X,Y)—[1:0-2-14,0-0-21, [3:0-5-4,0-2-81, [5:0-5-4,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.89 Vert(LL) 0.23 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.24 10-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-SH Weight: 124 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 13=0-8-0, 8=0-8-0 Max Horz 13=57(LC 7) Max Uplift 13=1027(LC 8), 8=-951(LC 5) Max Grav 13=1255(LC 39). 8=1255(LC 38) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2022/1430, 3-4=-2715/2116, 4-5=-2715/2116, 5-6=2021/1461 BOT CHORD 10-12=-126011915, 9-1 0=-1 270/1885 WEBS 2-13=-1151/970, 2-12=-139411891, 3-12=-161/331, 3-10=-781/997, 4-10=-527/590, 5-10=-781/998, 5-9=-162/329, 6-9=-139111890, 6-8=-1150/914 Structural wood sheathing directly applied or 2-10-15 oc purlins. Rigid ceiling directly applied or 5-2-12 oc bracing. NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1027 Ito uplift at joint 13 and 951 lb uplift at joint 8. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"0.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 197 lb up at 7-0-0, and 84 Ito down and 197 Ito up at 19-8-0 on top chord, and 332 lb down and 130 lb up at 7-0-0, and 332 lb down and 130 lb up at 19-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 • `,`��II111111/j1�,, p,QU I N Vp, * �0 'GEIUS No 68182 � r � -10 S OF •�/� ;.;o o A'4. 0 N A� 111 Joaquin Velez PE No.68182 Mrfek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS11TPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947483 MYERS_RES AH7F Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8:530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:20:42 2022 Page 2 ID:Hp5o_2VvlvN?XVjsK9jcgOdyURVz-EP4?gVFhgYLKNuHJ3S7nAVIOwnCZ5wMFf xr HzhzQp LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 1-7=-20 Concentrated Loads (lb) Vert: 3=-32(F) 5=-32(F) 11=-6(F)12=14(F) 10=-12(F) 4=-64(F) 9=14(F) 14=-32(F) 15=-32(F) 18=-32(F)19=-32(F) 20=-6(F) 21=-6(F) 22=-6(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall T ° building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M� Iek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1e 1 1 n fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947464 MYERS_RES AH9F Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:20:44 2022 Page 1 ID:Hp5o_2W vN?XVjsK9jcgOdyURVz-BoGl5AGxC9b2cBRiBt9FFwNiLbuJZtIY61Qy29zhzQn 2-4-0 9-0-0 17-8-0 ' 24-4-0 26-B-0 2-4-0 1 6-8-0 8-8-0 6-8-0 0 412 = 4.00 12 14 15 16 5x8 = Scale = 1:44.5 1.5x8 STP = 4x6 = 3x4 = 5x8 = 1.5x8 STP = 3x6 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020rrP12014 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. (size) 11=0-8-0, 7=0-8-0 Max Horz 11=73(LC11) Max Uplift 11=-742(LC 12), 7=-631(LC 12) Max Grav 11=987(LC 1), 7=987(LC 1) 3x6 11 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.96 Vert(LL) -0.12 8-10 >999 240 MT20 244/190 BC 0.64 Vert(CT) -0.26 8-10 >999 180 WB 0.46 Horz(CT) 0.02 7 n/a n/a Matrix-SH Weight: 123 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-11-13 oc bracing: 8-10. WEBS 1 Row at midpt 2-10, 3-8, 5-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-361/40, 2-3=-1399/1175, 3-4=-1273/1190, 4-5=-1399/1170, 5-6=-361/67 BOT CHORD 1 -11 =-36/326, 10-11=-70/342, 8-10=-95911272, 7-8=-67/326, 6-7=-67/326 WEBS 2-11=-871/1083,2-10=-12613/1196,5-8=-127311198,5-7=-872/1085 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Extedor(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 17-8-0, Exterior(2R) 17-8-0 to 21-10-15, Interior(1) 21-10-15 to 26-8-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 742 lb uplift at joint 11 and 631 lb uplift at joint 7. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." i oQv P.. No 68182 � r �'. OF •:�v41 0 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 ANSItTPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947485 MYERS_RES AH11F Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 2-4-0 11-0-0 n nnFvT 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:20:39 2022 Page 1 ID: Hp5o_2WIvN?XVjsK9jcgOdyURVz-ggOs2TCpNdylWQZkOKZ4YsgufaBYueUozOjBNyzhzQs 15-8-0 24-4-0 26-8-0 5x6 = 5x6 = 3 14 15 16 174 Scale = 1:44.5 1.5x8 STP = 46 = 3X4 = 4x6 = 1.5x8 STP = 3x6 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020frP12014 LUMBER - TOP CHORD 2x4 SP No.1 `Except' 3-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0, 7=0-8-0 Max Horz 11=-90(LC 10) Max Uplift 11=-742(LC 12), 7=-631(LC 12) Max Grav 11=987(LC 1), 7=987(LC 1) 3x6 11 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.83 Vert(LL) -0.25 7-8 >999 240 MT20 244/190 BC 0.61 Vert(CT) -0.38 7-8 >701 180 WB 0.39 Horz(CT) 0.02 7 n/a nla Matrix-SH Weight: 119lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-1-15 oc bracing: 8-10. WEBS 1 Row at midpt 2-10, 5-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-452/138, 2-3=-1303/1126, 3-4=-1159/1150, 4-5=-1303/1127, 5-6=-456/249 BOT CHORD 1-11=-153/456, 10-11=-150/523, 8-10=-86411159, 7-8=-273/459, 6-7=-273/459 WEBS 2-11=-834/1169, 2-10=-970/859, 5-8=-971/859, 5-7=-834/1169 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25f; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-0, Extedor(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 15-8-0, Extedor(2R) 15-8-0 to 19-10-15, Interior(1) 19-10-15 to 26-8-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain.loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 742 lb uplift at joint 11 and 631 lb uplift at joint 7. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ,`,t11111111111"1 �QUIN VF .•P No 68182 :irX S OF 'Wo � •,�S'`S�0 N A� EC1`��� 1111 Joaquin Velez PE No.66182 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473, rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 ANSYTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947486 MYERS_RES AH13F Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 5 2021 MiTek Industries, Inc. Thu Feb 24 09:20:40 2022 Page 1 ID: Hp5o_2WIvN?XVjsK9jcgOdyURVz-IOyFFpDRBx4c7aBxy15J54D7i_T2d_uyBgSkvOzhzQr 13-8-0 2-4-0 7.8-0 13-0-0 13-4u 19-0-o 24-4-0_ 2-0-0 5-4-0 5-4-0 0 4 5-40 5-4-0 0-4-0 Scale = 1:44.5 4x6 = 1.5x8 STP = 3X4 = 3x8 = 1.5x8 STP = 6x8 = 6x8 = 2-0-0 2r4-0 13-4-0 24-4-0 24-Br0 26-8-0 21-0 0-4- 11-0-0 11-0-0 0-4- 2-0-0 Plate Offsets (X,Y)-- [1:0-2-14 0-0-21, [8:0-3-8 0-3-01, [11:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.22 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.45 9-11 >580 180 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH Weight: 125 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-15 oc puriins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 5-11-9 oc bracing. 7-10: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0, 8=0-8-0 Max Horz 11=-108(LC 10) Max Uplift 11=-742(LC 12), 8=-631(LC 12) Max Grav 11=987(LC 1), 8=987(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-532/0, 2-3=-395/12, 3-4=-1131/947, 4-5=-1131/947, 5-6=-392/27, 6-7=-528/0 BOT CHORD 1-11=0/502, 9-11=-947/1204, 8-9=-931/1205, 7-8=0/499 WEBS 2-11=-226/406, 3-11=-1231/1546, 3-9=-259/357, 5-9=-259/359, 5-8=-1230/1544, 6-8=-227/404, 4-9=-169/456 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) It0.18o QU I N V�� IExp CS En I ,1GCpi MWFRS (direct onal) and C-C Extenor(2E) 0-0-0 to3 0-0, Interior(1) 3-0-0 to 13f-4 0, Extedo (2R) 13-4-0 ,o% ♦, �j to 17-6-15, Interior(1) 17-6-15 to 26-8-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members .• ,,•�� G E N S�. ♦♦�' and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. No 68182 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 742 lb uplift at joint 11 and 631 lb uplift . S O �• at joint 8. 7) "This designed individual building ♦o A, manufactured product is as an component. The suitability and use of this component for any ;oN • � \��,� Q particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."40 •P ♦ids• •�R�• C? �` Joaquin Velez PE No.68182 Mrjek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 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 ANSbTPll Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947487 MYERS_RES BF Common 3 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.53U s Dec 5 2021 MiTek Industries, Inc. I hu heb 24 U5:2U:44 2U22 Page 1 I D: H p5o_2W IvN?XVj sK9j cgOdyURVz-BoC I5AGxC9b2cBRi Bt9FFwN gRb_fZuKY6IQy29zhzQ n 8-2-0 1 14-0-0 i 16-4-0 2-4-0 5-10-0 5-10-0 2-4-0 4x6 = 3x4 = 5x8 = 1.5x8 STP = 3x6 II 1.5x8 STP = 3x6 11 Scale = 1:26.5 2-0-0 z-0-0 8-2-0 14-D-0 tp-4-p 16-4-0 2-0-0 -0-0 5-10-0 5-1D-0 -4- 2-0-0 Plate Offsets (X,Y)— (1:0-2-14,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.02 7-9 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.04 7-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020rTPI2014 Matrix-SH Weight: 72lb 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 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 9=0-8-0 Max Horz 9=-67(LC 10) Max Uplift 6=-381(LC 9), 9=500(1_C 12) Max Grav 6=604(LC 1), 9=604(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=467/34, 2-3=-510/383, 3-4=-510/383, 4-5=-467/34 BOT CHORD 1-9=-8/438, 7-9=-74/455, 6-7=-11/439, 5-6=-11/439 WEBS 4-7=-638/428, 4-6=-504/804, 2-7=-637/428, 2-9=-504/804 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-2-0, Extedor(2R) 8-2-0 to li„l, 11-2-0, Interior(1) 11-2-0 to 16-4-0 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 ,%% . U''1ll V i F� I� 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,% Pa •• C E N '••• �� �j ,%% ,0 •�,� S�`••,• ���, to the use of this truss component. : 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. • NO 68182 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 381 lb uplift at joint 6 and 500 lb uplift at joint 9. "This •� 7) manufactured product is designed as an individual building component. The suitability and use of this component for any•�• ST F particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." � .�0 , �� O R , N A '��,`�. nno Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is loran 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 ANS11rPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers RES T26947488 MYERS_RES SH7F Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:20:47 2022 Page 1 ID:Hp5o_2WIvN?XVjsK9jcgOdyURVz-bNlujCJgV4zdTfAHs?jytY?MHoOEmHi oGfcfUzhzQk 1 2-4-0 7-0-0 9-4-0 14-0-0 16-4-0 2-4-0 } 4-8-0 2-4-0 4-8-0 2-4-0 1 1.5x8 STP = 2x4 11 Plate Special 4x6 = 4x6 = Special LOADING (psf) SPACING- 2-0-0 CS'. TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 TCDL 7.0 LumberDOL 1.25 BC 0.24 BCLL 0.0 Rep Stress Incr NO WS 0.31 BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Special NAILED 4x6 = 12 4 DEFL. in (loc) Well L/d Vert(LL) -0.04 9-11 >999 240 Vert(CT) -0.05 9-11 >999 180 Horz(CT) 0.00 7 n/a nla LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0, 7=0-8-0 Max Horz 11=57(LC 7) Max Uplift 11=-676(LC 8), 7=-586(LC 5) Max Grav 11=817(LC 39), 7=817(LC 38) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1052/683, 3-4=-972/683, 4-5=-1052/683 BOT CHORD 8-9=-541/971 WEBS 2-11=-711/639, 2-9=-693/993, 3-9=-86/279, 4-8=-86/279, 5-8=-666/993, 5-7=-711/566 Scale = 1:26.9 1.5x8 STP = 2x4 11 PLATES GRIP MT20 244/190 Weight: 71 Ill FT = 20% Structural wood sheathing directly applied or 5-7-10 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 7-10-10 oc bracing: 8-9. NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 676 lb uplift at joint 11 and 586 lb uplift at joint 7. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 Ito down and 197 lb up at 7-0-0, and 84 lb down and 197 lb up at 9-4-0 on top chord, and 332 lb down and 130 to up at 7-0-0, and 332 lb down and 130 lb up at 9-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code" LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 1-6=-20 ``,`I�1111111/IIIIIfI � . •LENS• •c'���. No 68182 OF •�' i�• •�(/� N AL E�G 1111111111 JDaquln Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with. possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/i Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947488 MYERS_RES BH7F Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Iampa, FL - 33S154, 13.03U S UeC ld ZUZI mi I eK moustrles, Inc. I nu reD G4 Uy:ZV:'i/ zuzz rage z I D: H p5o_2wvN?XVj sK9jcgOdyURVz-bNtujCJgV4zdTfAH s?jytY?MH oOEm H i_oGfcf UzhzQk LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-32(B) 4=-32(B) 9=14(B) 8=14(B) 12=-32(B) 13=-6(B) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5f192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based 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,propery damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see I ANSI?PIf quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Qty Ply Jessica Myers MYERS RES T26947489 MYERS_RES CH7F EHpG,,Td. 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:20:50 2022 Page 1 ID:Hp5o_2WIvN?XVjsK9jcgOdyU RVz-?yZ1 LELio?LBK6vsX7GfU Bdj ROyDzV WQUEtGGpzhzQh 2-4-0 7-0-0 13-0-0 19-0-0 23-8-0 26-0-0 2-4-0 r 4-8-0 6-0-0 6-0-0 4-8-0 2-4-0 Special NAILED 5x8 = Special 4.00 F12 NAILED NAILED 2x4 II NAILED NAILED 5x8 = 3 14 15 16 4 17 18 19 5 1.5x8STP= 4x6 = NAILED 3x4 = 3x8 = NAILED NAILED 4x6 = 3x6 II Special NAILED NAILED Special LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 13=0-8-0, 8=0-8-0 Max Horz 13=57(LC 7) Max Uplift 13=-1432(LC 8), 8=-1354(LC 5) Max Grav 13=1074(LC 1). 8=1074(LC 1) Scale = 1:43.3 1.5x8 STP = 3x6 11 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TIC 0.99 Vert(LL) 0.31 10-12 >829 240 MT20 2441190 BC 0.54 Vert(CT) 0.2810-12 >919 180 WB 0.89 Horz(CT) -0.04 8 n/a n/a Matrix-SH Weight: 121 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-1 oc pur ins. BOT CHORD Rigid ceiling directly applied or 4-1-1 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1674/2106, 3-4=-2178/2975, 4-5=-2178/2975, 5-6=-1674/2135 BOT CHORD 10-12=-1901/1582, 9-10=-1916/1554 WEBS 2-13=-1020/1250,2-12=-1956/1614,3-12=-151/284,3-10=-1012/871,4-10=-478/521, 5-10=-1008/871, 5-9=-151/283, 6-9=-1947/1614, 6-8=-1020/1194 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1432 lb uplift at joint 13 and 1354 lb uplift at joint 8. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 197 lb up at 7-0-0, and 84 lb down and 197 lb up at 19-0-0 on top chord, and 435 lb down and 114 lb up at 7-0-0, and 435 lb down and 114 lb up at 18-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 `,,`,1111111111'r .QUIN vF� I ��� J�• 'DENS F����. No 68182 ST OF /O N AL E����� 1111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473. rev. 5/1912020 BEFORE USE. Design valid for use only with 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/lP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947489 MYERS_RES CH7F Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33554, u.b3U s Uec 6 LUL1 MI I eK Industries, Inc. I nu FeD L4 U`J:LU:SU LULL Page L ID:Hp5o_2WIvN?XVjsK9jcgOdyURVz-?yZ1 LELio?LBK6vsX7GfUBdjRDyDzV WQUEtGGpzhzQh LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 1-7=-20 Concentrated Loads (lb) Vert: 3=-32(F) 5=-32(F) 12=14(F) 10=-6(F) 4=-32(F) 9=14(F) 14=-32(F) 15=-32(F) 18=-32(F) 19=-32(F) 20=-6(F) 21=-6(F) 22=-6(F) 23=-6(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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?PIf quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947490 MYERS_RES CH9F Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:20:51 2022 Page 1 ID:Hp5o 2WIvN?XVsK9jcgOdyURVz-U87PZaMKZJT2yGU25rnu10AyoQICi3yZjudpoFzhzQg I 2-4-0 9-0-0 17-0-0 23-8-0 26-0-0 2-4-0 I 6-8-0 B-0-0 6-8-0 2-4-0 5x8 = 4.01) 12 14 15 5x6 = 1.5x8 STP = 4x6 = 3x4 = 5x8 = 1.5x8 STP = 3x6 11 3x6 11 23-8-0 24-0,0 26-0-0 Scale = 1:43.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.10 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.19 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 120lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins. 3-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 SP No.2 6-2-1 oc bracing: 8-10. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-10. 3-8. 5-8 REACTIONS. (size) 11=0-8-0, 7=0-8-0 Max Horz 11=73(LC 11) Max Uplift 11=-726(LC 12), 7=-615(LC 12) Max Grav 11=962(LC 1), 7=962(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-355/43, 2-3=-133111119, 3-4=-1207/1139, 4-5=-1331/1118, 5-6=-355/71 BOT CHORD 1-11=-40/318, 10-11=-63/335, 8-10=-904/1207, 7-8=-72/318, 6-7=-72/318 WEBS 2-11=-844/1067, 2-10=-1207/1120, 5-8=-1206/1121. 5-7=-844/1067 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. `,� ��I, ,/�♦ II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Extehor(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 17-0-0, Extedor(2R) 17-0-0 to 21-2-15, Interior(1) 21-2-15 to 26-0-0 zone; cantilever left and right ,�tt� I N exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate %%%.oPa� G •• ♦♦�� ,% , E IV S+ •�� ••,� grip DOL=1.60 �� ; �C 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. No 681 82 4) Provide adequate drainage to prevent water ponding. * �� t 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide '0 will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 726 Ito uplift at joint 11 and 615 lb uplift -33 0 ST OF �� �.0 at joint 7. ;,%N ,A��� ♦♦,,� 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any •; Q (i \ �,\,�� S...... • particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ♦ Joaquin Velez PE No:68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947491 MYERS_RES CH11F Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:20:48 2022 Page 1 ID: Hp5o_2WIvN?XVjsK9jcgOdyURVz-3ZRGxYJSG05U5prrQiEBPmYQTCFUj271 wO9BxzhzQj 2-4-0 11-0-0 15-0-0 23-8-0 26-0.0 ' 2� 8-8-0 4-0-0 8-8-0 I 2- O ' 5x6 = 14 15 5x6 = 1.5x8 STP = 46 = axn 4x6 = 1.5x8 STP = 3x6 11 3x6 11 Scale = 1:43.3 2-0-0 2r4-p 11-0-0 15-0-0 23-8-0 24-Or0 26-0-O 2-0-0 1X 8-8-0 + 4-0-0 8-8-0 0-4- 2-0.0 Plate Offsets (X,Y)— [1:0-2-14,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.21 7-8 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.34 7-8 >753 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 117 Ib FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD 3-4: 2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 11=0-8-0, 7=0-8-0 Max Harz 11=90(LC 11) Max Uplift 11=-726(LC 12), 7=-615(LC 12) Max Grav 11=962(LC 1), 7=962(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-445/140, 2-3=-1241/1053, 3-4=-1101/1097. 4-5=-1241/1070, 5-6=-449/246 BOT CHORD -111=-1551449, 10-11=-148/516. 8-10=-811/1101, 7-8=-270/452, 6-7=-270/452 WEBS 2-11=-810/1130, 2-10=-874/793, 5-8=-917/793, 5-7=-810/1147 Structural wood sheathing directly applied or 4-2-11 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-4-5 oc bracing: B-10. 1 Row at midpt 2-10, 5-8 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-0, Exterior(2E) 11-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 26-0-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 726 lb uplift at joint 11 and 615 lb uplift at joint 7. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ,,\\II111111/11j,,' ��� PQUIN VFW �.. .`% �o C E /V S No 68182 : 3 ST OF .' 441 1 O 11111111111 Joaquin Velez PE No,68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 ANS11TPli Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Jessica Myers_MYERS RES T26947492 MYERS_RES CJ1 Corner Jack . 14 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 1-0-0 2x4 = 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:20:52 2022 Page 1 ID: Hp5o_2WIvN?XVjsK9jcgOdyURVz-yKhnmvMyJcbvaQ2EfYl7aciGlphXRcsjyYMNKizhzQf PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. 1-0-0 1-0-0 Scale = 1:6.1 Plate Offsets (X Y)— [1:0-0-6,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.00 3 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020ITPI2014 Matrix-P Weight: 3Ib FT=20% LUMBER- BRACING - TOP CHORD 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 6-0-0 oc bracing. REACTIONS. (size) 2=Mechanical, 3=Mechanical Max Horz 2=-112(LC 12), 3=135(LC 12) Max Uplift 2=-90(LC 12) Max Grav 2=73(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-512/118 BOT CHORD 1-3=-101/481 NOTES- . (7) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. `` 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. • �% I� ,, Q U I N 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. % %%,OP'• G E•N •�� S<C`'••• 5) Refer to girder(s) for truss to truss connections. bearing 90 lb 2. �� ; �. 10 6) Provide mechanical connection (by others) of truss to plate capable of withstanding uplift at joint 'This No 68182 0 7) manufactured product is designed as an individual building component. The suitability and use of this component for any •� particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." * •• S OF O kip. .......... N A % Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system, Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor 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 ANSIITFII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Jessica Myers_MYERS RES T26947493 MYERS_RES CAF Corner Jack 16 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 1-0-0 2x4 = 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:20:52 2022 Page 1 ID:Hp5o 2vvlvN?XVjsK9jcgOdyURVz-yKhnmvMyJcbvaQ2EfY17aciGlphXRcsjyYMNKizhzQf N 6 PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. 1-0-0 1-0-0 Scale = 1:6.1 Plate Offsets (X,Y)— [1:0-0-6 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.00 3 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 3 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 2=Mechanical, 3=Mechanical Max Horz 2=-112(LC 12). 3=135(LC 12) Max Uplift 2=-90(LC 12) Max Grav 2=73(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-512/118 BOT CHORD 1-3=-101/481 NOTES- (7) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cal. 11; Exp C; Encl., GCpi=0.1 B; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. `,,� ���, 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' QV �N VF l� 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 ,,,OP �j will fit between the bottom chord and any other members. 5) Refer to for truss to truss connections. , ,•�� G E N girder(s) 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 2. 'This No 68182 7) manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." � :. S OF :�4/� .�1 �•, �4 Q. O R ` `Z`�• •\,(��ss�� Al ���%% N nn Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not '• 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 ANSViPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947494 MYERS_RES CJ3 Corner Jack 14 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:20:53 2022 Page 1 ID: Hp5o_2WIvN?XVjsK9jcgOdyURVz-Q WE9_FNb4wjmBadRCGpM6pFP7D3VA36sBC6wt6zhzQe 2-4-0 3-0-0 ,IIIIIIIIIf/1I,� PQU I N No 68182 :CCZ 00 0: ST OF �% At. 11% Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 1.5x8 STP = 2-0-0 3-0-0 2.0-0 1-0-0 Plate Offsets (X,Y)-- [1:0-5-14,0-1-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 4 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP M 26 BOT CHORD REACTIONS. (size) 2=Mechanical, 3=Mechanical, 4=0-8-0 Max Horz 4=57(LC 12) Max Uplift 2=-88(LC 12), 3=-390(LC 1), 4=-590(LC 12) Max Grav 2=79(LC 1), 3=438(LC 12), 4=528(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:9.4 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% Structural wood sheathing directly applied or 3-0-0 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 2, 390 lb uplift at joint 3 and 590 lb uplift at joint 4. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 25,2022 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabncalion, storage, delivery, erection and bracing of trusses and truss systems, see AN311TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947495 MYERS_RES CJ3F Corner Jack 16 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, IIIIIIIIfI1I .•.\ G NSA No 68182 r � r S OF .'44/� r ..o4 O R 1 O Q �,�. I//1111111 Joaquin Velez PE 1//08182 M[Tek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: U.b3U s Uec b ZU21 MI I eK Industries, Inc. I nu heD Z4 Uy:2U:04 ZUZZ rage 1 ID: Hp5o_2WIvN?XVjsK9jcgOdyU RVz-ujoXBbODrErdpkComzLbfl oatdOkvWLOPsrUPazhzQd 3-0-0 Scale = 1:9.4 1.5x8 STP = 2-8-0 2-8-0 Plate Offsets (X Y)— [1:0-5-14 0-1-21 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 2' n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 12lb 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 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=Mechanical, 3=Mechanical, 4=0-8-0 Max Horz 4=57(LC 12) Max Uplift 2=-88(LC 12), 3=-390(LC 1). 4=-590(LC 12) Max Grav 2=79(LC 1), 3=438(LC 12), 4=528(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25f ; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss Connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 2, 390 lb uplift at joint 3 and 590 lb uplift at joint 4. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 25,2022 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• 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 ANSYTPll quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947496 MYERS_RES CJ5 Corner Jack 6 1 Job Reference (optional) Builders FlrstSource (Tampa, FL), Tampa, FL - 33564, 8.530 S Dec 6 2021 Mf l ek Industries, Inc. I Mu Feb 24 U9:2U:b4 2U22 Hage 1 ID:Hp5o_2WIvN?XVjsK9jcgOdyURVz-ujoXBbODrErdpkComzLbf1oX7dJVvTCOPsrUPazhzQd 2-4-0 5-0-0 2-4-0 2-8-0 Scale = 1:14.0 51.5x8 STP = 2x4 II i 2-0-0 5-0-0 2-0-0 3-0-0 Plate Offsets (X,Y)— [1:0-2-14,0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.06 3 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-P Weight: 16 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. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=104(LC 12) Max Uplift 3=-38(LC 9), 4=-9(LC 1), 5=-335(LC 12) Max Grav 3=38(LC 17), 4=37(LC 12). 5=346(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD , 1-2=-263/89 BOT CHORD 1-5=-93/258 WEBS 2-5=-238/678 NOTES- (7) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45f; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 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 // tto 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,,,�OPQU� N VF� to the use of this truss component. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�� , ,• �* ........ E N S�. 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 � 4 will fit between the bottom chord and any other members. NO 68182 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 3, 9 lb uplift at joint 4 and 335 lb uplift at joint 5. = .� 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." O S OF ' ��: Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not �t• 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 ANSVTP11 Quality Criteria, DSB.89 and BCS/ Building Component 6904 Parke East Blvd. Safelylntormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947497 MYERS_RES CJ5F Corner Jack 14 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 5 2021 Mtfek Industries, Inc. Thu Feb 24 U9:ZU:5b 2U22 Page 1 ID: Hp5o_2WIvN?XVjsK9jcgOdyURVz-MvMwPxPrcXzURunpKhsgBEKgc1 eOewF9eWbl xl zhzQc 5-0-0 5-0-0 1.5x8 STP = 2x4 II Scale = 1:14.0 2-0-0 2-0-0 2-4-0 0-4-0 5-0-0 2-8-0 , Plate Offsets (X,Y)— [1:0-2-14,0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.07 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=104(LC 12) Max Uplift 3=-31(LC 9), 4=-20(LC 1), 5=-369(LC 12) Max Grav 3=28(LC 17), 4=47(LC 12), 5=373(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-262/88 BOT CHORD 1-5=-93/258 WEBS 2-5=-246/720 Structural wood sheathing directly applied or 5-0-0 cc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 10.0 lost bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 3, 20 lb uplift at joint 4 and 369 lb uplift at joint 5. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." r,111IN 1111111I ♦��,,�oP'aG E NV ♦♦♦ �'� SF ��i No 68182 :� • ST E OF �� 00 .i01110 N A1- E:.:`• lllhlnn111t . Joaquin Velez PE No.68182 Well: USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is far 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 Info 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 ANSITPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947498 MYERS_RES DGRF FLAT GIRDER 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:20:57 2022 Page 1 ID: Hp5o_2WIvN?XVjsK9jcgOdyURVz-I IUgpdQ589ECgBxCR5ulHfQOBgMd6eTS5p48OvzhzQa 4-6-6 8-11-0 13-3-104-4-10 111 22-0-144-4-10 '26-7-4 �I 4-4-10 ) I 4� 8x10 = 2x4 11 5x8 = 2x4 11 3x4 = 5x8 = 2x4 11 8x10 = 1 17 18 2 19 20 3 21 22 234 24 5 6 25 267 27 28 8 29 6x12 MT20HS II 7x10 = LUS24 2x4 11 4x6 = 3x8 = LUS24 1.5x8 STP = LUS24 LUS24 LUS24 LUS24 2x4 II 7x10 = LUS24 LUS24 LUS24 LUS24 1.5x8 STP = 6x12 MT20HS II LUS24 LUS24 Scale: 3/16"=l' 4-6.6 6-11-0 13-3-10 17-8-4 22-0-14 26 7-4 4-6-6 4-4-10 4-4-10 4-4-11 4-4-10 6 Plate Offsets (X,Y)-- [1:Edge,0-3-81, [8:0-3-8,Edgel, [9:0-5-8,Edgel, [10:0-2-4,0-2-121, [15:0-4-4,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.16 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.17 11-12 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(CT) -0.04 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 564lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 `Except` BOT CHORD Rigid ceiling directly applied or 9-1-8 oc bracing. 1-16,8-9: 2x4 SP M 31 WEBS 1 Row at midpt 1-16, 8-9, 1-15, 3-15, 6-10, 8-10 REACTIONS. (size) 16=0-7-4, 9=0-8-0 Max Horz 16=-649(LC 4) Max Uplift 16=-3718(LC 4), 9=-5587(LC 7) Max Grav 16=4692(LC 1), 9=6352(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-4656/3688, 1-2=-2067/1818, 2-3=-2067/1818, 3-4=-3892/3141, 4-6=-3892/3141, 6-7=-2269/1928, 7-8=-2269/1928, 8-9=-5662/5051 BOT CHORD 15-16=-587/502, 14-15=-2987/3411, 12-14=-2987/3411, 11-12=-2918/3510, 10-11=-2918/3510, 9-10=-2841249 WEBS 1-15=-3802/4807, 2-15=-914/861, 3-15=-3149/2458, 3-14=-668/984, 3-12=-901/1125, 4-12=-812/718, 6-12=-817/930, 6-11=-617/975, 6-10=-2909/2288, 7-10=-944/948, 8-10=-4037/5255 NOTES- (14) 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. B) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3718 lb uplift at joint 16 and 5587 lb uplift at joint 9. 10) Use Simpson Strong -Tie LUS24 (4-1 Od Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 5-0-0 from the left end to 7-0-0 to connect truss(es) to front face of bottom chord. �\111111/111 . • GEN& No 68182 S OF :44/�/ i�-"Fj, .. Al. E` ;G 111111111" Joaquin Velez PE No.68182 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSI1TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947498 MYERS_RES DGRF FLAT GIRDER 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.53U s Dec 6 ZU21 MI I eK Industries, Inc. I nu Feb 24 U82U:5( ZUZZ rage 2 ID:Hp5o_2 WIvN?XVjsK9jcgOdyURVz-1lUgpdQ589ECgBxCR5ul HfQ08gMd6eTS5p480vzhzQa NOTES- (14) 11) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 9-0-0 from the left end to 25-10-8 to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 279 lb down and 369 lb up at 1-6-8, 279 lb down and 369 lb up at 3-6-8, 279 lb down and 369 lb up at 5-6-8, 279 lb down and 369 lb up at 7-6-8, 279 lb down and 369 lb up at 9-6-8, 279 lb down and 369 lb up at 11-6-8, 279 lb down and 369 lb up at 13-6-8, 279 lb down and 369 lb up at 15-6-8, 279 lb down and 369 lb up at 17-6-8, 279 lb down and 369 lb up at 19-6-8, 279 lb down and 369 lb up at 21-6-8, 238 lb down and 366 lb up at 23-6-3, and 460 lb down and 610 lb up at 25-6-3, and 1253 lb down and 1031 lb up at 26-5-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-54, 9-16=-20 Concentrated Loads (lb) Vert: 5=-279 8=-257 13=-394(F) 14=-369(F) 4=-279 6=-279 17=-279 18=-279 19=-279 20=-279 21=-279 22=-279 25=-279 26=-279 27=-23B 29=-460 31=-402(F) 33=-369(F) 35=427(F) 36=-427(F) 37=-427(F) 38=-427(F) 40=-427(F) 41 =-427(F) 43=-427(F) 44=431(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 ANSI1TPI1 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947499 MYERS_RES EJ5 Jack -Open 3 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:20:58 2022 Page 1 ID: Hp5o_2 WIvN?XVjsK9jcgOdyURVz-mU221 zRjvSM31LWO?pPXptyD6EhRrHCbKTghYLzhzQZ 2-4.0 5-0-0 2-4-0 2-8-0 Scale = 1:14.0 2x4 2-0-0 5-0-0 2-0-0 3-0-0 Plate Offsets (X,Y)-- [1:0-2-14,0-0-10) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.52 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.06 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-P Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=104(LC 12) Max Uplift 3=-38(LC 9), 4=-9(LC 1), 5=-335(LC 12) Max Grav 3=38(LC 17), 4=37(LC 12), 5=346(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-263/89 BOT CHORD 1-5=-93/258 WEBS 2-5=-238/678 NOTES- (7) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 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 ill/f' ate grip DOL=1.60 2) Building Designer gner I Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,�%%, PQV I N � �j to the use of this truss component. *% �,•�\G E N g�. 1 0 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�� 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. N O 681 82 * �� •� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 3, 9 lb uplift at joint 4 and 335 lb uplift at joint 5. "This .Q 7) manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." O �, S C0 F E Joaquln Velez PE No.68182 Welk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall 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?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947500 MYERS RES EJ7 Jack -Open 20 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 2x4 II 1.5x8 STP = 7-0-0 8.530 s Dec 5 2021 MiTek Industries, Inc. I nu I -el) 24 U9:2U:b9 ZU22 Scale = 1:17.6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.62 BC 0.34 WB 0.21 Matrix-SH DEFL. in Vert(LL) -0.04 Vert(CT) -0.04 Horz(CT) 0.05 (too) I/deft L/d 4-5 >999 240 4-5 >999 180 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=145(LC 12) Max Uplift 3=-109(LC 12), 5=-338(LC 12) Max Grav 3=95(LC 1), 4=70(LC 3), 5=387(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-342/119 BOT CHORD 1-5=-118/307 WEBS 2-5=-292/717 NOTES- (7) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 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 ,,'1 1 � 1111111,' Building D platesign grip D Projectineer for live load loading 2 Building Designer/ Pro'ect lied IN V,,-, en roof shown covers rain requirements specific ner! engineer responsible veri In a P verifying applied 9 q p ���,, P.QU L. i '• to the use of this truss component. `�,j ��, ,� ••• G E N '�,� SAC`'• 0��� 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 ; N 68182 will fit between the bottom chord and any other members. O •� 5) Refer to girder(s) for truss to truss connections. * �• 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 3 and 338 Ito uplift at joint 5. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." O �,• S O F .' ��: nn Joaquin Velez PE No.68182 MITek USA, Inc_FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947501 MYERS RES EJ7F Jack -Open 21 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564. 1.5x8 STP = 2x4 11 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:00 2022 Page 1 I D:Hp5o_2WIvN?XVjsK9jcgOdyURVz-jt9pSfT_R4cnXfgn6ER?ul2WS2NkJARuonJocEzhzQX 7-0-0 Scale = 1:17.6 2-0-0 2-4-0 7-0-0 2-0.6 0-4-0 4-8-0 Plate Offsets (X,Y)-- [1:0-2-14,0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.05 4-5 >991 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.05 4-5 >979 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.07 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 22 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=145(LC 12) Max Uplift 3=-100(LC 12), 5=-361(LC 12) Max Grav 3=86(LC 17), 4=63(LC 3), 5=403(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-339/116 BOT CHORD 1-5=-118/310 WEBS 2-5=-290/731 NOTES- (7) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 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 ,'11 1 1 1 1 11, 60 plate grip 2 Building Designer Project e6gineer responsible for verifying applied roof live load shown covers rain loading requirements specific ��,,, UI N V ,,��� 9 99 P fY� 9 PP 9 q P �� PCB to the use of this truss component. -. �O .• E N •• F� �� 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� �\ S�'• 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 0 will fit between the bottom chord and any other members. No 68182 � 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 3 and 361 lb uplift at joint 5. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any S T 0 F particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." � O .0 4�SS1O N A%;G����� n� Joaquln Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 511912020 BEFORE USE. • Design valid for use only with MiTek®conneclors. 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 chard members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUrPH quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947502 MYERS_RES EJ7K Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec '6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:01 2022 Page 1 ID:Hp5o_2WvN?XVjsK9jcgOdyURVz-B3jBf TcCNke9pEzgxzERVagxSlr2dR2OR2L9gzhzQW 2-4-0 6-0-8 7-0-0 r 2-4-0 3-8-8 i 0.11 8 1.5x8 STP = 2x4 11 LOADING (psf) SPACING- 2-0-0 CS'. TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 TCDL 7.0 Lumber DOL 1.25 BC 0.35 BCLL 0.0 Rep Stress Incr YES WB 0.23 BCDL 10.0 Code FBC2020lrP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 6=0-8-0 Max Horz6=127(LC 12) Max Uplift 4=-102(LC 12), 6=-347(LC 12) Max Grav 4=94(LC 1), 5=70(LC 3), 6=387(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-316/105 BOT CHORD 1-6=-103/278 WEBS 2-6=-2991784 3x4 = DEFL. in (loc) I/clef! L/d PLATES GRIP Vert(LL) -0.04 5-6 >999 240 MT20 244/190 Vert(CT) -0.05 5-6 >999 180 Horz(CT) 0.04 4 n/a n/a Scale = 1:17.6 Weight: 22 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-0-8, Extedor(2E) 6-0-8 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 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 4 and 347 lb uplift at joint 6. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI'TPI 1 as referenced by the building code." o%PQUIN,VF, 1.-,e v. No 68182 S OF .0 0 •' ,o Q/�� Joaquin Velez PE No.68182 Mffek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/792020 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 Mew 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 ANSIfTP11 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947503 MYERS_RES EJL Jack -Open 3 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:01 2022 Page 1 ID:Hp5o_2WIvN?XVjsK9jcgOdyURVz-B3jBf TcCNke9pEzgxzERVaiZSi12ds2OR2L9gzhzQW 2-4-0 4-9-0 , 0 N 5 1.5x8 STP = 2-0-0 2x4 II 4-9-0 2-0-0 2-9-0 i Scale = 1:12.3 Plate Offsets (X Y)-- [1:0-2-14,0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Verl(CT) -0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.05 3 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-P Weight: 15lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=99(LC 12) Max Uplift 3=-32(LC 9), 4=-15(LC 1), 5=-339(LC 12) Max Grav 3=30(LC 17), 4=41(LC 12), 5=345(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-254/84 WEBS 2-5=-231/693 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30f; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-8-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 Ito uplift at joint 3, 15 lb uplift at joint 4 and 339 Ib uplift at joint 5. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." OPQUIN VE�-.. No 68182 �:• S OF •:�1/ � �,%� �1111111tit Joaquin Velez PE No.68182 MRek USA, Inc..FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5I192020 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 ANS11TP11 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Jessica Myers_MYERS RES T26947504 MYERS_RES EJM Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:02 2022 Page 1 I D: Hp5o_2WIvN?XVjsK9jcgOdyURVz-fFHZtKUEzhsUmyp9EfUTJ7tC2Jn49BF5ovh7zhzQV 2-4-0 4-10-8 Scale = 1:12.5 2x4 11 5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.06 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 16 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=101(LC 12) Max Uplift 3=-35(LC 9). 4=-12(LC 1), 5=-337(LC 12) Max Grav 3=34(LC 17), 4=39(LC 12), 5=346(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-259/86 BOT CHORD 1-5=-91/254 WEBS 2-5=-234/684 BRACING - TOP CHORD Structural wood sheathing directly applied or4-10-8 oc puriins. BOT CHORD Rigid Ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-9-12 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 3, 12 lb uplift at joint 4 and 337lb uplift at joint 5. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code" `��\I111111/II�� PQU IN VFW I E N 3 • �� ��i� No 68182 S OF .00 11111111110 Joaquln Velez PE No.68182 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a trusssystem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• I always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the labricaticn, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947505 MYERS_RES FGR FLAT GIRDER 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:03 2022 Page 1 ID: Hp5o_2 WIvN?XVjsK9jcgOdyU RVz-7Srx4gVsk?_LO6OMoM?iWwg3OFVJ WaVLUIXSDZzhzQU 2-9-0 2-9-0 5x6 = 3x6 11 7 LUS24 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) TCDL 10.0 Lumber DOL 1.00 BC 0.09 Vert(CT) BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(CT) BCDL 5.0 Code FBC2020/TP12014 Matrix-P 2 3x6 II 6x8 = in (loc) I/deft Lld 0.00 3-4 >999 360 -0.00 3-4 >999 240 -0.00 3 n/a n/a I I I LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 4=Mechanical, 3=Mechanical Max Hom 4=-73(LC 4) Max Uplift 4=-946(LC 4), 3=-1108(LC 7) Max Grav 4=1785(LC 1), 3=920(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1601/853, 2-3=-826/1053 Scale = 1:9.9 t0ol11111ffill %% PQUIN %% �Q GENg �c'��•, No 68182 S 1 OF U✓� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: PLATES GRIP MT20 2441190 Weight: 32 lb FT = 20 Structural wood sheathing directly applied or 2-9-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (14) 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords Connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 946 lb uplift at joint 4 and 1108 lb uplift at joint 3. 10) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Use Simpson Strong -Tie LUS24 (4-1 Od Girder, 2-1 od Truss, Single Ply Girder) or equivalent at 0-11-4 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 12) Fill all nail holes where hanger is in contact with lumber. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1236 Ib down and 759 Ib up at 0-1-12, 403 lb down and 460 Ib up at 1-10-15, and 307 lb down and 847 lb up at 2-7-4, and 60 lb down and 27 lb up at 0-10-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." February 25,2022 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 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 ANSVfP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947505 MYERS_RES FGR FLAT GIRDER 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33554, u.b3U s Dec 6 ZU21 MI I eK Inaustnes, Inc. I nu heD Z4 UV:Zl:U3 ZUZL rage z ID: Hp5o_2WvN?XVjsK9jcgOdyURVz-7Srx4gVsk?_LO6OMoM?iWwg30FVJ WaVLUIXSDZzhzQU LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-175, 3-4=-10 Concentrated Loads (lb) Vert: 1=-1236 2=-307 5=-51 6=403 7=-254(F) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-155, 3-4=-10 Concentrated Loads (lb) Vert: 1=-1145 2=-223 5=-41 6=-352 7=-217(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-2=-95, 3-4=-30 Concentrated Loads (lb) Vert: 1=-872 2=-1D2 5=-23 6=-323 7=-162(F) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 3-4=-6 Horz: 1-4=32, 2-3=38 Concentrated Loads (lb) Vert: 1=723 2=716 5=27 6=378 7=149(F) 5) Dead + 0.6 MWFRS Wind (Pos. Intemal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 3-4=-6 Horz: 1-4=-38, 2-3=-32 Concentrated Loads (lb) Vert: 1=723 2=716 5=27 6=378 7=149(F) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-97, 3-4=-10 Horz: 1-4=54, 2-3=15 Concentrated Loads (lb) Vert: 1=759 2=847 5=-39 6=460 7=161(F) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1-2=-97, 3-4=-10 Horz: 14=-15, 2-3=-54 Concentrated Loads (Ib) Vert: 1=759 2=847 5=-19 6=460 7=161(F) B) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-21, 3-4=-6 Horz: 14=-49, 2-3=49 Concentrated Loads (lb) Vert: 1=728 2=730 5=22 6=390 7=149(F) 9) Dead + 0.6 MWFRS Wind (Pos. Intemal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-44, 3-4=-6 Horz: 1-4=-49, 2-3=49 Concentrated Loads (lb) Vert: 1=739 2=756 5=16 6=412 7=149(F) 10) Dead + 0.6 MWFRS Wind (Neg. Intemal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-97, 3-4=-10 Horz: 1-4=-26, 2-3=26 Concentrated Loads (lb) Vert: 1=759 2=847 5=-36 6=460 7=161(F) 11) Dead + 0.6 MWFRS Wind (Neg. Intemal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-97, 3-4=-10 Horz: 1-4=-26, 2-3=26 Concentrated Loads (lb) Vert: 1=759 2=847 5=-36 6=460 7=161(F) 12) Dead + Uninhabitable Attic Storage: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-2=-95, 3-4=-10 Concentrated Loads (lb) Vert: 1=-647 2=30 5=-14 6=-197 7=-107(F) 13) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-156, 3-4=-10 Horz: 1-4=41, 2-3=12 Concentrated Loads (lb) Vert: 1=499 2=670 5=-60 6=326 7=112(F) 14) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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/TPll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947505 MYERS_RES FGR FLAT GIRDER 1 Job Reference (optional) Builders FirslSource (Tampa, FL), Tampa, FL - 33564, B.53U s Dec 6 2021 MI I ek Industries, Inc. I hu Feb 24 U921:U3 2UZ2 Page 3 ID: Hp5o_2WIvN?XVjsK9jcgOdyU RVz-7Srx4gVsk?_LO6OMoM?iWwg30FVJ WaVLUIXSDZzhzQU LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-156, 3-4=-10 Horz: 1-4=-12, 2-3=-41 Concentrated Loads (Ib) Vert: 1=499 2=670 5=45 6=326 7=112(F) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1 st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-156, 3-4=-10 Harz: 1-4=-20, 2-3=20 Concentrated Loads (lb) Vert: 1=499 2=670 5=-58 6=326 7=112(F) 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. lint) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-156, 3-4=-10 Horz: 1-4=-20, 2-3=20 Concentrated. Loads (Ib) Vert: 1=499 2=670 5=-58 6=326 7=112(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicabil'ay 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 ANSVTPII Quality Criterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES • T26947506 MYERS_RES FGR1 HALF HIP GIRDER 1 I Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:04 2022 Page 1 ID: Hp5o_2WIvN?XVIsK9jcgOdyURVz-bePJHOWUVI6COGzYL4Wx38CANfdfFtaUiPH?I?zhzQT 2-4-0 2-4-0 6-4-8 10-5-0 12-611-212 I 5100 2 1--04-0-8 4-0-8 21 1.5x8 STP = LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2020frP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-7: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 5-9,7-9: 2x4 SP No.2 REACTIONS. (size) 12=0-8-0, 8=Mechanical Max Horz 12=309(LC 32) Max Uplift 12=-1366(LC 8), 8=-2917(LC 8) Max Grav 12=171 O(LC 17). 8=3675(LC 17) 2x4 II HHUS26-2 CS1. DEFL. in (loc) I/deft Lid TC 0.76 Vert(LL) 0.17 10 >969 360 BC 0.98 Vert(CT) -0.14 10 >999 240 WB 0.66 Horz(CT) -0.02 a n/a n/a Matrix-SH Scale = 1:27.4 4x6 11 PLATES GRIP MT20 244/190 Weight: 200 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-12 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-317/244, 2-3=-2502/2123, 5-10=-776/729, 5-6=-4598/4300, 6-7=-4598/4300, 7-8=-3519/2823 BOT CHORD 1-12=-227/317, 11-12=-425/352, 10-11=-6054/5893, 9-10=-6297/6108, 6-9=-291/347 WEBS 2-12=-152711231, 2-11 =-1 962/2267, 3-11 =-1 002/867. 3-5=-2198/2DB9, 5-11 =-3750/406 1, 5-9=-1653/2252,6-9=-1208/795,7-9=-4386/4655 NOTES- (15) 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1366 lb uplift at joint 12 and 2917 lb uplift at joint S. 11) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14. 15, 16, 17, 18, 19, 20, 21. 22. 23. 24, 25. 26, 27, 28, 29. 30, 31, 32, 33, 34, 35, 36, 37, 38, 39 has/have been modified. Building designer must review loads to verify that they are correct for the intended use 11111111//�� .OPpLU I N 0.� No 68182 S OF 44/� o N A� E�C� �. 111 Joaquin Velez PE No.68182 Mrrek USA, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 Continued on page 2 Y WARNI G - eriy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51I M020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is far an individual building component, not a truss system. Before use, the building designer must verifythe applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPlf quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947506 MYERS_RES FGR1 HALF HIP GIRDER 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 6.530 s Dec 5 2021 MiTek Industries, Inc. Thu Feb 24 09:21:04 ZUZZ Page 2 ID:Hp5o_2WvN?XVjsK9jcgOdyURVz-bePJHOWUVI6COGZYL4WX38CANfdfFtaUiP H?I?zhzQT NOTES- (15) 12) Use Simpson Strong -Tie HHUS26-2 (14-1 Od Girder, 6-1Od Truss, Single Ply Girder) or equivalent at 10-7-8 from the left end to connect truss(es) to back face of bottom Chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 13) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1002 lb down and 950 lb up at 10-7-9, 502 lb down and 619 lb up at 11-7-1, and 306 lb down and 380 lb up at 13-5-4, and 1766 lb down and 1360 lb up at 15-1-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 15) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-100, 5-7=-175, 1-8=-10 Concentrated Loads (lb) Vert:13=-60 14=-398 16=-146 17=-1641 18=-910(B) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-80, 5-7=-155, 1-8=-10 Concentrated Loads (lb) Vert: 13=-22 14=-353 16=-139 17=-1522 18=-750(B ) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 5-7=-95, 1-8=-30 Concentrated Loads (lb) Vert:13=-36 14=-360 16=-212 17=-1214,18=-517(B) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=40, 5-15=-9; 7-15=-31, 1-12=37, 8-12=-6 Horz: 14=49, 4-5=-23, 7-8=38 Concentrated Loads (lb) Vert:13=727 14=506 16=247 17=1257 18=1114(B) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=35, 5-7=-g, 1-8=-6 Horz: 1-4=-43, 4-5=-55, 7-8=32 Concentrated Loads (Ib) Vert: 13=733 14=505 16=205 17=1224 18=1114 (B) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-24, 5-7=-97, 1-12=33, 8-12=-10 Horz: 1-4=4, 4-5=66, 7-8=15 Concentrated Loads (lb) Vert: 13=950 14=619 16=380 17=1360 18=1118(B) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=0, 5-7=-97, 1-8=-10 Horz: 1-4=-20, 4-5=-9, 7-8=-54 Concentrated Loads (lb) Vert:13=924 14=619 16=380 17=1360 18=1118(B) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=54, 5-7=-21, 1-12=37, 8-12=-6 Horz: 1-4=-62, 4-5=-73, 7-8=49 Concentrated Loads (Ib) Vert:13=734 14=521 16=229 17=1243 18=1114(B) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=31, 5-7=44, 1-8=6 Horz: 1-4=-39, 4-5=-51, 7-8=49 Concentrated Loads (lb) Vert:13=799 14=550 16=275 17=1278 18=1114(B) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-22, 5-7=-97, 1-12=33, 8-12=-10 Horz: 1-4=2, 4-5=13, 7-8=26 Concentrated Loads (lb) Vert:13=948 14=619 16=380 17=1360 18=1118(B) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-22, 5-7=-97, 1-8=-10 Horz: 1-4=2, 4-5=13, 7-8=26 Concentrated Loads (lb) Vert:13=948 14=619 16=380 17=1360 18=1118(B) 12) Dead + Uninhabitable Attic Storage: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-4=-20, 5-7=-95, 1-8=-10 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSf1TPl1 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Inforrrration available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947506 MYERS_RES FGR1 HALF HIP GIRDER 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:04 2022 Page 3 ID: Hp5o_2WIvN?XVjsKgjcgOdyURVz-bePJHOWUV 16COGzYL4Wx38CANfdfFtaUiP H?I?zhzQT LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=93 14=-217 16=-119 17=-870 18=-269(B ) 13) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-83, 5-7=-156, 1-12=22, 8-12=-10 Horz: 1-4=3, 4-5=49, 7-8= 12 Concentrated Loads (lb) Vert:13=760 14=445 16=278 17=957 18=765(B) 14) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-65, 5-7=-156, 1-8=-10 Horz: 1-4=-15, 4-5=-7, 7-8=41 Concentrated Loads (lb) Vert:13=741 14=445 16=278 17=957 18=765(B) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1 st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-81, 5-7=-156, 1-12=22, 8-12=-10 Horz: 1-4=1, 4-5=10, 7-8=20 Concentrated Loads (lb) Vert: 13=758 14=445 16=278 17=957 18=765(B) 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-81, 5-7=-156, 1-8=-10 Horz: 1-4=1. 4-5=10, 7-8=20 Concentrated Loads (lb) Vert:13=758 14=445 16=278 17=957 18=765(B) 17) 1 st Dead + Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-100, 5-7=-95, 1-8=-10 Concentrated Loads (lb) Vert: 13=-202 14=-502 16=-306 17=-1766 18=-910(B ) 18) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-20, 5-7=-175, 1-8=-10 Concentrated Loads (lb) Vert:13=-145 14=-398 16=-146 17=-1641 18=-910(B) 19) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-80, 5-7=-95, 1-8=-10 Concentrated Loads (lb) Vert:13=-128 14=431 16=-259 17=-1615 18=-750(B) 20) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14=-20, 5-7=-155, 1-8=-10 Concentrated Loads (lb) Vert: 13=-86 14=-353 16=-139 17=-1522 18=-750 (B) 21) Reversal: Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-100. 5-7=-175, 1-8=-10 Concentrated Loads (lb) Vert:13=384 14=-217 16=-119 17=-724 18=-269(B) 22) Reversal: Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-80, 5-7=-155, 1-8=-10 Concentrated Loads (lb) Vert:13=311 14=-217 16=-119 17=-724 18=-269(B) 23) Reversal: Dead + Uninhabitable Attic Storage: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-4=-20, 5-7=-95, 1-8=-10 Concentrated Loads (lb) Vert:13=93 14=-217 16=-119 17=-724 18=-269(B) 24) Reversal: 1st Dead + Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-100, 5-7=-95, 1-8=-10 Concentrated Loads (lb) Vert: 13=242 14=-217 16=-119 17=-724 18=-269(B) . 25) Reversal: 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-20, 5-7=-175, 1-8=-10 Concentrated Loads (lb) Vert:13=299 14=-217 16=-1 19 17=-724 18=-269(B) 26) Reversal: 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-80, 5-7=-95, 1-8=-10 Concentrated Loads (lb) Vert: 13=205 14=-217 16=-119 17=-724 18=-269(B) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, 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 avers I[ 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 ANSUTPif Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947506 MYERS_RES FGR1 HALF HIP GIRDER 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:04 2022 Page 4 ID: Hp5o_2WIvN?XVjsK9jcgOdyURVz-bePJHOWUV 16COGzYL4Wx3BCANfdfFlaUiPH?I?zhzQT LOAD CASE(S) Standard 27) Reversal: 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-20, 5-7=-155, 1-8=-10 Concentrated Loads (lb) Vert:13=248 14=-217 16=-119 17=-724 18=-269(8) 28) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=40, 5-15=-9, 7-15=-31, 1-12=37, 8-12=-6 Horz: 1-4=-49, 4-5=-23, 7-8=38 Concentrated Loads (lb) Vert: 13=-1002 14=-320 16=-212 17=-1210 18=-53(B ) 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=35, 5-7=-9, 1-8=-6 Horz: 1-4=-43, 4-5=-55, 7-B=-32 Concentrated Loads (lb) Vert: 13=-996 14=-320 16=-212 17=-1243 18=-53(B) 30) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-24, 5-7=-97, 1-12=33, 8-12=-10 Horz: 1-4=4, 4-5=66, 7-8=1 5 Concentrated Loads (lb) Vert: 13=-780 14=-241 16=-132 17=-1107 18=-49 (B ) 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=0, 5-7=-97, 1-8=-10 Horz: 1-4=-20, 4-5=-9, 7-8=-54 Concentrated Loads (lb) Vert:13=-805 14=-241 16=-132 17=-1107 18=-49(B) 32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=54, 5-7=-21, 1-12=37. B-12=-6 Horz: 1-4=-62, 4-5=-73, 7-8=49 Concentrated Loads (lb) Vert:13=-995 14=-320 16=-212 17=-1225 18=-53(B) 33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=31, 5-7=-44, 1-8=-6 Horz: 1-4=-39, 4-5=-51, 7-8=49 Concentrated Loads (lb) Vert: 13=-931 14=-310 16=-212 17=-1189 18=-53(B ) 34) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-22, 5-7=-97, 1-12=33, 8-12=-10 Horz: 1-4=2,4-5=13,7-8=26 Concentrated Loads (lb) Vert: 13=-782 14=-241 16=-132 17=-1107 18=-49(B) 35) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pll) Vert: 1-4=-22, 5-7=-97, 1-8=-10 Horz: 1-4=2, 4-5=13, 7-8=26 Concentrated Loads (lb) Vert:13=-782 14=-241 16=-132 17=-1107 18=-49(B) 36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-83, 5-7=-156, 1-12=22, 8-12=-10 Horz: 1-4=3, 4-5=49, 7-8=12 Concentrated Loads (lb) Vert: 13=-619 14=-317 16=-129 17=-1459 18=-49 (B ) 37) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-65, 5-7=-156, 1-8=-10 Horz: 1-4=-15, 4-5=-7, 7-8=-41 Concentrated Loads (lb) Vert:13=-638 14=-317 16=-129 17=-1459 18=49(B) 38) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1 sl Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 14=-81, 5-7=-156, 1-12=22, 8-12=-10 Horz: 1-4=1, 4-5=10, 7-8=20 Concentrated Loads (lb) Vert:13=-621 14=-317 16=-129 17=-1459 18=-49(B) 39) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 611912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947506 MYERS_RES FGR1 HALF HIP GIRDER 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-81, 5-7=-156, 1-8=-10 Horz: 14=1, 4-5=10, 7-8=20 Concentrated Loads (lb) Vert:13=-621 14=-317 16=-129 17=-1459 18=49(B) 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:04 2022 Page 5 I D: Hp5o_2WvN?XVjsK9jcgOdyU RVz-bePJHDWUVI6CUGZYL4Wx36CANfdfFtaUIPH?I?zhzQT ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947507 MYERS_RES FGR4 FLOOR 1 n Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:05 2022 Page 1 I D: Hp5o_2 W Iv N?XVjsK9jcgOdyURVz-3gziVMX6GcE3dQYkvn 1 Ab LI18310_Gndx3OZlSzhzQ S 2-7-3 1 5-0-9 7-6-0 9-11-7 12-4-13 + 15-0-0 2-7-3 2-5-7 2-5-7 2-5-7 2-5-7 2-7-3 1 4x12 = 6x12 MT20HS I I 1.5x8 STP = HHUS46 LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 2x4 II 5x8 = 2x4 II 5x8 = 2x4 II 4x12 = 8x12 = HHUS46 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 1-13,3-13,3-11,5-11,5-9,7-9: 2x4 SP No.1 Scale = 1:26.9 3x8 II 6x8 = HHUS46 3x8 If HHUS46 8x12 = 6x12 MT20HS II HHUS46 HHUS46 HHUS46 CSI. DEFL. in (loc) Udef1 L/d PLATES GRIP TC 0.95 Vert(LL) -0.26 11 >674 360 MT20 244/190 BC 0.71 Vert(CT) -0.36 11 >493 240 MT20HS. 187/143 WB 0.92 Horz(CT) 0.05 8 n/a n/a Matrix-SH Weight: 176 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 14=0-7-4, 8=0-4-0 Max Grav 14=5750(LC 1), 8=5279(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-4725/0, 1-2=-8851/0, 2-3=-8851/0, 3-4=-15736/0, 4-5=-15736/0, 5-6=-8711/0, 6-7=-8711/0, 7-8=-4661/0 BOT CHORD 13-14=0/349, 12-13=0/14436, 11-12=0/14436, 10-11=0/14371, 9-10=0114371, 8-9=0/322 WEBS 1-13=0/9610, 3-13=-6313/0, 3-12=011908, 3-11=0/1469, 5-11=011543, 5-10=0/1917, 5-9=-6398/0, 7-9=0/9483 NOTES- (7) 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 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-11 2x4 - 1 row at 0-2-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) All plates are MT20 plates unless otherwise indicated. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Use Simpson Strong -Tie HHUS46 (14-1 Od Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-1-12 from the left end to 13-1-12 to connect truss(es) to front face of bottom chord. 6) Fill all nail holes where hanger is in contact with lumber. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-100, 8-14=-10 Concentrated Loads (lb) Vert: 12=-1344(F) 15=-1344(F)16=-1344(F) 17=-1344(F) 18=-1344(F)19=-1344(F) 20=-1344(F) PpUIN .` J�• •••EN• F1♦♦ No 68182 r � � 'O : • it ST OF 11111 Joaquin Velez PE No.68182 MRek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSIfTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947508 MYERS_RES FT Floor 7 1 Job Reference (optional) isunaers virstbource l I ampa, r-y, I ampa, t-L - 660b4, 0-3-8 H 2-6-0 1�0� 2 3x6 FP = 4x6 11 5x6 11 2 3 4 5 6 mt-ou S uec b zuzi Nil I eK Inoustrles, Inc. I nu t-eD Z4 Ud:L n:UO LULL rage l ID: Hp5o_2WIvN?XVjsK9jcgOdyU RVz-X1 X4iiXI0wMwFa7wTUYP8ZIVxTKwjnTnAjm6qurtlzQR 2H 5 6 i2-0-0 11 Scale = 1:42.7 46 11 3x6 FP = 46 11 6x8 = 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 7x10 = 4x6 11 3x8 MT20HS FP = 6x8 = 3x8 MT20HS FP = 4x6 11 5x8 = 5x6 11 023�8 4-2-6 5-2-6 %M 16-6-4 171-4 18-6-4 25-0-8 0-3 8 3-10-14 1-0-0 1-0-0 10-3-14 1-0-0 1-0-0 6-6-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.48 18-20 >621 360 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(CT) -0.66 18-20 >447 240 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) -0.00 15 n/a n/a BCDL 5.0 Code FBC2020rrP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.1(flat) *Except* TOP CHORD 8-14,5-14: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31(flat) *Except` BOT CHORD 15-21,15-19:2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) *Except' 1-24,6-22,6-20,9-20,13-15,13-16: 2x4 SP No.2(flat) REACTIONS. (size) 15=Mechanical, 1=0-3-0 Max Grav 15=1354(LC 1), 1=1354(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2164/0, 2-3=-2164/0, 3-4=-3794/0, 4-6=-3794/0, 6-7=-5890/0, 7-9=-5890/0, 9-10=-4984/0, 10-11=-4984/0, 11-12=-3826/0, 12-13=-3826/0 BOT CHORD 23-24=0/3794, 22-23=0/3794, 20-22=0/5313, 18-20=0/5833, 17-18=0/4984, 16-17=0/4984, 15-16=0/2214 WEBS 3-23=0/969, 4-22=0/399, 11-17=0/612, 1-24=0/2460, 2-24=01507, 3-24=-2625/0, 6-22=-1797/0. 6-20=0/709, 9-18=-1151/0, 13-15=-2530/0, 13-16=0/1843, 12-16=0/355, 11-16=-1875/0 PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 197 lb FT = 20%F, 11 %E Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 18-20,17-18. NOTES- (8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 4) Refer to girder(s) for truss to truss connections. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Old (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. 8) 'This manufactured product is designed as an individyal building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." %%. PptU 1 N No 68182 r � S40 11111111110 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability ofdesign parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947509 MYERS_RES FT1 Floor 1 1 Job Reference (optional) rsuuaers rirstaource I I ampa, r-Ll, i ampa, rL - JJaov, 0-3-8 2-6-0 1-0-6 2-0-0 2-3-6 4x6 11 1.5x3 11 1 2 3 4 1.5x3 II 5 6 O.VJUJ UCU VLVLI IVIIICR II %J. ID: Hp5o_2wvN?XVjsK9jcgOdyURVz-OD5Sw2YNnDUntki7l C4ehmgkgsl2SGQwPNVgMKzhzQQ 2` Opp ' Stale= 1:38.4 3x6 = 3x6 FP = 1.5x3 11 1.50 11 4x6 11 7 8 9 10 11 12 13 o m 1 1.5x3 11 3x6 = 1.5x3 11 3x6 FP = 3x8 = 1.5x3 11 1.5x3 11 !1 -6 5-2-6 6-2-6 11-2-0 -10-14 1-0-0 1-0-0 4-11-1C 1:0-3-O.Edael. I4:0-1-8.Edael. r7:0-1-8.Edoel. I10:0-1- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.09 16-17 >999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.55 Vert(CT) -0.10 16-17 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) -0.02 18 n/a n/a BCDL 5.0 Code FBC2020lrP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP N0.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flal) WEBS 2x4 SP No.3(flal) BOT CHORD REACTIONS. (size) 1=0-3-0, 13=0-3-8, 18=0-4-0 Max Gram 1=537(LC 10), 13=481(LC 7). 18=1419(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-694/0, 3-4=-690/0, 4-5=-836/25, 5-6=-836/25, 6-7=0/907, 7-9=-321/112, 9-10=-321/112, 10-11=-653/0, 11-13=-656/0 BOT CHORD 21-22=-25/836, 20-21=-25/836, 18-20=-306/473, 17-18=-907/0, 16-17=0/653, 15-16=0/653 WEBS 5-20=-279/0, 7-18=-821/0, 1-22=0/792, 3-22=-271/0, 6-18=-1112/0, 6-20=0/638, 7-17=011095, 9-17=-296/0, 13-15=0/749, 11-15=-300/0, 10-17=-531/0 PLATES GRIP MT20 244/190 Weight: 117lb FT=20%F,11%E Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Old (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." `ii\11111111I, ,%%.OPpUIN `�,�•.��CENSF.1�.��� No 68182 • r :9•� OF :�� ;�O ; �.4u Joaquin Velez PE No.68182 Mrfek USA, Inc..FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 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 ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_RES T26947510 MYERS_RES FT1A Floor 1 1 Job Reference (optional) builders hlrstSource ( I ampa, t-L), I ampa, f-L - 33bb4, 0-3-8 H 21 6-0 1F �� 2-1-141 4x6 II 1.50 II 1 2 3 4 5 mo iu s uec b ZUZ1 IVII I eK Incustnes, Inc. I nu reo Z4 ua:Z i:uo Zuzz rage I ID:Hp5o 2WIvN?XVjsK9jcgOdyURVz-UPeg7OZ?YXceUIHJavbtD_NsLGOCBIM4d1FDvmzhZQP 2-0-0 2-6-8 2A-4 0g Scale=1:39.1 1.5x3 11 3x6 FP = 1.5x3 11 1.5x3 11 4x6 I I 6 7 8 9 10 11 12 13 1.5x3 11 3x6 = 1.5x3 11 3x8 MT20HS FP = 3x6 11 3x8 = 1.5x3 11 1.5x3 11 3x6 11 11-2-0 0 3- 4-2-6 5-2-6 6-5-12 9.1-4 10-1-4 11-1-4 16-6-4 17-0-4 18-6-4 21-7-8 21 11 8 0-3- 3.10-14 1-0-0 1-3-6 2.7-8 1-0.0 1-0-0 5-0-4 1-D-0 1-0-0 3-1-4 -4- 0-0-12 Plate Offsets (X,Y)-- [1:0-3-0,Edge], [4:0-1-8,Edge], [5:0-1-8,Edge], [7:0-1-8,Edge], [10:0-1-8,Edge], [13:0-3-0,Edge], [15:0-1-8,Edge], [17:0-3-4,Edge], [18:0-3-0,0-0-0], [21:0-1-8,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.77 Vert(LL) -0.22 19-21 >589 360 MT20 244/190 TCDL 10.0 Lumber-DOL 1.00 BC 0.85 Vert(CT) -0.30 19-21 >435 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) -0.04 18 n/a n/a BCDL 5.0 Code FBC20201TP12014 Matrix-SH Weight: 125 lb FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) *Except* except end verticals. 20-24: 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 6-0-0 oc bracing: 18-19.17-18. REACTIONS. (size) 1=0-3-0, 13=0-3-8, 18=0-4-0 Max Grav 1=580(LC 10), 13=492(LC 1), 18=1330(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-760/0, 3-4=-756/0, 4-5=-981/0, 5-6=-293/421, 6-7=-293/421, 7-9=-270/0, 9-10=-322/0, 10-11=-686/0, 11-13=-689/0 BOT CHORD 22-23=0/981, 21-22=0/981, 19-21=0/981, 18-19=-421/293, 17-18=-421/293, 16-17=0/687, 15-16=0/686 WEBS 7-18=-634/0, 1-23=0/868, 4-23=-376/104, 5-19=-1091/0, 7-17=-237/812, 9-17=-290/8, 13-15=0/787, 11-15=-307/0, 10-17=-457/0 NOTES- (7) %%J111111111j 1) Unbalanced floor live loads have been considered for this design. 2) All MT20 indicated. ��� U N V Q plates are plates unless otherwise <��� � , Q` ........ ,6, i. 3) All plates are 3x4 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. ��` ,0 ' E S�'•,� ���� Strongbacks to be attached to walls at their outer ends or restrained by other means. ; ,.'�\ NO 68182 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. •� 6) CAUTION, Do not erect truss backwards. * 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." = � ST OF :��/� 0-0'.. .,c� .P ,O R , Q \�,�. ss��% nn1 Joaquin Velez PE No.68182 Wek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 ANSIITP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947511 MYERS_RES FT2 Floor 1 1 Job Reference (optional) Buuaers FirsiSource (I ampa, FL), ampa, FL - 33564, 8.530 s Dec o 202 i MI 1 ek m0usmes, roc. Thu Feb 24 09:21:09 2022 rage 1 ID: Hp5o_2WIvN?XVjsK9jcgOdyURVz-ybCCLkadJrkV61 sV8d66mBv2xgKywAWDsh_mRDzhzQ0 0-3-8 H i2-6-0 1-0-6 2-1-14 2-0-0 2-1-8 I I� 2-0-0 Or�12 041 � '� tale = 1:38.2 3x4 = 4x6 11 3x4 = 3x4 = 1 2 3 4 3x6 = 3x4 = 3x4 = 3x6 FP = 4x6 = 3x4 = 46 11 5 6 7 8 9 10 11 1213 14 15 3x8 = 3x6 11 4x6 11 3x6 FP = 3x6 11 4x6 11 3x6 11 46 11 3x4 = 11-2-0 Or3-� 4-2-6 5-2-6 9-1-4 10-1-4 11-1-4 13-5-0 16-6-4 17-6-4 1&6-4 21-7-6 21r11r8 0-3- 3-10-14 1-0-0 3-10.14 1-0-0 1-0-0 2-3-0 3-1-4 1-0.0 0 3-1.4 0.4-0 0-0-12 Plate Offsets (X,Y)— [1:0-3-0,Edge], [4:0-1-8,Edge], [6:0-1-8,Edge], [8:0-1-8,Edge], [15:0-3-0,Edge], [17:0-1-8,Edge], [19:0-1-8,Edge], [21:0-3-0,Edge], [24:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.21 22-24 >610 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(CT) -0.29 22-24 >446 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) -0.03 20 n/a ' n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-SH Weight: 137lb FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 21-22 6-0-0 oc bracing: 20-21. REACTIONS. All bearings 0-3-0 except Qt=length) 15=0-3-8, 21=04-0, 20=0-6-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) except 1=642(LC 5), 15=432(LC 5), 21=467(LC 3), 20=964(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-962/0, 3-4=-940/0, 4-5=-1258/0, 5-6=-125810, 6-7=-700/0, 7-8=-700/0, 8-10=0/316, 10-11=-531/0, 11-12=-535/0, 12-13=-535/0, 13-15=-538/0 BOT CHORD 25-26=011258, 24-25=011258, 22-24=0/700, 21-22=0/700, 20-21=-316/0, 19-20=0/507, 18-19=0/536,17-18=0/535 WEBS 4-25=0/332, 5-24=-269/0, 6-22=-468/0, 7-21=-344/0, 8-20=-827/0, 1-26=0/1073, 4-26=-64010, 6-24=0/668, B-21=011150, 10-20=-731/0, 15-17=01614 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x3 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 0 `�111111111I/�, ,`%�oP°v�N %.J . GENg No 68182 � r ST OF :�4/ A11 EC1`%%� Joaquln Velez PE No.68182 Welk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 ANSI/rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947512 MYERS_RES FT3 Floor 1 1 Job Reference (optional) tsulaers rirstbource ( I ampa, f-L), I ampa, t-L - &=4, 0-3-8 Hi 260 1F O6 2-00� 11� O114 ts.Dsu s Uec D LUL-I IVII I eK InDUslrles, Inc. I nU r-eD 44 ue;z 1: I I GULL rage 1 ID:Hp5o_2WIvN?XVjsK9jcgOdyURVz-u_KzlPbtrS_DLL?uG28arc?OZU1 Z05wWJ?TtV5zhzQM 2 0-4- I� S le = 1:37.6 3x4 = 3x4 = 46 11 3x4 = 3x4 = 3x4 = 3x4 = 3x6 FP = 46 = 3x4 = 3x6 11 1 2 3 4 5 6 7 8 9 10 11 1213 14 15 3x8 = 3x6 = 3x6 FP = 3x6 = 4x6 = 3x4 = 17-6-4 21-7-8 LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2020rrP12014 CSI. TC 0.70 BC 0.90 WB 0.49 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d -0.13 22-23 >999 360 -0.17 22-23 >B99 240 0.02 20 n/a n/a PLATES GRIP MT20 244/190 Weight: 121 lb FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)., 1=0-3-0, 15=0-3-8, 20=0-6-0 Max Grav 1=667(LC 3), 15=411(LC 4), 20=1332(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-899/0, 3-4=-895/0, 4-5=-124310, 5-6=-1239/0, 6-7=-123910, 7-9=0/621, 9-10=0/621, 10-11=-476/45, 11-12=-476/45, 12-13=-476/45, 13-15=-480/45 BOT CHORD 24-25=0/1243, 23-24=0/1243, 22-23=0/1243, 20-22=0/635, 19-20=-147/414, 18-19=45/476, 17-18=-45/476 WEBS 11-19=-354/0, 9-20=-276/0, 1-25=0/1027, 4-25=-645/0, 7-20=-1242/0, 7-22=0/760, 6-22=-289/0, 10-20=-785/0, 10-19=0/448, 15-17=-52/547 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x3 MT20 unless otherwise indicated. `,'11I ��#it, 3) Recommend Strongbacks toxbe artta9hed to wallsbacks, on dat theirced outeroroc restrainedrest afned by othed fastened r meaneach s. with 3-10d (0.131" X 3") nails. ,,,NOPQUIN 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ., 5) CAUTION, Do not erect truss backwards. ��� , •' �� C' N &,C4 .. �10 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any 1. particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." No 68182 : 3 S OF • �/� Joaquln Velez PE No.68182 MiTek USA, Inc..FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11IP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply Jessica Myers_MYERS RES T26947513 MYERS_RES FT4 Floor 1 1 Job Reference (optional) tsu icers rlrstsource L I ampa, rL), I ampa, rL - 33D64, 0-3-8 H 2-6-0 2-5-12 3x6 II 3x4 = 3x4 = 1.5x3 11 1 2 3 3x4 = 4 ts.bsu s uec t) zuzi hill I eK Inaustrles, Inc. I nu reD L4 U`J:Z 1:IG LULL rage -I I D: Hp5o_2 W Iv N?XVjsK9jcq OdyU RVz-MAu LzlcVcm64zVa4plfpOgXeJ tZr7bRfYf D R2YzhzQL 4x6 = 1.5x3 II 5 6 4I Scale: 1/2"=1' 1.5x3 II 3x4 = 3x4 = 4x6 II 7 8 9 o m 1.5x3 11 3x6 = 3x4 = 4x6 = 3x4 = 1.5x3 11 3-9-b LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber-DOL 1.00 Rep Stress Incr YES Code FBC2020rrP12014 CSI. TC 0.38 BC 0.19 .11 0.28 Matrix-SH DEFL. in (loc) I/deft L/d Vert(LL) -0.02 11 >999 360 Vert(CT) -0.02 10-11 >999 240 Horc(CT) -0.00 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 78Ito FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. REACTIONS. (size) 1=0-3-0, 9=0-3-8, 13=0-6-0 Max Grav 1=308(LC 8), 9=426(LC 4), 13=852(LC 7) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-325/0, 3-4=-321/0, 4-5=-99/263, 5-6=-514/0, 6-7=-514/0, 7-9=-517/0 BOT CHORD 13-14=-263/99, 12-13=0/464, 11-12=0/514 WEBS 6-12=-252/0, 4-13=-501/0, 1-14=0/369, 3-14=-288/0, 4-14=01453, 5-13=-642/0, 5-12=01301, 9-11=0/590, 7-11=-266/0 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. %% J11)11� 11/, 4) CAUTION, Do not erect truss backwards. `%% / 5) "This manufactured product is designed as an individual building component. The suitability and use of this component for any ,�� PQV N particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." �� ,� .•� Ci E N S. •• `� ,��� No 68182 . �3 STFri OF :�4U �`' ,O N AL EEC? Jdaquln Velez PE No.68182 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with 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 ANSYTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20501 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947514 MYERS_RES FT5 Floor 1 1 Job Reference (optional) tsunuers rlrstoource I. I ampa, I-L), I ampa, rL - S6004, B.OSU 5 Uec O LUL I NII I eK InUU51rIe5, Inc. I nu reu L4 uy.z I : I L GULL rage I I D: Hp5o_2 W Iv N?XVjsK9j cq OdyU RVz-MAuLzlcVcm64zVa4plfpO gXdwtVe7amfYf D R2YzhzQ L 2-6-0 0.7-4 2-4-4 0� Scale = 1:16.7 1.5x3 11 46 = 1.5x3 11 1.50 II 3x4 = 3x4 = 4x6 11 1 2 3 4 5 6 3x4 = 3-4-4 i 4-4-4 B-5-8 8-9-8 I 3-4-4 1-0.0 1115-4-4 3-1-4 Plate Offsets (X,Y)-- [6:0-3-0,Edge], [8:0-1-8,Edge], [9:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.07 9-10 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.40 Vert(CT) -0.08 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.03 6 n/a n/a BCDL 5.0 Code FBC20201TPI2014 Matrix-SH Weight: 48 lb FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 10=0-6-0 Max Grav 6=458(LC 1), 10=458(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-592/0, 3-4=-59210, 4-6=-595/0 BOT CHORD .9-10=0/561, 8-9=0/592 WEBS 2-10=-654/0, 2-9=-21/278, 6-8=0/679, 4-8=-294/0 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 slrongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. `,,�� for any 5) art cular buThis iildinmanufactured isroduct theresponsibilityllinof the bui dind as an ldual desi nlertner ANSI TPIt1 as referenced bybility e of this thecode." P 9 9 9 P Y 9 � Q ///,, U N V�� /, Q` • �O cENs No 68182 0�:• S OF .� .��,,� • �� P \�,�. O R 1 O .,/ sS,o N 111111111110, Joaquin Velez PE ND.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must 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 ANSITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947515 MYERS_RES FT6 Floor 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 0-1-8 6x8 = 4-ibc3 0� 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:13 2022 Page 1 I D: H p5o_2 W Iv N?XVjsK9jcg0 dyU RVz-qN SjA5dBN3Fxbf9HNTA2w14m W Hw7sOFpnJy_a_zhzQK 3x4 = 3x4 = 3x6 II 0_� Scale = 1:11.1 3-3-8 04-0 Plate Offsets (X,Y)— [1:Edge,0-1-81, [1:0-1-8,0-0-81, [7:0-3-8,Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.00 5-6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.06 Vert(CT) -0.01 5-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-P Weight: 27lb FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) *Except* TOP CHORD 1-4: 2x4 SP M 31(flat) BOT CHORD 2x4 SP No.2(flat) BOT CHORD WEBS 2x4 SP No.3(flat) REACTIONS. (size) 7=0-3-8, 4=0-3-8 Max Grav 7=585(LC 1), 4=585(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-585/0, 1-2=-270/0, 2-4=-282/0 WEBS 4-6=0/310, 2-6=-1006/0, 1-6=0/914 Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (5) 1) Girder carries tie-in span(s): 12-0-0 from 0-0-0 to 3-3-8 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. 5) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-7=-10, 1-4=-367 PQUIN OVF��,� E NSA.?,".0 No 68182 r r . . j :1S OF '4U nl Joaquin Velez PE No.68182 MTek USA, Mr._FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 new: February 25,2022 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 611912020 BEFORE USE. Design valid for use only with 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 Welk'is ahvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPH Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947516 MYERS_RES FTGR FLOOR GIRDER 1 1 Job Reference (optional) tsuuuers rimiouurce l l ampa, rL1, I ampa, rL - aJ004, 2-6-0 1.5x3 II 4x12 = 1 11 2 12 10 6x8 = O.UJU J UCU O LVG 1 IVII I CR II �ayc ID:Hp5o_2WIvN?XV sK9jcgOdyU RVz-gNSjA5d8N3Fxbf9HNTA2w14m9Hm NstXpnJy_a_zhzQK 1-0-8 1.5x3 II 3x6 = 3 13 4 9 6x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lld TCLL 40.0 Plate Grip DOL 1%0 TC 0.57 Vert(LL) -0.11 8-9 >999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(CT) -0.16 8-9 >879 240 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(CT) 0.03 7 n/a nla BCDL 5.0 Code FBC2020/TPI2014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP M 31(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) *Except* BOT CHORD 6-8: 2x4 SP No.2(flat) REACTIONS. (size) 7=Mechanical, 10=Mechanical Max Grav 7=2054(LC 1), 10=1788(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-2046/0, 2-3=-4325/0, 3-4=-4325/0, 4-5=-1965/0, 5-6=-1965/0 BOT CHORD 9-10=013245, 8-9=0/3966 WEBS 2-10=-3599/0, 2-9=0/1198, 3-9=-648/0, 4-9=0/398, 4-8=-2220/0, 5-8=-1076/0, 6-8=0/2854 Scale = 1:19.7 1.5x3 II 6x8 = 14 5 6 8 7 8x12 = 3x6 11 PLATES GRIP MT20 244/190 Weight: 76 lb FT = 20%F, 11 %E Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (3) 1) Refer to girder(s) for truss to truss connections. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-10=-10, 1-6=-100 Concentrated Loads (lb) Vert: 2=-358 4=-392 5=-485 11=326 12=-311 13=-332 14=-381 11111111111///,� 'S . DENS. 110 •���� •�'� F•0 No 68182 �-Q; S OF 44/� Joaquln Velez PE No.68182 Welk USA, Inc. FL Cart 6634 69114 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 AiTek� 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 iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947517 MYERS_RES FTGR1 Floor Girder 1 1 Job Reference (optional) tsunaers rlrscn ource (I ampa, t-L), I ampa, rL - 56=4. 0-3-8 H H2-6-0 1-0-6 2-0-0 2-3-6 3x6 FP = 4x6 11 1 2 3 4 5 6 daaU s Uec o ZUZ I Ivu I ex Inousmes, Inc. I nu reo z4 uv:z I: i o zinc rage I ID:Hp5o 2WIvN7XVsK9jcgOdyURVz-nlZTbneOvhVegyJfVtDW?S93f5SQKp36EdR5eszhzQl 3x6 FP = 6x8 = 7 8 9 2�2 0_� 7 g8 01 0-k8c 'Scale = 1:43.6 THA422 8x14 MT20HS = 46 II 1.5x3 = 10 11 12 13 14 15 27 0 ao r? 6 26 25 24 23 22 21 20 19 18 17 16 6x8 = 3x6 FP = 6x8 = 6x8 = 4x6 11 6x8 11 6x8 = 3x6 FP = Or3i8 11-2-0 21-9-12 25-3-8 0.3-8 10-10-8 10-7-12 Plate Offsets (X,Y)-- [1:0-3-0,Edge], [4:0-3-0,Edge], [9:0-3-8,Edge], [11:0-3-0,0-0-0], [18:0-3-0,Edge], (19:0-1-8,Edge], [27:0-1-8,0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.76 Vert(LL) -0.19 17-18 >895 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(CT) -0.26 17-18 >650 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(CT) 0.02 16 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-SH Weight: 201lb FT=20%F,11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) 'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, 5-15,8-15: 2x4 SP No.1(flat) except end verticals. BOT CHORD 2x4 SP No.2(flat) 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 16-22,16-20: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) *Except* 1-25,6-21,9-21,9-19,12-18,14-16: 2x4 SP No.2(flat) REACTIONS. (size) 16=0-3-8, 1=0-3-0, 21=0-4-0 Max Grav 16=2233(LC 4), 1=561(LC 10), 21=1945(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-796/0, 2-3=-796/0, 3-4=-993/0, 4-6=-993/0, 6-7=0/529, 7-9=0/529, 9-10=-3700/0, 10-1 1=-3700/0,11-12=-3700/0, 12-13=-4643/0, 13-14=-4643/0 BOT CHORD 24-25=0/993, 23-24=0/993, 21-23=0/628, 19-21=0/1785, 18-19=013700, 17-18=0/4801, 16-17=0/3902 WEBS 13-17=-1269/0,10-19=-750/0, 1 1-18=0/433, 7-21=-357/0, 1-25=0/904,2-25=-260/18, 3-25=-332/0, 6-21 =-1 022/0, 6-23=0/545, 9-21=-2309/0, 9-19=0/2285, 12-18=-153910, 12-17=-372/6, 14-16=-4367/0, 14-17=0/1624 lllllllll//I NOTES- (10) �<�♦ 1) Unbalanced floor live loads have been considered for this design. ,`,�OPQU1N % �j ,,•��C E IV 5+�. ���� 2) All plates are MT20 plates unless otherwise indicated. :� 3) All plates are 3x6 MT20 unless otherwise indicated. 4) Recommend 2x6 slrongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. NO 68182 * �• 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards.AM 7) Use Simpson Strong -Tie THA422 (6-16d Girder, 6-10d Truss) or equivalent at 21-9-12 from the left end to connect truss(es) to front •� T O F face of top chord. 8) Fill all nail holes where hanger is in contact with lumber. .5' .0�' 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). "This � `40 O R % Q ••' �N �j� sS • • • • 10) manufactured product is designed as an individual building component. The suitability and use of this component for any • • • • � particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ��,� N A��% � �% LOAD CASE(S) Standard Joaquin Velez PE No.68182 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 MITek USA, Inc. FL Cert 6634 Uniform Loads (plf) 6904 Parke East Blvd. Tampa FL 33610 Vert: 16-26=-10, 1-15=-100 Date: February 25,2022 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M�Tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947517 MYERS_RES FTGR1 Floor Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 6.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:15 2022 Page 2 I D: Hp5o_2WIvN?XVjsK9jcgOdyU RVz-nlZlbneOvhVegyJfVIDW?S93f5SQKp36EdR5eszhzQ I LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=-1954(F) ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947518 MYERS_RES G1F Roof Special 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:16 2022 Page 1 ID: Hp5o_2WIvN?XVjsK9jcgOdyURVz-Fy7sp7fOg_dVS6u2bklYgiGmVsF3KXFTHBeBJzhzQH 2-4-0 6-4-0 8-8-0 15-0-0 3x4 11 Scale = 1:29.1 3x4 = 1.5x8 STP = 6x8 = 3x4 = 2-0-0 2-4-p 8-8-0 15-0-0 2-0-0 -a- 6-4-0 6-4-0 Plate Offsets (X,Y)-- [1:0-2-14,0-0-2) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.05 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.09 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-SH Weight: 75lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 6=Mechanical, 8=0-8-0 Max Horz 8=314(LC 11) Max Uplift 6=-288(LC 12), 8=-521(LC 12) Max Grav 6=447(LC 1), 8=652(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-571/95, 2-3=-428/90, 3-4=-753/608, 5-6=-178/311 BOT CHORD 1-8=-59/551, 7-8=-774/690, 6-7=-801/790 WEBS 2-8=-228/483, 3-8=-656/937, 3-7=-198/254, 4-6=-708/718 NOTES- (8) 1) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-4-0, Extedor(2E) 6-4-0 to 8-8-0, Interior(1) B-B-O to 14-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and o ons n; Lumber DOL=11.60 plate grip DOL=1.60 Pay IN Designer /Pr 2) Building Des jectl eng engshoineer responsible respnsble or verifying applied roof live load shown covers rain loading requirements specific ��% ........ 0 F to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. �� E !+ ♦�� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 68182 •� will fit between the bottom chord and any other members. * 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 288 lb uplift at joint 6 and 521 lb uplift at = .9 joint 8. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any - 0 �, S OF 44/ particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ♦♦ 0' • iC` P ,� At- nn Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE. Design valid for use only with 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Jessica Myers_MYERS RES T26947519 MYERS_RES G2F Roof Special 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564. 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:17 2022 Page 1 ID: Hp5o_2WIvN?XVjsK9jcgOdyURVz-j6hEOTgeRIIM3GT2clF_5tFQQuD5opHOixwBjlzhzQG 2-4-0 8-4-0 10-8-0 15-0-0 2x4 11 Scale = 1:29.1 5x8 = 1.5x8 STP = 6x8 = 3x6 11 2-0-0 2-4-Q B-4-0 15-0-0 2-6-0 6-0-0 6-M Plate Offsets (X,Y)-- (1:0-2-14,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.04 6-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.09 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 77 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-5-7 oc bracing. REACTIONS. (size) 6=Mechanical, 8=0-8-0 Max Horz 8=314(LC 11) Max Uplift 6=-288(LC 12), 8=-521(LC 12) Max Grav 6=447(LC 1), 8=652(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-447/23, 2-3=-611/470, 3-4=-590/500 BOT CHORD 1-8=-20/414, 7-8=-349/412, 6-7=-6221533 WEBS 2-8=-554/878, 2-7=-683/497, 3-7=-66/280, 4-6=-507/627 NOTES- (8) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-4-0, Exterior(2E) B-4-0 to 10-8-0, Interior(1) 10-8-0 to 14-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & ons shon; Lumber DOL=1.60 plate grip Droof N VF1[,1.�I�, 2) Building Designer /oProjectl eng neer responsible or verifying applied live load shown covers rain loading requirements specific ,�N�, O PQU to the use of this truss component. �� , C' E Ns 3) Provide adequate drainage to prevent water ponding. ��� ••� \ 'S, 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. No 68182 * : •� 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 288 lb uplift at joint 6 and 521 lb uplift at joint 8. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any O :• ST O F • : ��G; ' particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." • Q• `� • < N ��� R%O %% s�O E18011 N A1. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 geneml guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947520 MYERS_RES G3F Roof Special 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MITek Industries, Inc. -I hu Feb 24 09:21:11 2U22 Page 1 ID: Hp5o_2WIVN?XVjsK9jcgOdyURVz-j8hEOTgeRIIM3GT2cIF_5tFKuuBroorOixwBjlzhzQG 2-4-0 10-4-0 12-8-0 15-0-0 2-4-0 8-0-0 2-4-0 24-0 2x4 11 Scale = 1:29.1 JXe 1.5x8 STP = 6x8 = 3x6 II 2-0-0 2-4-0 10-4-0 15-0-0 2-0-0 -4- 8-0-0 4-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.09 7-8 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.17 7-8 >862 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 8=0-8-0 Max Flom 8=314(LC 11) Max Uplift 6=-288(LC 12), 8=-521(LC 12) Max Grav 6=447(LC 1), 8=652(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-289/86, 2-3=-522/411, 3-4=-503/461 BOT CHORD 1-8=-94/290, 7-8=-536/596, 6-7=-372/332 WEBS 2-8=-526/925, 2-7=-411/266, 3-7=-188/472, 4-7=-482/395, 4-6=-433/527 PLATES GRIP MT20 2441190 Weight: 80 lb FT = 20% TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-0-13 oc bracing. NOTES- (8) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-4-0, Exterior(2E) 10-4-0 to 12-6-0, Interior(1) 12-6-0 to 14-10-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 288 lb uplift at joint 6 and 521 lb uplift at joint 8. 8) "This manufactured product is designed as an individual building Component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ,,��111111/1III No 68182 :� • S OF : 41J R %%% Joaquln Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not° a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall l� Tek° 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 1y'�'i fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947521 MYERS_RES G4F Half Hip 1 1 Jab Reference o tional Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:18 2022 Page 1 ID: Hp5o_2WIvN?XVjsK9jcgOdyU RVz-BKFcDohGCctDhQ2EAOmDd5newlThXHFYwbglFBzhzQF 2-4-0 7-4-0 12-4-0 15-0-0 2-4-0 5-0-0 5-0-0 2-8-0 5x8 = Scale = 1:29.2 2x4 11 1.5x8 STP = 6x8 = 5x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020rrP12014 CSI. TC 0.44 BC 0.74 WB 0.32 Matrix-SH DEFL. in Vert(LL) -0.19 Vert(CT) -0.39 Horz(CT) -0.01 (loc) Udell L/d 7-8 >779 240 7-8 >388 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 81lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-2-15 oc bracing. REACTIONS. (size) 6=Mechanical, 8=0-8-0 Max Horz 8=31 O(LC 9) Max Uplift 6=-295(LC 9), 8=-521(LC 12) Max Grav 6=447(LC 1), 8=652(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-630/0, 2-3=-487/0, 3-4=-365/289 BOT CHORD 1-8=0/604, 7-8=-871/680, 6-7=-402/383 WEBS 2-8=-202/428, 3-8=-537/1031, 3-7=-338/519, 4-7=-121/419, 4-6=-544/598 NOTES- (8) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Inter or(1) 3-0-0 to 12-4-0, Exterior(2E) 12-4-0 to 14-10-4 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 2) Building Designer / Project engineer responsible or verifying applied roof live load shown covers rain loading requirements specific PQU I N V�,4-'.- to the use of this truss component. ,�. . G E N ••'• 3) Provide adequate drainage to prevent water ponding. '�� S�•.•• 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` `` ; No 68182 This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. * �� •� 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 295 lb uplift at joint 6 and 521 lb uplift at = .� joint 8. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any i �: O F �[Y � • particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ��0 A Joaquln Velez PE No.68182 Mrrek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not , a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36510 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947522 MYERS_RES G5F Half Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 2-4-0 8-7-2 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:19 2022 Page 1 I D:Hp5o_2WIvN?XVjsK9jcgOdyURVz-fXp_RShuzv?4JadQkjHSAIKm2itLGhgh9FP InezhZQE 14-4-0 .15-0-0. , 4x6 11 Scale = 1:31.2 4 1.5x8 STP = 4x6 = 6x8 = 3x6 11 , 2-0-00 2-4-Q 8-7-2 15-0-0 2-0--4- 6-3-2 6-4-14 Plate Offsets (X,Y)-- [1:0-2-14,0-0-21 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.04 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.09 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 76lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 7=0-8-0 Max Horz 7=370(LC 11) Max Uplift 5=-292(LC 12), 7=-517(LC 12) Max Grav 5=447(LC 1), 7=652(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-496/40, 2-3=-652/464, 4-5=-163/286 BOT CHORD 1-7=-9/468, 6-7=-343/435, 5-6=-698/714 WEBS 2-7=-543/847, 2-6=-741/565, 3-5=-636/631 NOTES- (7) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-10-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,�•%%PauIN V ��',�I♦♦ to the use of this truss component. F 3) This truss has been designed far a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�� , •' �\ G E N S�' ♦♦� 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. No 68182 5) Refer to girder(s) for truss to truss connections. * �� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 Ito uplift at joint 5 and 517 lb uplift at joint 7. = 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." O••• S O F �441; nm Joaquln Velez PE No:68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• 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 ANSIti quality Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947523 MYERS_RES GSF Monopitch 3 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.b30 9 Dec 8 2U21 MI I eK Industries, Inc. I nu Feb 24 Uy:21:1 y 2U12 11age 1 ID: Hp5o_2WvN?XVjsK9jcgOdyU RVz-fXp_RBhuzv?4JadQkjHSAlKmsitFGgUh9FP InezhZQE 2-4-0 8-6-4 15-0-0 , 2-4-0 3x4 11 Scale = 1:32.5 7 1.5x8 STP = 4x6 = 5 6x8 = 3x6 11 2-0-0 2-4-Q 8-6-4 15-0-0 2-0-0 -4- 6-2-4 6-5-12 Plate Offsets (X,Y)-- [1:0-2-14,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.04 5-6 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.09 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-SH Weight: 76 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, 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. REACTIONS. (size) 5=Mechanical, 7=0-8-0 Max Horz 7=372(LC 9) Max Uplift 5=-292(LC 12), 7=-517(LC 12) Max Grav 5=447(LC 1). 7=652(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-503/47, 2-3=-656/467, 4-5=-166/290 BOT CHORD 1-7=-13/475, 6-7=-346/430, 5-6=-703/719 WEBS 2-7=-544/845, 2-6=-752/577, 3-5=-639/633 NOTES- (7) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-10-4 zone; Cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber `,`��11 f,, ��lding DOL=1.60 plate grip DOL=1.60 IN VF����I� 2) Building D signer P Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,�-.%` PQU % • �� �j to the Use of this truss component. ,� .....• E N SAC '•, ��� 3) This truss has been designed for a 10.0 per 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. No 68182 •� 5) Refer to girder(s) for truss to truss connections. * �� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 lb uplift at joint 5 and 517 lb uplift at joint 7. 'This = .Q 7) manufactured product is designed as an individual building component. The suitability and use of this component for any OF �,• STOOR particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." O ��; .0. ;0* , A14 P 10 `�� ,Iss�ONA ����`% nn� Joaquln Velez PE No.68182 MITek USA, Ine..FL Cert 6634 6984 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 ANS8TPI1 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947524 MYERS_RES GF Half Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:20 2022 Page 1 ID: Hp5o_2WIvN?XVjsK9jcgOdyURVz-7jNMeU iXjD7xxj BdHRohiVAzy6As?DlrOv9sK4zhzQD 6-0-0 9-0-0 10-6-0 ' 6-0-0 3-0-0 1-8-0 46 = 3x4 = Scale = 1:25.7 4x12 II 3x8 = 6 1.5x8 STP = 3x6 11 9-0-0 10-8-0 9-0-0 1-8-0 Plate Offsets (X Y)-- [1:0-3-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Veri(LL) -0.11 1-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.22 1-7 >576 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 64lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. SLIDER Left 2x8 SP 240OF 2.0E 3-2-7 REACTIONS. (size) 1=0-8-0, 6=Mechanical Max Horz 1=277(LC 9) Max Uplift 1=-242(LC 12), 6=-259(LC 12) Max Grav 1=389(LC 1), 6=389(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-497/539, 3-4=-292/264, 4-5=-281/274, 5-6=-510/604 BOT CHORD 1-7=-814/570 WEBS 3-7=-372/654, 5-7=-591/517 NOTES- (8) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30f ; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Extedor(2E) 9-0-0 to 10-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 242 lb uplift at joint 1 and 259 lb uplift at joint 6. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." oPQvi.. vF4, • . No 68182 r � : 3 S O F : 411 nn� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING - Veriy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design1s, 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 ofdesign 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 iVliTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES � T26947525 MYERS_RES GH7F Half Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:21 2022 Page 1 ID: Hp5o_2 WIvN?XVjsK9jcgOdyU RVz-bvxlsgj9UXFoYtmprBKwFjPBRWaKkci_dYuPswzhzQC 24-0 7-0-0 12-8-0 , 2-4-0 4-8-0 5-8-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 Special 5x8 = Scale = 1:22.2 NAILED NAILED 3x4 II 8 9 4 1.5x8 STP = Special 5x6 = 2x4 II SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TP12014 REACTIONS. (size) 5=Mechanical, 7=0-8-0 Max Horz 7=177(LC 5) Max Uplift 5=-405(LC 5), 7=-578(LC 8) Max Grav 5=513(LC 30), 7=652(LC 31) CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TC 0.49 Vert(LL) -0.03 5-6 >999 240 MT20 2441190 BC 0.36 Vert(CT) -0.07 5-6 >999 180 WB 0.47 Horz(CT) 0.01 5 n/a n/a Matrix-SH Weight: 60 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-762/488 BOT CHORD 5-6=-539/746 WEBS 2-7=-562/532, 2-6=-534/733, 3-6=-19/384, 3-5=-731/493 NOTES- (11) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30f; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 405 lb uplift at joint 5 and 578 lb uplift at joint 7. 8) 'NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 197 lb up at 7-0-0 on top chord, and 332 lb down and 130 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 1-5=-20 t{I1111Ioff� PQvIN vF�.. e� , •' GENS'•.����i No 68182 :-53 S OF .'41V ;�O�F •,off O R , P ����; ,� 1111 Joaquin Velez PE No.68182 MITek USA, Inc..FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, 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 I, brication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947525 MYERS_RES GH7F Half Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:21 2022 Page 2 ID: Hp5o_2WIvN?XVjsK9jcgOdyU RVz-bvxlsg9UXFoYtmpr8KwFjPBRWaKkci_dYuPsWzhzQC LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=14(B) 3=-32(B) 8=-32(B) 9=-32(B) 10=-6(B) 11=-6(B) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with 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?PIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947526 MYERS_RES GH9F Half Hip 1 1 Job Reference (optional) Builders FirslSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:22 2022 Page 1 ID:Hp5o_2WIvN?XVjsK9jcgOdyURVz-46V73AknFgNfA1L?Prr9nxyBZvuuT7e7rCeyOyzhzQB 7-0-0 10-8-0 ' 7-0-0 3-8-0 ' 5x8 = 2x4 II Scale = 1:21.9 3x12 MT20HS 11 zxv 11 5 1.5x8 STP = 6x8 = 7-0-0 10.8-0 _ 1 7-0-0 + 3-8-0 Plate Offsets (X,Y)— [1:0-3-8,Edgel, [3:0-5-4 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.07 1-6 >999 240 MT20 244/190 TCDL 7.0 LumberDOL' 1.25 BC 0.46 Vert(CT) -0.10 1-6 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-SH Weight: 58 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-1 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 240OF 2.0E 3-9-12 REACTIONS. (size) 1=0-8-0, 5=Mechanical Max Horz 1=227(LC 9) Max Uplift 1=-245(LC 12), 5=-274(LC 9) Max Grav 1=389(LC 1), 5=389(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-452/473 BOT CHORD 1-6=-665/494, 5-6=-666/501 WEBS 3-5=-553/783 NOTES- (9) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-0-0, Extedor(2E) 7-0-0 to `,1111111//j� zone; cantilever r exposed ; end vertical and 960 1 sio I left and right exposed;C-C for members and forces 8 MWFRS for VFl 4� DOL=1ft reactions shown; Lumbe4 plate grip DOLht ,,,�OPQVIN ��♦♦ 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific......... N .• to the use of this truss component.'•,• ♦♦ 3) Provide adequate drainage to prevent water ponding. No 68182 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * �• •� ' 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ! C 7) Refer to girder(s) for truss to truss connections. •� S O F 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 245 lb uplift at joint 1 and 274 lb uplift at O ; % joint 5. 9) "This manufactured is designed as an individual building component. The suitability and use of this component for any ♦ •A, ♦♦� 4 \ Q,•'• product particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." R % s1p N A� � 1111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 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 ANSVTPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20801 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947527 MYERS_RES GHF Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 2-4-0 2-0-0 2-4-0 8.530 s Dec 6 2U21 MI I eK Industries, Inc. I nu Feb 24 U5212J ZUZZ Rage 1 ID:Hp5o_2WIvN?XVjsK9jcgOdyU RVz-Yl2VHMPOBV WoBwCzZMOKBVROJAvCYrH4sNWwPzhzQA 3x4 v m 1.5x8 STP = 4x6 = 3x4 = 2-0-0 2-4-0 6-8-0 15-0-0 Scale = 1:29.0 Plate Offsets (X,Y)— [1:0-2-14,0-0-21,[5:0-0-13,0-1-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.15 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.31 6-7 >4B1 180 BCLL 0.0 Rep Stress Incr NO WE 0.36 Horz(CT) 0.02 6 n/a nla BCDL 10.0 Code FBC2020fTP12014 Matrix-SH Weight: 73lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 4-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 8=0-8-0 Max Hoe 8=314(LC 7) Max Uplift 6=-292(LC 8), 8=-542(LC 8) Max Grav 6=438(LC 28), 8=650(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-398/380, 2-3=-321/345, 3-4=-963/574 BOT CHORD 1-8=-326/385, 7-8=-433/581, 6-7=-620/1034 WEBS 3-8=-598/395, 3-7=-431/620, 4-7=-298/359, 4-6=-981/640 Structural wood sheathing directly applied or 5-8-13 oc pudins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 4-6 NOTES- (10) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph: TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 lb uplift at joint 6 and 542 lb uplift at joint 8. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 140 Ito down and 143 lb up at 4-4-0 on top chord, and 298 lb down and 316 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 1-6=-20 ,`1�11111111111, QUIN vE�,F•. No 68182 : 3 S OF : IIJ C? 111 Joaquin Velez PE No-68182 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 ANSLITPly Quality Criteria, DS1349 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947527 MYERS RES GHF Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33554, 8.530 s Dec 6 2U21 MI I ex Innustrles, Inc. I nu I -en, 24 Uy:Zl:Z3 ZU22 rage 2 ID: Hp5o_2 WIvN?XVjsK9jcgOdyU RVz-Yl2VHVAcPOBV WoBwCzZMOKBVROJAvCYrH4sNWwPzhzQA LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=56(B) 9=1 55(B) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual build ing 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 ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947528 MYERS_RES HJ5 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564. 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:23 2072 Page 1 ID: Hp5o_2WIvN?XVjsK9jcgOdyU RVz-Yl2VHVVkPOBV WoBwCzZMOK8WsJDcCc?H4sNvvwPzhzQA 7-0-2 3-3-4 LOADING (psf) SPACING- 2-0- ) CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.03 4-5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) 0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) 0.06 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=1-11-6 Max Horz 5=103(LC 4) Max Uplift 3=-43(LC 17), 4=-135(LC 1), 5=-750(LC 4) Max Grav 3=37(LC 13), 4=183(LC 4), 5=716(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-295/333 Scale = 1:13.2 PLATES GRIP MT20 244/190 Weight: 28 lb FT = 20% TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (9) 1) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-641 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3, 135 lb uplift at joint 4 and 750 Ito uplift at joint 5. 7) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead +'Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 1-4=-20 Concentrated Loads (Ib) Vert: 6=-6(F=-3, B=-3) 7=90(17=45, B=-45) 11111111///� OPQUIN v. 'GENS i� No 68182 ST OF 411 do Al "fil111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not Wit a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek 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/7PI1 Quality Criteria, DSB•89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947529 MYERS_RES HJ7 Diagonal Hip Girder 3 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 13.530 s Dec 6 2U21 MITeK Industries, Inc. I hu Feb 24 U9:21:24 2U22 I -age 1 ID:Hp5o_2WIvN?XVjsK9jcgOdyURVz-OUctUsll nSdNPLVOWGidtM1 gOjUZx1 IQJW73TrzhzQ9 3-2-9 5-3-15 7-6-0 9-10-1 3-2-9 2-1-7 2-2-1 2-4-1 8 V" NAILED 2x4 11 NAILED 2-8-14 3-2-9 7-6-0 9-6-9 8-10-1 2-8-14 0-5-10 4-3-8 2-0-9 3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.11 7-8 >685 240 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.10 7-8 >808 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC20201rP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP NO.1 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 8=0-11-5 Max Harz 8=151(LC 4) Max Uplift 4=-68(LC 20), 5=-119(LC 4). 8=-931(LC 4) Max Grav 4=50(LC 13), 5=315(LC 22), 8=1063(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-717/673, 2-3=-543/164 BOT CHORD 1-8=-620/710, 7-8=-620/559, 6-7=-183/495 WEBS 2-7=-453/587, 3-7=-336/454, 3-6=-667/247, 2-8=-528/474 PLATES GRIP MT20 244/190 Weight: 42 lb FT = 20% TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 4-11-2 oc bracing. NOTES- (10) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 4, 119 lb uplift at joint 5 and 931 lb uplift at joint 8. 7) "NAILED" indicates 3-1 Od (0.14B"x3") or 2-12d (0.14B"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 438 lb down and 419 lb up at 4-2-15, and 438 lb down and 419 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-54, 1-5=-20 Concentrated Loads (lb) Vert: 9=-6(F=-3, B=-3) 11=-90(F=-45, B=-45) 12=383(F=192, B=192) = 1:18.1 ,,1►111117///�,, `%%% oPQv I V�4F ,eI . � . GENS . �.- 41 • �'� F No 68182 �­0 S OF •41/' 00 40 11111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with 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 ANSITPII quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947530 MYERS_RES HJ7FF Diagonal Hip Girder 7 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:25 2022 Page 1 ID: Hp5o_2WIvN?XVjsK9jcgOdyURVz-UgAFiCmfYllE1 V4a4_OsPZarO7qugUcaXAsd?HzhzQB 5-3-15 7-6-0 9-10.1 5-3-15 2-2-1 8 V" NAILED 2x4 11 NAILED 2-8-9 3-2-4 7-6-0 9-6-9 8-10-1 2-8-9 0-5-11 4-3-12 2-0-9 - 81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) BCDL 10.0 Code FBC2020(rP12014 Matrix-SH I I I LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 8=0-11-5 Max Horz 8=151(LC 20) Max Uplift 4=-70(LC 20), 5=-99(LC 4), 8=-1001(LC 4) Max Grav 4=51(LC 13), 5=295(LC 22). 8=1124(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-657/667, 2-3=-511/177 BOT CHORD 1-8=-616/655, 7-8=-616/504, 6-7=-168/442 WEBS 2-8=-532/538, 2-7=-544/576, 3-7=290/407, 3-6=-596/226 in (loc) Ildefl L/d -0.09 7-8 >833 240 -0.08 7-8 >983 180 0.01 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 42 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc pudins. Rigid ceiling directly applied or 4-3-4 oc bracing. NOTES- (10) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 4, 99 lb uplift at joint 5 and 1001 lb uplift at joint 8. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NOS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 444 lb down and 419 lb up at 4-2-15, and 444 lb down and 419 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 1-5=-20 Concentrated Loads (lb) Vert: 9=-6(F=-3, B=-3) 10=4B(F=24, B=24) 11=-90(F=-45,,B=-45) 12=383(F=192, B=192) = 1:18.1 oPQ.. I N VF<cc �i �. J • ENS• •����. No 68182 r : 3 S O F : 14J i 0 • S/ONA� �` Joaquin Velez PE No.68182 MRek USA, Ina. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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/rplf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947531 MYERS_RES HJGF Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.b3U s Uec b ZU21 mi I eK mauslrles, Inc. I nu reD Z4 Uy:Z1:Z0 ZUZZ rage -I ID: Hp5o_2WIvN?XVjsK9jcgOdyU RVz-ytkevYnHJ3t5fefinehv5yn7vtX74PzRjmgcAXkzhzQ7 6-0-13 Scale: 1 "=1' 2-8-9 3-2-4 6-0-13 J 2-8-9 0-5-11 2-10-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.07 4-5 >433 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) 0.05 4-5 >551 180 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) 0.12 3 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-P Weight: 19lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-3-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-11-5 Max Horz 5=94(LC 4) Max Uplift 3=-67(LC 1), 4=-287(LC 17), 5=-994(LC 4) Max Grav 3=60(LC 24), 4=307(LC 20), 5=986(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-398/394 NOTES- (10) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25f; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=o.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * ,�11111111//j 4) is truss has been load of 20.0psf n the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Thfit for a lany N �F� will between the botdtomesigned c hord andother members.ive ,,N�OPQUI ♦♦♦ 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing capable of withstanding 67 lb uplift al joint 3, 287 lb uplift at joint , •' �\ C' E N S4�'' ♦�� plate 4 and 994 lb uplift at joint 5. Z,% .••• 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. No 68182 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 444 lb down and 419 lb up at 4-2-15, and 444 lb down and 419 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any 0 �% �• S T O F :• �/ 10 ; ♦i♦�,(� particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." �.t`� OAD S) Standard LDead ` ♦♦♦S� �,11111 1 + Roof(balanced): Lumber Increase=1.25, Plate Increase=1.25 0 N A �foLo(Live Uniform ads(Pl Vert: 1-3=-54,1-4=-20 Joaquin Velez PE No.68182 Concentrated Loads (lb) Mfrek USA, Inc. FL Cert 6634 Vert: 6=-6(F=-3, B=-3) 7=-90(F=-45, B=-45) B=383(F=192, B=192) 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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/rPli Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947532 MYERS_RES HJL Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MITek Industries, Inc. I nu Feb 24 U9:21:21 2U22 rage 1 ID: Hp5o_2WvN?XVjsK9jcgOdyURVz-Q3106tow4N?xGoEzCPQKU_f58wY18Qyl?ULj4AzhzQ6 1 3-24 6-7-14 3-24 3-5-10 Scale = 1:12.8 V ui 2x4 11 5 2-8-9 3-11-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.13 4-5 >314 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.64 Vert(CT) -0.10 4-5 >392 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) 0.12 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-11-5 Max Horz 5=103(LC 4) Max Uplift 3=-45(LC 4), 4=-252(LC 17). 5=-878(LC 4) Max Grav 3=58(LC 28), 4=287(LC 20). 5=901(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-365/339 NOTES- (10) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 ,``� vl N will fit between the bottom chord and any other members. % Q 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 3, 252 lb uplift at joint :� , ••C' E IN S�• ��� 4 and 878 lb uplift at joint 5. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"0.25") toe -nails per NDS guidlines. No 68182 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 437 lb down and 419 Ib up at 4-2-15, and 437 lb down and 419 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. = .� 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). •• O F 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any 0 • particular building is the responsibility of the building designer perANSI TPI 1 as referenced by the building code." ����• •�` P ��,� �•..pR�O,.•'♦�. LOAD CASES Standard �� is '••••••'G `� 1) Dead LLive (p1 balanced): Lumber Increase=1.25, Plate Increase=1.25 S�ONA' ';,``�%�% Uniform oads Vert: 1-3=-54,1-4=-20 Joaquln Velez PE No.68182 Concentrated Loads (lb) MITek USA, Inc. FL Cert 6634 Vert: 6=-6(F=-3, B=-3) 7=-90(F=-45, B=45) 8=383(F=192, B=192) 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss' Truss Type Qty Ply Jessica Myers_MYERS RES T26947533 MYERS_RES HJM Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:28 2022 Page 1 ID:Hp5o 2WvN?XVjsK9jcgOdyURVz-uFsOKDoYrg8ouyp916yZ1CCGYKuQttAOE85HcczhzQ5 3-2-9 6-10-0 3-2-9 3.7-7 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 TCDL 7.0 Lumber DOL 1.25 BC ' 0.65 BCLL 0.0 Rep Stress Incr NO WB 0.10 BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-11-5 Max Horz 5=105(LC 4) Max Uplift 3=-50(LC 4). 4=-231(LC 17), 5=-886(LC 4) Max Grav 3=62(LC 28), 4=268(LC 20), 5=916(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-370/344 Scale = 1:13.1 0 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.14 4-5 >303 240 MT20 244/190 Vert(CT) -0.11 4-5 >378 180 Horz(CT) 0.12 3 n/a n/a Weight: 21 lb FT = 20% BRACING - TOP CHORD' Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (10) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h=25f; B=45f; L=30ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 1 . 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 3, 231 lb uplift at joint 4 and 886 lb uplift at joint 5. 7) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 438 lb down and 419 lb up at 4-2-15, and 438 lb down and 419 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 1-4=-20 Concentrated Loads (lb) Vert: 6=-6(F=-3, B=-3) 7=-90(F=-45, B=-45) 8=383(F=192, B=192) �11111171/II ♦♦����P(�U.IN ♦♦ 'S '•DENS No 68182 r � S OF ' �� i0• •�� •';�(� F(, Q p : N�,� C? 1111 Joaquin Velez PE No.68182 MRek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 ANS117PI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947534 MYERS_RES JH7 Hip Girder 1 1 Job Reference (optional) rswloers t-Irsraource l I ampa, t-y, I ampa, rL - 33004, oaou 5 Uec 0 LULI IVII I eK InUUS1r1e5, InO. I HU rUV 44 Uy:L 1:04 LULL rage I I D:Hp5o_2 WIvN?XVjsK9jcgOdyURVz-nl5vAbr2vveENa6wyOVB2M?LxB?pWMc9m3UINzhzQ1 2-4-0 1 -0-0 l 14-7-0 22-2-0 I 26-10-0 29-2-0 2-4-0 40 7-7-0 7-7-0 4-8.0 2-4-0 -6- Scale = 1:48.8 Special NAILED Sx6 = Special 4.00 12 NAILED NAILED NAILED 2x4 II NAILED NAILED NAILED 5x8 = 3 14 15 16 17 4 18 19 20 21 5 a'1 3x8 2 1 3x8 :::��6 7 3x4 = 3x4 = •. 13 12 22 23 11 10 24 25 26 9 8� 1.5x8 STP = 6x8 = NAILED NAILED 3x4 = 5x8 = NAILED NAILED NAILED 6x8 = 1.5x8 STP = 3x6 II Special NAILED NAILED Special 3x6 II LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TPI2014 CSI. TC 0.63 BC 0.93 WB 0.79 Matrix-SH DEFL. in Vert(LL) 0.34 Vert(CT) -0.38 Horc(CT) 0.05 (loc) I/deft L/d 10 >875 240 9-10 >777 180 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 135lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins. 3-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-8-6 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 3-10, 5-10 WEBS 2x4 SP No.3 REACTIONS. (size) 13=0-8-0, 8=0-8-0 Max Horz 13=57(LC 7) Max Uplift 13=-1163(LC 8). 8=-1081(LC 5) Max Grav 13=1452(LC 39), 8=1453(LC 38) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-2455/1723, 3-4=-3568/2747, 4-5=-3568/2747, 5-6=-2457/1755 BOT CHORD 10-12=-1525/2330. 9-1 0=-1 548/2299 WEBS 2-13=-135411098, 2-12=-1674/2309, 3-12=-147/334, 3-10=-1135/1510, 4-10=-670/735, 5-10=-112111509, 5-9=-1461336, 6-9=-165912311, 6-6=-1356/1042 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber ,%�� PQU�N DOL=1.60 plate grip DOL=1.60 ��% ,0 '� G E IV .''•�� 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Z� Ste'.,• to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. No 68182 5) This truss has been designed for a 10.0 psf bottom chord live Iliad nonconcurrent with any other live loads. * �� 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1163 lb uplift at joint 13 and 1081 Ito S 0 F uplift at joint 8. 0 8) "NAILED" indicates 3-1 Od (0.148"xW) or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. �0 • & 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 162 lb down and 204 lb up at �� •� Q R \ 0,•'� \ `� 7-0-0, and 162 lb down and 204 lb up at 22-2-0 on top chord, and 351 lb down and 149 lb up at 7-0-0, and 351 lb down and 149 lbup at 22-14 �j� 1�s1 • • • •'G�� �� 10) In the LOAD oCASE(S) section, oads applied to tn bottom chord. The the face of the truss are noted( ason of such connecon devices)tfront (F) or balckiB; f others. ��j,,�0 N A; ;0%� 11) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any Joaquin Velez PE No.68182 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." li USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING - Veriy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCEIPAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not, a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947534 MYERS_RES JH7 Hip Girder 1 1 Jab Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:32 2022 Page 2 I D: Hp5o_2WIvN?XVjsK9jcgOdyURVz-nl5vAbr2vveENa6wy0VB2M?LxB?pWMc9m3UINzhzQ1 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 1-7=-20 Concentrated Loads (lb) Vert: 3=-41(F) 5=41(F) 11=-12(F)12=-63(F) 10=-12(F) 4=41(F) 9=-63(F)14=41(F) 15=-41(F) 17=41(F) 16=41(F) 20=41(F) 21=41(F) 22=-12(F) 23=-12(F) 24=-12(F) 25=-12(F) 26=-12(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and 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 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?Ply Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947535 MYERS_RES JH9 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33554, B.b3U s Uec 6 ;W21 MI I eK Industries, Inc. I nu FeD 24 U9:Z1:33 2uG2 I -age 1 ID: Hp5o_2WIvN?XVjsK9jcgOdyU RVz-FDfHNxsggDm5Jh7YfXkkFv5ALbsY21 INQo2HgzhzQO 2-4-0 9-0-0 14-7-0 20-2-0 27-2-0 2-4-0 6-8-0 5-7-0 5-7-0 7-0-0 4.00 12 1.5x8 STP = 3x6 11 5x8 = 2x4 II 4x6 = 3x4 = 3x8 = 5x8 = 2x4 11 4x12 II Scale = 1:46.5 2 4H0 9-0-0 14-7-0 20-2-0 27-2-0 2-0.0 0-4-0 6-8-0 5-7-0 5-7-0 7-0-0 Plate Offsets (X,Y)-- [1:0-2-14,0-0-21, [3:0-5-4,0-2-81, [5:0-5-4,0-2-81, [7:0-8-4,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.15 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.21 B-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT) 0.05 7 n/a rile BCDL 10.0 Code FBC2020frP12014 Matrix-SH- Weight: 134lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-12 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-11 SLIDER Right 2xB SP 240OF 2.0E 3-9-12 REACTIONS. (size) 7=0-8-0, 12=0-B-0 Max Harz 12=-73(LC 10) Max Uplift 7=-582(LC 12), 12=-814(LC 12) Max Grav 7=911(LC 1), 12=1100(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-311/77, 2-3=-162211391, 34=-1910/1818, 4-5=-1910/1818, 5-7=-1728/1527 BOT CHORD 1-12=-77/271, 11-12=-60/290, 9-11 =-1 151/1476, 8-9=-1250/1530, 7-8=-125111524 WEBS 2-12=-971/1198, 2-11=-1415/1341, 3-9=-504/580, 4-9=-351/437, 5-9=-373/544 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Extedor(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 20-2-0, Exterior(2R) 20-2-0 to 24-4-15, Interior(1) 24-4-15 to 27-2-0 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=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5B2 lb uplift at joint 7 and 814 lb uplift at joint 12. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ,,��\IIIIIIIII��,I %,PpUIN No 68182 :'33' ST OF '411 11111 Joaquin Velez PE No.68182 III USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not, 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 ANS11TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947536 MYERS_RES JH11 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:29 2022 Page 1 ID:Hp5o_2WvN?XVjsK9jcgOdyURVz-MSQmXZpAc GfW6NLJgToaPkR6kBEcEQ9Sogq83zhzQ4 2-4-0 11-0-0 { 16-2-0 22-6-4 27-2-0_ 2-4-0 8-8-0 7-2-0 4-4-0 4-7-12 �1 6 1.5x8 STP = 3x6 II Plate 4x12 = 5x6 = 4 nnFi—q- ' 14 15 16 17 4 18 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/rP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except` 1-3: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2xB SP 240OF 2.0E 2-5-9 REACTIONS. (size) 7=Mechanical, 11=0-8-0 Max Horz 11=90(LC11) Max Uplift 7=-582(LC 12), 11=-814(LC 12) Max Grav 7=911(LC 1), 11=1100(LC 1) 4x6 = 3x4 = 3x8 = Scale = 1:45.6 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.83 Vert(LL) 0.14 8-10 >999 240 MT20 244/190 BC 0.87 Vert(CT) -0.28 10-11 >999 180 WB 0.49 Horz(CT) 0.04 7 n/a n/a Matrix-SH Weight: 132 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-1-7 oc bracing. WEBS 1 Row at midpt 2-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-399/149, 2-3=-1597/1414, 3-4=-1464/1470, 4-5=-155911469, 5-7=-166811575 BOT CHORD 1-11=-161/403, 10-11 =-1 42/470, 8-10=-1149/1440, 7-8=-1318/1465 WEBS 2-11=-94611250, 2-10=-1198/1086, 4-8=01262 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Intedor(1) 3-0-0 to 11-0-0, Extedor(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 18-2-0, Extedor(2R) 18-2-0 to 22-4-15, Intedor(1) 22-4-15 to 27-2-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 582 lb uplift at joint 7 and 814 lb uplift at joint 11. 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." %%0% 11111/t.. ,�%%` PpiUI N VFi �.`% Jo.• ........ No 68182 r r � :• ST OF • �/ft Jdaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 ANS11rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947537 MYERS_RES JH13 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:30 2022 Page 1 ID: Hp5o_2WIvN?XVjsK9jcgOdyURVz-rez8lvgoNlO W7GyYtX_16dHdYBWOLZhJhSaNgVzhz03 2-4-0 7-8-14 13T-0 16-2-0 21-5-2 27-2-0 5-4-14 5-3-2 3-2-0 5-3-2 5-6-14 Scale = 1:45.6 4x6 = 4x6 = 1.5x8 STP = 3x4 = 3x4 = 3x4 = -- 6x8 = 2-0-0 014-0 10-8-0 3-2-0 11-0-0 Plate Offsets (X,Y)— [1:0-2-14,0-0-2), [8:0-8-4,Edgej, [12:0-3-8.0-3-0) LOADING (psf) SPACING- 2-0-0 CSI: DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.32 8-9 >937 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.58 8-9 >511 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-SH Weight: 132lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 SLIDER, Right 2x8 SP 240OF 2.0E 3-0-8' REACTIONS. (size) 8=Mechanical, 12=0-8-0 Max Horz 12=106(LC11) Max Uplift 8=-582(LC 12), 12=-814(LC 12) Max Grav 8=1013(LC 19), 12=1215(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-552/0, 2-3=-417/6, 3-4=-1615/1320, 4-5=-1504/1326, 5-6=1603/1329, 6-8=-1821/1573 BOT CHORD 1-12=0/516, 10-12=-1236/1573, 9-10=-985/1499, 8-9=-1313/1644 WEBS 2-12=-239/431, 3-12=-143911851, 3-10=-222/278, 4-10=-971313, 5-9=-102/298, 6-9=-300/426 Structural wood sheathing directly applied or 3-9-13 oc puriins. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45f: L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-0-0, Exterior(2E) 13-0-6 to 16-2-0, Extedor(2R) 16-2-0 to 20-4-15, Intedor(1) 20-4-15 to 27-2-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 582 lb uplift at joint 8 and 814 lb uplift at joint 12. 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ,`I11111111/1j�I iN 'LENS No 68182 S C Q/� i illl Joaquin Velez PE No.68182 Wek USA, Inc..FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947538 MYERS_RES K Roof Special 1 1 Job Reference o tional Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:34 2022 Page 1 ID:Hp5o_2WIvN?XVjsK9jcgOdyURVz jPDfaHtJQWuyctGJ6N3zHTSlglv6HSrvc4YbpGzhzQ? 2-4-0 8-5-0 14-7-0 20-8-0 23-8-0 29-1%0 32-2-0 _ 2-4-0 6-1-0 6-1-0 3-0-0 6-2-0 24-0 4x6 = Scale = 1:54.9 N m N 6 1.5x8 STP = 5x6 = 3x4 = 3x8 = 4x6 = 5x8 = 1.5x8 STP = 3x6 11 23-8-0 29-10-0 3x6 11 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.71 BC 0.82 WB 0.67 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d -0.18 10-12 >999 240 -0.40 10-12 >821 180 0.05 9 n/a n/a PLATES GRIP MT20 2441190 Weight; 157lb FT=20% LUMBER- BRACING• TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-12 oc purfins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-5-14 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-14, 7-10 REACTIONS. (size) 15=0-8-0, 9=0-8-0 Max Horz 15=118(LC 11) Max Uplift 15=-872(LC 12), 9=-763(LC 12) Max Grav 15=1190(LC 1). 9=1190(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-388/29, 2-3=-1837/1484, 3-4=-1552/1363, 4-5=-1545/1370, 5-6=-1702/1472, 6-7=-1836/1472, 7-8=-322/92 BOT CHORD 1-15=-23/359, 14-15=-75/387, 12-14=-1275/1694, 10-12=-1675/2096, 9-10=-91/287, 8-9=-91/287 WEBS 2-15=-1053/1200, 2-14=-1602/1638, 3-14=-122/273, 3-12=-388/307, 4-12=-414/616, 5-12=-751/763,5-10=-558/616,6-10=-169/371,7-10=-153111599,7-9=-1083/1232 NOTES- (8)1) `%1111111// j11 Unbalanced roof live for this design. have been lgust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; 2) Wind: ASCE 7-116; Vu ta1d60mph Cat. �PQU�N VE,��I (3 econds eave=4ft; C; GCpi=0.18; ,,�%dered . II; Exp Encl., MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(!) 3-0-0 to 14-7-0, Extedor(2R) 14-7-0 `O� ,� •' G E to 17-7-0, Interior(!) 17-7-0 l0 23-8-0. Exterior(2R) 23-6-0 to 26-8-0, Interior(!) 26-8-0 to 32-2-0 zone; cantilever left and right `� ••'�\ `S�`'• �� 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) Building Designer! Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific NO 68182 * •� to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • •. ST#OF 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing capable of withstanding 872 lb uplift at joint 15 and 763 lb uplift .00 •.t` Q ��%% �i� \ \ •••'•••••' plate at joint9. R •.•• �j is G `�%�� ��IsS10 "This manufactured is 9tyed as an individual for any 8) referenced dthese of this N A, particular building is responsibibybility of the building designering per ANSI TPIt1 as building code." '``,,�,, Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020,BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947539 MYERS_RES K1 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa; FL - 33564. 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:35 2022 Page 1 ID:Hp5o_2WIvN?XVjsK91cgOdyURVz-Bcn1ocuxBg0pE1rVg4aCpg_Tn9Hg0wg2rkHBMizhzQ_ 2-4-0 8-5-0 14-7-0 18-8-0 21-8-0 29-10-0 32-2-0 r 211 2. { 6-1-0 6-2-0 i 4-1-0 3-0-0 8-2-0 2-4-0 4x6 = 1.5x8 STP = 5x6 = 3x4 = 3x8 = 3x4 =5x8 = 1.5x8 STP = 3x6 II 3x6 11 Scale = 1:54.9 2-0-0 2r4T0 8-5-0 14-7-0 21-8-0 29-10-0 3Q-2,-032-2-0 0-4-0 6-1-0 6-2-0 7-1-0 8-2-0 0-4-0 2-0 0 Plate Offsets (X,Y)— [1:0-2-14,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.16 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.23 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix-SH Weight: 160 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc pudins. 6-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 2-14, 7-10 WEBS 2x4 SP No.3 REACTIONS. (size) 15=0-8-0, 9=0-8-0 Max Horz 15=11B(LC 11) Max Uplift 15=-872(LC 12), 9=-763(LC 12) Max Grav 15=1190(LC 1). 9=1190(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-389/28,2-3=-184411495,3-4=-1537/1371,4-5=-1502/1395,5-6=-1665/1515, 6-7=-182311499, 7-8=-368/222 BOT CHORD 1-15=-21/362, 14-15=-81/390, 12-14=-1286/1701, 10-12=-143711846, 9-10=-240/370, 8-9=-240/370 WEBS 2-15=-1058/1202,2-14=-1617/1653,3-14=-112/279,3-12=-4031313,4-12=A85/655, 5-12=-595/599, 5-10=-2881329, 6-10=-631331, 7-1 0=-1 333/1340, 7-9=-1043/1284 1111111'11�� NOTES- (B) 1) Unbalanced live loads have been for this design. I N V�< �j�' roof considered ,,�� PQV •• �� �00 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. �� ,0 G E AI �i� II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-7-0, Exterior(21R) 14-7-0 `%,'�\ tS'�•.• to 17-7-0, Interior(1) 17-7-0 to 21-8-0, Extedor(2R) 21-8-0 to 24-8-0, Interior(1) 24-8-0 to 32-2-0 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=1.60 No 6.8 82 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. = .� 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. o •• ST F 4 ` .0 0 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •A% will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing capable of withstanding 872 Ill uplift at joint 15 and 763 lb uplift �� .; R \ •.'� \ �� o- lssi •'' • • • • •' plate rim % at "This nmanufactured product is designed as an individual building component. The suitability and use of this component for any 8) particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code:' Joaquin Velez PE No.68182 Mrrek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPii Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947540 MYERS_RES K2 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:36 2022 Page 1 ID: Hp5o_2WIvN?XVjsK9jcgOdyU RVz-foLQ?yvZy8BgrBQhDo5RMuXf3ZggIJ3B301 it9zhzPz 2-4-0 8-5-0 470 6-80 ( 9-8-0 1 24-9-8 2tl%O 32-2-0 6-1-0-4-0 I 2-1-02 3-0-0 I 2 4x6 = 4x6 = 46 = Scale = 1:54.9 0 N 6 1.5x8 STP = 5x6 = 3x4 = 3x8 = 3x8 = 3x4 = 5x6 = 1.5x8 STP = 3x6 11 3x6 11 LOADING (ps) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020frP12014 CSI. TC 0.65 BC 0.49 WB 0.81 Matrix-SH DEFL. in (loc) I/deft L/d Vert(LL) 0.16 14-16 >999 240 Vert(CT) -0.21 14-16 >999 180 Horz(CT) 0.04 10 n/a nla PLATES GRIP MT20 244/190 Weight: 167lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-11 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-16 REACTIONS. (size) 17=0-8-0, 10=0-8-0 Max Horz 17=118(LC 11) Max Uplift 17=-872(LC 12), 10=-763(LC 12) Max Grav 17=1190(LC 1), 10=1190(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-393/26, 2-3=-1846/1505. 3-4=-1533/1380, 4-5=-1476/1417, 5-6=-1533/1452, 6-7=-1653/1469, 7-8=-178511419, 8-9=-435/50 BOTCHORD 1-1 7=-1 9/366. 16-17=-83/381, 14-16=-1296/1703, 13-14=-122211611, 11-13=-1210/1652, 10-11=-12/414, 9-10=-12/414 WEBS 2-17=-1060/1188, 2-16=-1615/1657, 3-1 6=-1 08/277, 3-14=-405/313, 4-14=-531/681, 5-14=-5001486,6-13=155/306,7-11=-179/325,8-11=-164011673,8-10=-1069/1194 NOTES- (8) ,,1\IIIIIIIII design. roof live a160mph have been lgus) for =124mph; �.0 COIN V,,t-, 2) Wind:ASCE 7-16; Vultanced (3 seconds Vasddered TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; ,�s F� MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-7-0, Extedor(2E) 14-7-0 ,�� ,0 ......... E I • '�\ to 16-8-0, Interior(1) 16-8-0 to 19-8-0, Exterior(2R) 19-8-0 to 22-8-0, Interior(1) 22-8-0 to 32-2-0 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 0 gripDOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific IVO 68182 * �• •� to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. = .� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `This 41 •• Sf.R. 6) truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • �,�' will fit between the bottom chord and any other members. 7) Provide bearing . k mechanical connection (by others) of truss to plate capable of withstanding 872 lb uplift at joint 17 and 763 lb uplift *,.# •'••••' at joint10. is "Thmanufactured as an individual this for 8) �%� 41'.I11 Al and ee of any 1O11 part/s cular building is esponsibilliityed of the building designerng per ANSI TPIt1 as referenced by thebility building code.'onent Joaquin Velez PE No.68182 MiTek USA, Int.FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not , a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 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 Blvd. Sately Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947541 MYERS_RES K3 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, \ 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:37 2022 Page 1 ID: Hp5o_2WIvN?XVjsK9jcgOdyURVz-7_voDlvBjRGXTL?unVcgu54npyxiUn_Ll2mFPbzhzPy _ 2-4-0 8-4-8 14-6-0 + 17-8-0 23-9-8 30-2-0 2-4-0 6-0-8 6-1.8 3-2-0 6-1-8 6-4-8 4x6 = 4x6 = Scale = 1:51.8 rP = 1.5x8 STP = 5x6 = 3x4 = 3x4 = 3x4 = 2x4 ;I 4x12 II 3x6 11 2-0-0 2,4�0 8-4-8 14-6-0 17-8-0 23-9-8 30-2-0 1 2-0-0 0-4-0 6-0-8 6-1-8 3-2-0 6-1-8 6-4-8 Plate Offsets (X,Y) - [1:0-2-14 0-0-2], [8:0-8-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.24 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.38 9-10 >872 180 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 153lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 5-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-8-6 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 2-13 WEBS 2x4 SP No.3 SLIDER Right 2x8 SP 240OF 2.0E 3-4-14 REACTIONS. (size) 8=0-8-0, 14=0-8-0 Max Horz 14=118(LC 11) Max Uplift 8=-655(LC 12), 14=-884(LC 12) Max Grav 8=1134(LC 19), 14=1334(LC 20) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-378/32, 2-3=-2109/1629, 3-4=-1779/1507, 4-5=-165611510, 5-6=-1763/1517, 6-8=-2233/1765 BOT CHORD 1-14=-25/352,13-14=-70/368,12-13=-1416/1964,10-12=-1131/1649,9-10=-1492/2000, 8-9=-1492/2000 WEBS 2-14=-112211222. 2-13=-1738/1879. 3-13=-119/310, 3-12=-426/317, 4-12=-149/350, 5-1 0=- 145/323, 6-1 0=-481/462 NOTES- (8) % QUIN 1) Unbalanced roof live loads have been considered for this design. ,,,� 0I ,,•�\ii E M 5+�. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft eave=4ft; Cat. `�� II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-6-0, Extedor(2E) 14-6-0 to 17-8-0, Extedor(2R) 17-8-0 to 21-10-15, Interior(1) 21-10-15 to 30-2-0 zone; cantilever left and right exposed ; end vertical left and No 68182 •� right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 * 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. = .� 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •� S 0 F , �i0 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • iC` �� 4 OP: will fit between the bottom chard and any other members, with BCDL = 10.Opsf. Q fi \ N • ,��j �>`, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 655 lb uplift at joint 8 and 884 lb uplift at ••• ss...... ` ,�--%'l joint 4. N As ���� "Thismanufacturedproduct is designed as an individual building component. The suitability and use of this component for any B)Th s particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��, a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIYTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947542 MYERS_RES K4 Common 1 1 Jab Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:39 2022 Page 1 ID:Hp5o_2 WIvN?XVjsK9jcgOdyU RVz-4NOYe_xRF3WEie6GvweB_W97omdKyjhemMFMUTzhzPw 2-4-0 9-2.0 16-1-0 23-0-0 30-2-0 1-0 4.00 12 46 = Scale = 1:49.9 -- 13 12 10 9 4x12 II 1.5x8 STP = 5x6 = 3x4 = 3x8 = 2x4 11 3x6 II 2-0-0 214i0 9-2-0 16-1-0 23-0-0 30-2-0 2-0-0 0-4.0 6-10-0 6-11-0 6-11-0 7-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.18 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.26 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 152 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid Ceiling directly applied or 4-11-4 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-12 SLIDER Right 2x8 SP 240OF 2.0E 3-9-14 REACTIONS. (size) 8=Mechanical, 13=0-8-0 Max Horz 13=-130(LC 10) Max Uplift 8=-655(LC 12), 13=-884(LC 12) Max Grav 8=1023(LC 1), 13=1210(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-346/49, 2-4=-1909/1544, 4-5=-1490/1334, 5-6=-1484/1340, 6-8=-2024/1684 BOT CHORD 1-13=-45/313, 12-13=-81/322, 10-12=-1317/1757, 9-10=-1402/1797, B-9=-1402/1797 WEBS 2-13=-1069/1227, 2-12=-1605/1648, 4-12=-71/256, 4-10=-513/424, 5-10=-357/552, 6-10=-557/531, 6-9=0/258 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 16-1-0, Exterior(2R) 16-1-0 to 19-1-0, Interior(1) 19-1-0 to 30-2-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 655 lb uplift at joint 8 and 884 lb uplift at joint 13. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." \\II11111//j ,,♦♦♦OPpuIN VF��•,, No 68182 � r S OF ' 4J 0SS,O♦ ♦♦ Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the Ways storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP11 quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947543 MYERS_RES KH Roof Special Girder 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:40 2022 Page 1 ID: Hp5o_2WIvN?XVjsK9jcgOdyU RVz-YZawrKy3OMe5KojTSd9N WkiM6A?_hC5n_0?v0wzhzPv 2-4-0 8-5-0 14-7-0 22-6-0 25-8-0 29-10-0 32-2-0 , 4x6 = 1.5x8 STP = 4x6 = 3x4 = 5x8 = 46 = 3x4 = LUS26 1.5x8 STP = 2x4 11 3x4 = Scale = 1:54.5 2-0-0 2�410 8-5-0 14-7-0 22-8-0 29-10-0 3q-2r0 32-2-0 2- 0 4 0 6-1-0 1 6-2-0 8-1-0 7-2-0 0 O 2-0-0 Plate Offsets (X,Y}- [1:0-2-14,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.15 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.16 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix-SH Weight: 330lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 8-11: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 15=0-8-0, 9=0-8-0 Max Horz 15=118(LC 24) Max Uplift 15=-931(LC 8), 9=-1326(LC 8) Max Grav 15=1254(LC 1), 9=1797(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1982/1295, 3-4=-1712/1202, 4-5=-1728/1183, 5-6=-3111/2211, 6-7=-1117/850, 7-8=-10981768 BOT CHORD 14-15=-79/253, 12-14=-1112/1830, 10-12=-2106/3143, 9-10=-1416/2075, 8-9=-7b9/1028 WEBS 2-15=-1123/898, 2-14=-1196/1769. 3-12=-381/262, 4-12=-361/657, 5-12=-1628/1252, 5-10=-518/561, 6-10=-826/1291, 6-9=-1546/1182, 7-9=-251/317 NOTES- (12) 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-7-10 oc bracing: 10-12. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 931 lb uplift at joint 15 and 1326 lb uplift at joint 9. 10) Use Simpson Strong -Tie LUS26 (4-1 Od Girder, 3-1 od Truss, Single Ply Girder) or equivalent at 27-2-12 from the left end to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) „ I nls manutacturea proauct Is aeslgnea as an Individual building component. the suitability and use of this component for any ��� PQUIN vF� �.. , Jo• •GEN F���i� No 68182 ; XX :1 ' ST OF : 44/: d'S+,O N A, 1111 Joaquin Velez PE No.68182 MiTek USA, Inc..FL Cert 6634 6904 Parke East Blvd. Tampa FL M610 Date: Ft=.hrltary 75 9f177 COAygAp�9999i; design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. ' ADesign 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 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 ANS11FP1f Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947543 MYERS_RES KH Roof Special Girder 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8,530 s Dec 6 2D21 MiTek Industries, Inc. Thu Feb 24 09:21:40 2022 Page 2 ID:Hp5o_2WIvN?XVjsK9jcgOdyURVz-YZawrKy30Me5KojTSd9NWkiMBA? hC5n_0?vOwzhzPv LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-54, 4-5=-54, 5-6=-54, 6-8=-54, 1-8=-20 Concentrated Loads (lb) Vert: 17=-671(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not, a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSNFPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947544 MYERS_RES KH7 Hip Girder 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:47 2022 Page 1 ID:Hp5o_2WIvN?XVjsK9jcgOdyURVz-rvVaJj1 SNWX6gtmpNcnOICUYF_PVgMPpbbBnmOzhzPo 21 0 7-0-0 14-1-4 21-0-12 28-2-0 30-2-0 2-4-0 4-8-0 7-1-4 ( 6-11-8 1 7-1-4 I 2-0-0 Scale = 1:50.9 Special NAILED NAILED NAILED NAILED 4.00 F12 5x8 = 2x4 11 3x4 = 3x4 = 5x8 = NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3x4 3 16 17 18 19 4 20 2122 5 6 23 24 25 7 26 8 1.5x8 STP = 4x6 = NAILED NAILED NAILED 3x8 =3x4 = NAILED NAILED 2x4 II Special NAILED 3x6 = NAILED NAILED NAILED 3x4 =J✓ 3k6 II NAILED NAILED 2-0-0 2,4�0 7-0-0 14-1-4 21-0-12 28-2-0 30-2-0 2-6-0 0-0-0 4-N2 7-1-4 6-11-8 7-1-4 2-0-0 Plate Offsets (X,Y)--[1:0-2-14,0-0-2),[3:0-5-4,0-2-8),[7:0-5-4,0-2-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.29 11-13 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.33 11-13 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(CT) 0.04 9 n/a n1a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 295 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purling, 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. REACTIONS. (size) 15=0-8-0, 9=Mechanical Max Horz 15=145(LC 7) Max Uplift 15=-1256(LC 8), 9=-1040(LC 5) Max Grav 15=1550(LC 39). 9=1393(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2672/1921, 3-4=-4110/3146, 4-6=-4110/3146, 6-7=-3702/2820, 7-8=-1243/934, 8-9=-141611036 BOT CHORD 13-14=-1818/2537, 11-13=-2844/3702, 10-11=-868/1132 WEBS 2-15=-1446/1187, 2-14=-1861/2500, 3-14=-203/359, 3-13=-1365/1921, 4-13=-553/602, 6-13=-401/524, 6-11=-682/724, 7-11=-2083/2713, 7-10=-855/812, 8-10=-1173/1565 NOTES- (13) 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. ��� // IN VFW .- Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. ,�0 PQV % ,0 •• ........ E A(•• '�\ tS�•.• �i�, 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to � ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. NO 68182 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL,=3.Opsf; h=25ft; B=45ft; L=30f; eave=4ft; Cat. * •� II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 .� •� 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific p �• S11CF to the use of this truss component. 6) Provide drainage to ,iO��' adequate prevent water ponding. 7) This truss has been designed for 10.0 bottom live load live loads. .0 . O P • \��� a psf chord nonconcurrent with any other 8) • This truss has been designed for live load 20.Opsf the bottom in 3-6-0 tall by 2-0-0 p R �j s •� `�% a of on chord all areas where a rectangle widewill fit her �� chord and members. 9) Refer between(th for trtom russ to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1256 lb uplift at joint 15 and 1040 lb Joaquin Velez PE No.68182 uplift at joint 9. MiTek USA, Inc..FL Cert 66M 11) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 69M Parke East Blvd. Tampa FL 33610 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 162 lb down and 204 lb up at Date: 7-0-0 on top chord, and 351 lb down and 149 Ito up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is February 25,2022 the responsibility of others. A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSLITPlf Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947544 MYERS_RES KH7 Hip Girder 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564. u.b3U s Uec b ZU21 MI I eK Inaustrles, Inc. I nu FeD Z4 uv:Zl:4r zuzz rage z ID: Hp5o_2WIvN?XVjsK9jcgOdyURVz-rvVaJj 1 SN WX6glmpNcnOICUYF_PVgMPpbbBnmOzhzPo 13) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-8=-54, 1-9=-20 Concentrated Loads (Ib) Vert: 3=41(B) 5=-41(B) 12=-12(8) 14=-63(B) 6=-41 (B) 11=-12(B) 16=-41(B) 17=-41(B) 19=-41(13)20=-41(B)21=-41(B) 23=-41(B) 24=-41(B) 25=-41(B) 26=-42(B) 27=-12(B) 28=-12(B)29=-12(B) 30=-12(B)31=-12(8)32=-12(B) 33=-12(B) 34=-12(B) 35=-16(B) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with 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 ANSYTPll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947545 MYERS_RES KH9 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:48 2022 Page 1 ID:Hp50-2WIvN?XVjsK91cgOdyURVz-J63yW3257gfzl1 K?wJJFrQlg70htzo2ygFxKlSzhzPn 2-4-0 9-0-0 17-8-12 26-2-0 30-2-0 2-4.0 6-8-0 8-8-12 } 8-5-4 4-0-0 in 0 2x4 11 5x8 = 3x8 MT20HS = 5x6 = 4.00 F12 3 16 17 4 5 16 19 6 20 13 1.5x8 STP = 3x6 II 12 11 10 5x6 = 3x6 = 5x8 = Scale = 1:50.9 m m � 9 8 3x4 = 3x6 II 2-0-0 2t4i0 9-0-0 17-8-12 26-2-0 30-2-0 2-0-0 0-4-0 6-8-0 8-8-12 8-5-4 4-0-0 Plate Offsets (X,Y)—[1:0-2-14,0-0-2),[3:0-5-4,0-2-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.84 Vert(LL) 0.23 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.34 10-12 >987 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2020(rP12014 Matrix-SH Weight: 148 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-5: 2x4 SP M 31, 5-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-9-2 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 2-12, 3-10. 6-10 WEBS 2x4 SP No.3 REACTIONS. (size) 13=0-8-0, 8=Mechanical Max Horz 13=161(LC 11) Max Uplift 13=-880(LC 12), 8=-652(LC 12) Max Grav 13=1204(LC 1), 8=1017(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-326/69, 2-3=-189311563, 3-4=-245112206, 4-6=-2451/2206, 6-7=-1246/1096, 7-8=-1003/925 BOT CHORD 1-13=-68/289, 12-13=-191/278, 10-12=-1512/1736, 9-10=-1078/1177 WEBS 2-13=-108411261, 2-12=-161311626, 3-12=-41/252, 3-10=-688/861, 4-10=-536/673, 6-10=-116011391, 6-9=-393/515, 7-9=-1101/1260 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design.�I� VFW �.- 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. ���� PQUIN ........ II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Extedor(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 26-2-0, Exterior(2E) 26-2-0 to 30-0-4 zone; cantilever left and right exposed ; end vertical left and right ,�� ,Q n• '�� S4$* exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ; ; 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific No 68182 � to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •• $ OF .0 0 will fit between the bottom chord and any other members. •A Q;•. ��, �_• 8) Refer to girder(s) for truss to truss connections. iA*,� .; R \ �\ ``� • • • 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 880 lb uplift at joint 13 and 652 lb uplift �� lss • • • • • • at joint 8. 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any AI E o particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code:' Joaquin Velez PE No.68182 MITek USA, Inc..FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING - Variy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSf?PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947546 MYERS_RES KH11 Roof Special 1 1 Job Reference (optional) Builders FirstSoume (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:41 2022 Page 1 ID:Hp5o_2WIvN?XVjsK9jcgOdyURVz-OIBJ2gyingmyyylfOLhc3xEU aGjQeswDgkTYMzhzPu 2-4-0 11-0-0 16-1-0 21-2-0 23-3-8 _ 26-11 2-4-0 1 8-8-0 5-1-0 5-1-0 14 1.5x8 STP = 3x6 11 Plate 5x6 = 3x4 = 4x6 — 4x6 = 4.00 12 3 17 18 4 19 20 5 6 4x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 14=0-8-0, 9=Mechanical Max Horz 14=177(LC 11) Max Uplift 14=-880(LC 12), 9=-652(LC 12) Max Grav 14=1204(LC 1). 9=1017(LC 1) 13 5x8 = 3x6 — Scale = 1:51.8 N V) � 11 lu g 3x8 = 5x8 = 3x6 II 26-3-8 30-2-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.83 Vert(LL) -0.22 11-13 >999 240 MT20 2441190 BC D.95 Vert(CT) -0.48 11-13 >697 180 WB 0.52 Horz(CT) 0.05 9 n/a n/a Matrix-SH Weight: 155 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=400/178, 2-3=-186211557, 3-4=-1696/1577, 4-5=-1706/1627, 5-6=-1791/1670, 6-7=-1139/1120, 7-8=-1224/1128, 8-9=-972/949 BOT CHORD 1-14=-191/408, 13-14=-310/492, 11-13=-1746/1889, 10-11=-1614/1730 WEBS 2-14=-107011306, 2-13=-1281/1330. 3-13=-57/335, 4-13=-362/333, 4-11=-326/277, 5-11=-256/366,6-10=-855/776,8-10=-110511199 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-0, Extedor(2R) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 21-2-0, Exterior(2E) 21-2-0 to 23-3-8, Interior(1) 23-3-8 to 26-3-8, Exlerior(2R) 26-3-8 to 29-3-8, Interjor(1) 29-3-8 to 30-0-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 880 lb uplift at joint 14 and 652 lb uplift at joint 9. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ,,�1111111111j1, CLUIN Vij � LENS ,0 � �\ No 68182 r � r � Cr r S OF : �r / ;O.F , A,� O R 1 s10 N A%%%�� 1111111111 Joaquin Velez PE No.68182 Welk USA, Inc. FL Cert 6634 69M Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with 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 ANSI/rPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947547 MYERS_RES KH13 Roof Special 1 1 Job Reference (optional) Builders FirslSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:42 2022 Page 1 ID: Hp5o_2WIvN?XVjsK9jcgOdyU RVz-UyihGOzKY_upZ6tra2Crb9ngHzf?9424SKU04ozhzPt 2-4-0 7-8-0 13-0-0 19-2-0 25-3-8 28-3-8 24% 5-4-0 5-4-0 6-2-0-0-0 Scale = 1:51.8 5x8 = 5x6 = 1 17 18 5 1.5x8 STP = 3x4 = 3x6 3x8 = 3x6 = 6x8 = 6x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except' 1-12: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 14=0-8-0, 9=Mechanical Max Horz 14=194(LC11) Max Uplift 14=-880(LC 12), 9=-652(LC 12) Max Grav 14=1204(LC 1), 9=1017(LC 1) 25-3-8 30-2-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TC 0.73 Vert(LL) -0.25 13-14 >999 240 MT20 2441190 BC 0.76 Vert(CT) -0.52 13-14 >639 180 WB 0.59 Horz(CT) 0.06 9 n/a n/a Matrix-SH Weight: 156 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-9 oc bracing. WEBS 1 Row at midpt 3-14 FORCES. (lb) -Max. Comp./Max. Ten. -Ail forces 250 (lb) or less except when shown. TOP CHORD 1-2=-512/0, 2-3=-370/26, 3-4=-1691/1514, 4-5=-1569/1556, 5-6=-1697/1560, 6-7=-1715/1565 BOT CHORD 1-14=0/480, 13-14=-1552/1634, 11-13=-1371/1565, 10-11=-1622/1759, 9-10=-698/704 WEBS 2-14=-241/424,3-14=-1651/1978,4-13=-19/334,5-11=-28/289,6-10=-709/765, 7-10=-1130/1303,7-9=-114511093 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-0-0, Extedor(2R) 13-0-0 to 16-0-0, Interior(1) 16-0-0 to 19-2-0, Exterior(2R) 19-2-0 to 22-2-0, Interior(1) 22-2-0 to 28-3-8, Exterior(2E) 28-3-8 to 30-0-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 880 Ib uplift at joint 14 and 652 lb uplift at joint 9. 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ,``,�Illllllf/1j11' ��� PQUIN Vp- No 68182 lo S OF %% Joaquin Velez PE No.68182 MiTek USA, Inc..FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parametersand 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 ANSI1rPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947548 MYERS_RES KH15 Roof Special 1 1 Job Reference (optional) Builders FirslSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:43 2022 Page 1 I D:Hp5o_2 WIvN?XVjsK9jcgOdyURVz-y6G3TMyJHOgBGS28mj48MKsbN2luWQDg_DadFzhzPs 2-4-0 8-7-8 15-0-0 17-2-0 22-2-12 27-3-8 30-2-0 �I 6-3-8 6-4-8 2-2-0 5-0-12 5-0-12 2-10-8 4x6 = 4x6 = Scale = 1:51.8 1.5x8 STP = 5x6 = 3x4 = 3x4 = 4x6 = 3x6 = 3x6 11 3x6 II 3x4 = Plate Offsets (X,Y)-- [1:0-2-14,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.16 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.26 13-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 159lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-8-10 oc bracing. WEBS 1 Row at midpt 2-15 REACTIONS. (size) , 9=Mechanical, 16=0-8-0 Max Horz 16=206(LC 11) Max Uplift 9=-652(LC 12), 16=-880(LC 12) Max Grav 9=1017(LC 1), 16=1204(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-378/29, 2-3=-1890/1557, 3-4=-1530/1396, 4-5=-1401/1405, 5-6=-1517/1422, 6-7=-1884/1644. 7-8=-145111260, 8-9=-985/879 BOT CHORD 1-16=-22/349, 15-16=-158/341, 13-15=-1536/1743, 12-13=-1212/1401, 11-12=-1544/1754, 10-11=-135211525 WEBS 2-16=-1074/1216,2-15=-1661/1685,3-15=-93/282, 3-13=-470/358,4-13=-141/286, 5-12=-234/300, 6-12=-508/468, 7-10=-853/834, 8-10=-145311691 NOTES- (9) ``1111�111I �1 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ff; B=45ft L=3aft; eave=4ft; Cat. `%fi I/F� II; Exp C; Encl., GCpi=0.18; MWFRS C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-0-0, Extedor(2E) 15-0-0 ,��� PQUIN (directional) and ,�� ,0 •' C E IV S�•.• to 17-2-0, Exterior(2R) 17-2-0 to 20-2-0, Interior(1) 20-2-0 to 30-0-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific No 68182 to the use of this truss component. * �• 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' = .� 6) This truss has been designed for a live load of 20.0psf 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. �O �, ST OF 7) Refer to for truss to truss �` girder(s) connections. .0 ;ON • Q. •: �� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 652 lb uplift at joint 9 and 880 lb uplift at joint16. �j lS ••••• �� `��� ��I�S1O11 "This manufactured is as an lndividual of this onent for any 9) bility the %11 particular building is responsibility of the bud ilding designerng per ANSI TPIt1 as referenced by building code.'e ,;`,`��, Joaquin Velez PE No.68182 Welk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• 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 ANSVlp/1 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947549 MYERS RES LGR Hip Girder 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:49 2022 Page 1 ID:Hp5o_2WIvN?XVjsK9jcgOdyURVz-nldKkP3ju7ngvBvBUOgUOdZpQo?61EN63vguquzhzPm 2-4-0 4-9-0 10-0-0 15-3-0 1-0-02-4-0 2-5-0 5-3-0 5-3-0 2-9-0 Scale = 1:30.6 4.00 F12 6x12 MT20HS = 13 6x12 MT20HS = 2x4 II NAILED NAILED Special 4 14 15 16 5 1.5x8 STP = 5x6 5x6 = LUS26 7x10 = LUS26 NAILED LUS26 3xd II LUS26 7x10 II 3x6 II HHUS26-2 NAILED NAILED LUS26 Special 2-0-0 2-4-p 4-9-0 10-0-0 15-3-0 _ 18-0-0 2-0-0 -4- 2-5=0 5-3-0 5-3-0 ' 2-9-0 Plate Offsets (X Y)— [1:0-5-14,0-1-21 [3:0-9-12 0-2-12] [5:0-9-12 0-2-121,[7:0-7-12,0-1-1] [12:0-4-8 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.33 9 >562 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 0.92 Vert(CT) -0.37 8-9 >509 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO _BC WB 0.68 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 194lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied. 3-5: 2x4 SP No.1, 5-7: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x6 SP No.2 `Except* 7-10: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 2-11,3-9,5-9: 2x4 SP No.2 SLIDER Right 2x6 SP No.2 1-6-11 REACTIONS. (size) 7=0-8-0, 12=0-8-0 Max Horz 12=-37(LC 6) Max Uplift 7=-3163(LC 5), 12=-2460(LC 8) Max Grav 7=4331(LC 1), 12=3321(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3251225, 2-3=-5714/4183, 34=-11149/8167. 4-5=-11149/8167, 5-7=-7359/5490 BOT CHORD 1-12=-212/334, 11-12=-212/334, 9-11=-3895/5383, 8-9=-5047/6846, 7-8=-4928/6672 WEBS 2-12=-3455/2536,2-11=-3998/5497,3-9=-4374/6008,4-9=-273/364,5-9=-3174/4522, 5-8=-1277/1837 NOTES- (16) 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: `,,�11111111///,,, ,,�%OPQON G E N S�. Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. �� •. �\ Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. NO 68182 r Webs connected as follows: 2x4 - 1 row at 0-7-0 oc, Except member 11-2 2x4 - 1 row at 0-9-0 oc, member 11-3 2x4 -1 row at 0-9-0 oc, member 9-3 2x4 - 1 row at 0-9-0 oc, member 4-9 2x4 - 1 row at 0-9-0 oc, member 9-5 2x4 - 1 row at 0-9-0 oc, member 8-5 2x4 - r * �� 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. S OF ' 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. O', ��� i� Q' ,�'.�.<` ,�� �� 4 Q N 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber Q R \ III ss •' • • • •' �l��� DOL=1.60 plate grip DOL=1.60 5) Bung Designer Projectfor live load loading specific �� �I��,�� N Al er responsible shown covers rain requirements engineerverifying applied roof to theofhs truss c `; ��%k 6) Provide adequate drainage to prevent water ponding. Joaquln Velez PE Nq.68182 7) All plates are MT20 plates unless otherwise indicated. MiTek USA, Inc. FL Cert 66M 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6904 Parke East Blvd. Tampa FL 33610 9) • 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 Date: will fit between the bottom chord and any other members. February 25,2022 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3163 lb uplift at joint 7 and 2460 lb COMr] VAMRS- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or 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 ANSYTP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947549 MYERS_RES LGR Hip Girder 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:50 2022 Page 2 ID:Hp5o_2WIvN?XVjsK9jcgOdyURVz-FUBixl3LfRvhXLU02kLjwr6_ACLL1 hdFHZQRNLzhzPl NOTES- (16) 11) Use Simpson Strong -Tie HHUS26-2 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent at 7-1-8 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 12) Use Simpson Strong -Tie LUS26 (4-10d Girder, 3-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 17-0-12 to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 218 lb down and 122 lb up at 15-3-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 16) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 1-7=-20 Concentrated Loads (lb) Vert: 5=49(B) 8=-866(F=-997, B=131) 14=16(B) 16=16(B) 17=-1373(F) 18=-997(F) 19=-168(B) 20=-997(F) 22=-997(F) 23=-1003(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTekS 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 ANSVTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947550 MYERS_RES MGR Half Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:50 2022 Page 1 ID: Hp5o_2WIvN?XVjsK9jcgOdyURVz-FUBixt3LfRvhXLU02kLjwr6AmOScl rYFHZQRN LzhZPI 2-10-8 I 4-6-0 2-10-8 1-7-8 Special 4.00 12 3 4 2x4 II 3xo 11 4X0 - LUS26 Plate 4-6-0 4-6-0 LOADING (psD SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.07 1-5 >738 240 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.08 1-5 >624 180 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BOT CHORD SLIDER Left 2x6 SP No.2 1-7-1 REACTIONS. (size) 1=0-6-0, 5=Mechanical Max Horz 1=118(LC 5) Max Uplift 1=-891(LC 8), 5=-617(LC 5) Max Grav 1=1250(LC 1), 5=887(LC 30) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale = 1:12.5 PLATES GRIP MT20 244/190 Weight: 26 Ito FT = 20 Structural wood sheathing directly applied or 4-6-0 oc pudins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- (13) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 891 Ito uplift at joint 1 and 617 lb uplift at joint 5. 8) Use Simpson Strong -Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent at 0-6-12 from the left end to connect truss(es) to back face of bottom chord. 9) Use Simpson Strong -Tie LUS26 (4-10d Girder, 4-1 Od Truss, Single Ply Girder) or equivalent at 2-6-12 from the left end to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 219 lb down and 129 lb up at 2-10-8 on top chord, and 308 lb down and 276 lb up at 2-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ,ill,IIIl'l11/I,I �� PQU IN VFW 'S G E N S No 68182 S OF :44/� %,O.OR,O��\% i-S1O N A E ``%%% Joaquin Velez PE No.68182 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with 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 ANS11TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947550 MYERS_RES MGR Half Hip Girder 1 1 Job Reference (optional) Builders Flrstbource (I ampa, FL), 1 ampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:50 2022 Page 2 ID: Hp5o_2 WIvN?XVjsK9jcgOdyU RVz-FUBixl3LfRvhXLU02kLjwr6AmCScl rYFHZQRN LzhZPI LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=-54, 3-4=-54, 1-5=-20 Concentrated Loads (lb) Vert: 3=46(F) 6=-895(B) 7=-891(B) 8=121(F) ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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?Pll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947551 MYERS_RES MGR1 Monopitch Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:51 2022 Page 1 ID:Hp5o_2WIvN?XVjsK9jcgOdyURVz-jhl4954zQI1 Y9U3acRsyT2fMYcsEmISP WD9?vnzhzPk 2-9-0 2-9-0 4.00 12 3x8 II 2x4 II 1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 TCDL 7.0 Lumber DOL 1.25 BC 0.17 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2020/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-7-5 REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Horz 1=110(LC 5) Max Uplift 1=-171(LC 8), 4=-129(LC 5) Max Grav 1=270(LC 1), 4=188(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:12.5 �\\IIIIII/�I QUIN J . • DENS No 68182 ST F • (l/ :0,�� • �C OR , O P �\��v, N Al - Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.00 1-4 >999 240 MT20 244/190 Vert(CT) -0.01 1-4 >999 180 HOrz(CT) -0.00 4 n/a n/a Weight: 16 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (10) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 171 lb uplift at joint 1 and 129 lb uplift at joint 4. 7) Use Simpson Strong -Tie LUS24 (4-1 Od Girder, 2-1Od Truss, Single Ply Girder) or equivalent at 0-10-12 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg, down. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face Of the truss are noted as front (F) or back (B). 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 1-4=-20 Concentrated Loads (lb) Vert: 5=-265(F) February 25,2022 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947552 MYERS_RES MTF Monopitch 1 1 Jab Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 2-4-0 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:52 2022 Page 1 ID: Hp5o_2WIvN?XVjsK9jcgOdyU RVz-BtJTMR5bB290meem99NB?GBJI?7TV elYltvYRDzhzPj 10-6-0 4x6 11 Scale = 1:25.2 1.5x8 STP = 5x6 = 3x6 11 2-0-0 2-4-Q 10-6-0 2-0-0 -0- 8-2-0 Plate Offsets (X,Y)-- [1:0-2-14,0-0-2], [3:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.10 4-5 >940 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.20 4-5 >468 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 49lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=0-8-0 Max Horz 5=260(LC 9) Max Uplift 4=-163(LC 12), 5=-438(LC 12) Max Grav 4=263(LC 1), 5=504(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-327/60, 3-4=-224/397 BOT CHORD 1-5=-65/273, 4-5=-320/569 WEBS 2-5=-374/948, 2-4=-426/237 NOTES- (7) 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=3011; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exledor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-4-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 163 lb uplift at joint 4 and 438 lb uplift at joint 5. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 011111111118111 ��. PQU IN VFW �.. �Q 'GENg F;c � No 68182 �.. S OF .�44/� nn Joaquin Velez PE No-68182 MRek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P11 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947553 MYERS_RES N Common 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:52 2022 Page 1 ID: Hp5o_2WIvN?XVjsK9jcgOdyURVz-BtJTM R5bB290meem99NB?GBTE?9iVheYltvYRDzhzPj 2-7-8 6A-0 10-8-0 4x6 = 3x6 11 4x6 = 3x8 11 8 7 6 Scale = 1:18.6 2-0-0 6A-0 10-8-0 2-0-0 I 0-7-8 3-8-8 4-4-0 Plate Offsets (X,Y)—[1:0-2-14,0-0-21,[5:0-6-4,0-0-51 LOADING (psD SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.38 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.01 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-SH Weight: 49 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 5-6. SLIDER Right 2x8 SP 240OF 2.0E 2-4-0 REACTIONS. All bearings B-8-0 except Qt=length) 8=0-3-8. (lb) - Max Horz 7=-52(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 5=-177(LC 12), 7=-224(LC 12), 8=-222(LC 12) Max Grav All reactions 250 lb or less at joint(s) 5, 6, 8 except 7=332(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-473/174, 2-3=-237/527, 3-5=-246/494 BOT CHORD 1-8=-136/481, 7-8=-1361481, 6-7=-136/529, 5-6=-278/178 WEBS 2-7=-365/877.2-6=-830/292 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-4-0, Extedor(2R) 6-4-0 to �� 9-4-0, Interior(1) 9-4-0 to 10-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and ,�%% PQU I N VFW forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ,�� ,0 C E N • • `� �0 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� •.'�\ S'�•.• �i� to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 68182 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 177 lb uplift at joint 5, 224 lb uplift at = .D joint 7 and 222 lb uplift atjoint 8. S*CO F 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 0,�' • it` Q 81111111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �r 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 ivi 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?p11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES ' T26947554 MYERS_RES N1 Common 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:53 2022 Page 1 I D: Hp5o_2WIvN?XVjsK9jcgOdyU RVz-f3sram6DyMHFOoDzjsuQYTkdaPXOE8pi_Xe5zfzhzPi 2-4-0 64-0 10-8-0 1.5x8 STP = 3x6 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020fTPl2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x8 SP 240OF 2.0E 2-4-0 REACTIONS. (size) 5=Mechanical, 7=0-8-0 Max Horz 7=-52(LC 10) Max Uplift 5=-169(LC 12), 7=-440(LC 12) Max Grav 5=284(LC 1), 7=505(LC 1) 4x6 = Scale = 1:18.9 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TC 0.41 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 BC 0.22 Vert(CT) -0.01 5-6 >999 180 WB 0.27 Horz(CT) 0.00 5 n/a n/a Matrix-SH Weight: 49 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-596/143, 2-3=-351/416, 3-5=-357/430 BOT CHORD 1-7=-105/580, 6-7=-106/627, 5-6=-234/277 WEBS 2-7=-425/893, 2-6=-820/390 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Intedor(1) 3-0-0 to 6-4-0, Extenor(2R) 6-4-0 to 9-4-0, Interior(1) 9-4-0 to 10-8-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 lb uplift at joint 5 and 440 lb uplift at joint 7. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." QU IN ,�I11111111/��� No 68182 :P• ST OF .'W 10, 11111 Joaquln Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 1 building design. Bracing indicated is to prevent buckling of individual tress web and/or chord members only. Additional temporary and permanent bracing Mirek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSkTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tress Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers MYERS RES T26947555 MYERS—RES NH5 Hip Girder 1 1 Job Reference (optional) HUllclers FlrstSource (I ampa, FL), I ampa, I-L - 33b54, 8.530 s Dec 5 2021 MiTek Industries, Inc. 1 hu Feb 24 U9:21:b4 2072 Page 1 ID: Hp50-2WIvN?XVjsK9jcgOdyURVz-BGQDn66rjgP60yo9HaPf5hHsPpuyzcFrCBOfW6zhzPh 1 2-4.0 5-0-0 7-6-0 10-4-0 12-8-0 2-4-0 2-8-0 2-8-0 ~ 2-8-0 2-4-0 Special 4x6 = 4 00 Scale = 1:20.7 Special NAILED 46 = 1.5x8 STP = Special 1.5x8 STP = 2x4 II 2x4 11 2-0-0 5-0-0 7-8-0 1OA-0 j0-8-q 12-8-0 2-0-0 -4-0 2-8-0 2-8-0 2-8-0 -4-0 2-0-0 Plate Offsets (X,Y)— [1:0-2-14,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 TCDL 7.0 Lumber DOL 1.25 BC 0.17 BCLL 0.0 Rep Stress Incr NO WB 0.19 BCDL 10.0 Code FBC20201TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 7=0-8-0 Max Horz 10=-41(LC 6) Max Uplift 10=-479(LC 8), 7=-427(LC 5) Max Grav 10=564(LC 39), 7=564(LC 38) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-263/198, 2-3=-647/253, 3-4=-595/250, 4-5=-647/253 BOT CHORD 1 -1 0=-1 63/265, 9-1 0=-1 63/265, 8-9=-177/700 WEBS 2-10=-489/424, 2-9=-389/638, 5-8=-383/638, 5-7=-489/373 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.02 8 >999 240 MT20 2441190 Vert(CT) -0.02 9 >999 180 Horz(CT) 0.00 7 n/a n/a Weight: 52 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 479 lb uplift at joint 10 and 427 lb uplift at joint 7. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 93 lb up at 5-0-0, and 189 lb down and 93 lb up at 7-8-0 on top chord, and 211 lb down and 178 lb up at 5-0-0, and 211 lb down and 178 lb up at 7-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 1-6=-20 PptU IN VFW No 68182 � : S OF �:��/ •,''`S��NA� EC1,% 1111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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?PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply. Jessica Myers_MYERS RES T26947555 MYERS_RES NH5 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:21:54 2022 Page 2 ID: Hp5o_2WIvN?XVjsK9jcgOdyURVz-BGQDn66rjgP60yo9HaPf5hHsPpuyzcFrCBOfW6zhzPh LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=59(B) 8=59(B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or 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/fPli Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply Jessica Myers MYERS RES T26947556 MYERS_RES VT Valley 1 1 Job Reference (optional) tsuuaers rlrstaource t I ampa, t-Lj, I ampa, rL - 33oe4, 2x4 LOADING (psf) SPACING- 2-0-0 CS'. TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 TCDL 7.0 Lumber DOL 1.25 BC 0.04 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. All bearings 2-5-4. (Ib) - Max Horz 1=32(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 2 Max Grav All reactions 250 lb or less at joint(s) 1, 2, 2, 3 `FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 6.53U Is Uec 6 2UZ1 MI I eK Industries, Inc. Ihu Feb 24 09:21:55 2022 Page 1 ID: Hp5o_2 WIvN?XVjsK9jcgOdyURVz-cS_b_S7UUzXzd6N LrHxudup2HDGDi5S_Rr7C2YzhzPg Scale = 1:6.9 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.00 1 >999 240 MT20 244/190 Vert(CT) -0.00 1 >999 180 Horz(CT) -0.00 2 n/a n/a Weight: 6 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE T-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord, in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code" �11111111/i� ,,`% otl pUIN V �,,i,�i J. ' ........ No 68182 ST OF : 44/� nu Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Gate: February 25,2022 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I7912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - MITBk' 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/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3 � /4 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system, e.g. Apply plates to both sides of truss 1 2 3 diagonal or X-bracing, is always required. See BCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer. For 0'�1 fi ' c1-2 c2-3 wide truss spacing, individual lateral braces themselves Tor 0 rXc3o 4 pm ��? X may require bracing, or alternative I bracing should be considered. 3. Never exceed the design loading shown and never Uo a� O stack materials on inadequately braced trusses. o Z5 U 4. Provide this truss design to the building copies of n- o designer, erection supervisor, property owner and For 4 x 2 orientation, locate c7-8 ce-7 cs-s all other interested parties. plates 0- '/ic' from outside BOTTOM CHORDS 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI 1. required direction of slots In AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO Design n assumes trusses will be suitably 9 y protected from connector plates. THE LEFT. the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20120 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted, moisture content of lumber software or upon request. NUMBERS/LETTERS. shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for PLATE SIZE PRODUCT CODE APPROVALS use with fire retardant, preservative treated, or green lumber. ICC-ES Reports: 10. Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator. General practice is to 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 camber for dead load deflection. to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 11. Plate type, size, orientation and location dimensions the length parallel to slots. indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. output. Use T or I bracing if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by others. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved reaction section indicates joint 17. Install and load vertically unless indicated otherwise. �� 5 number where bearings occur. Min size shown is for Crushing only. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: W1 19. Review all portions of this design (front, back, words ANSI/TP11: National Design Specification for Metal and pictures) before use. Reviewing pictures alone is not sufficient. Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. � 20. Design assumes manufacture in accordance with BCSI: Building Component Safety Information, ANSI/TPI 1 Quality Criteria. Guide to Good Practice for Handling, MiTek Installing & Bracing of Metal Plate 21.The design does not take into account any dynamic Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 or other loads other than those expressly stated. Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947498 f MYERS_RES DGRF FLAT GIRDER 1 2 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.530 s Dec 6 2021 MiTek Industries, Inc. Thu Feb 24 09:20:57 2022 Page 1 I D:Hp5o_2WIvN?XVjsK9jcgOdyURVz-II UgpdQ589ECgBxCR5ul HfQO8gMd6eTS5p480vzhzQa 8-11-0 13-310 17-8-4 22-0-14 26-7-4 4� 6 4-0-10 4-4-10 4-0-10 411-10 4F G 8x10 = 2x4 II 5x8 = 2x4 II 3x4 = 5x8 = 2x4 II 8x10 = Scale: 3/16"=T 1 17 18 2 19 20 3 21 22 234 24 5 6 25 267 27 28 8 29 rH 16 30 15 31 3233 14 1334 12 3536 6x12 MT20HS II 7x10 = LUS24 2x4 11 46 = 3x8 = LUS24 1.5x8 STP = LUS24 LUS24 LUS24 LUS24 3, 11 38 39 40 10 — 42 43 449 2x4 11 7x10 = 1.5x8 STP = LUS24 LUS24 LUS24 LUS24 6x12 MT20HS II LUS24 LUS24 4� 6 8-11-0 13-3-10 17 8 4 22-0-14 26-7 4 4-6-fi :i:Z 4�-10 4 4-10 411-10 4-0 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.16 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.17 11-12 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(CT) -0.04 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 564 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 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 9-1-8 cc bracing. 1-16,8-9: 2x4 SP M 31 WEBS 1 Row at midpt 1-16, 8-9. 1-15, 3-15, 6-10, 8-10 REACTIONS. (size) 16=0-7-4, 9=0-8-0 Max Horz 16=649(LC 4) Max Uplift 16=-3718(LC 4), 9=-5587(LC 7) Max Grav 16=4692(LC 1), 9=6352(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-4656/3688, 1-2=2067/1818, 2-3=2067/1818, 34=-3892/3141, 4-6=-3892/3141, 6-7=-2269/1928,7-8=-2269/1928,8-9=-5662/5051 BOT CHORD 15-16=-587/502, 14-15=-2987/3411, 12-14=-2987/3411, 11-12=-2918/3510, 10-11=2918/3510, 9-10=284/249 WEBS 1-15=-3802/4807, 2-15=-914/861, 3-15=-3149/2458, 3-14=-668/984, 3-12=901/1125, 4-12=-812/718, 6-12=817/930, 6-11=-617/975, 6-10=-2909/2288, 7-10=-944/948, 8-10=-4037/5255 NOTES- (14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf, h=25ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3718 lb uplift atjoint 16 and 5587 lb uplift at joint 9. 10) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 cc max. starting at 5-0-0 from the left end to 7-0-0 to connect truss(es) to front face of bottom chord. �I %%•ot'-. VF� .,* 'DENS No 68182 :. S t .�; O N A'11111111l "c����• Joaquln Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2022 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 l' building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing WOW 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 ANSI1'TPf1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Jessica Myers_MYERS RES T26947498 MYERS_RES DGRF FLAT GIRDER 1 Job Reference (optional) uuntlers rlrsusource (I ampa, t-L), I ampa, rL - 33004, o.aoU 5 ucc o 4U41 W11 I — u l—U l—, 1116. 1 'cya 1 ID:Hp5o_2\MvN?XVjsK9jcgOdyURVz-IlUgpdQ5B9ECgBxCR5ulHfQO8gMd6eTS5p480vzhzQa 4£-6 8-11-0 13-3-10 17�-0 22-0-14 26-7 4 4EF 4-0-10 4�1-10 4<f-10 4-0-10 4 6 6 Bx10 = 2x4 II 5x8 = 2x4 II 3x4 = 5x8 = 2x4 II 8x10 = Scale: 3/16"=l' 1 17 18 2 19 20 3 21 22 234 24 5 6 25 267 27 28 8 29 4`� It fl 11 n MR A 110 rin an Vnn�� ng g, 35— aA Al — 16 15 ____ 14 14 •-- 12 -- -, 11 -- -- ._ 10 .. _ 449 6x12 MT20HS 11 7x10 — LUS24 2x4 11 46 = 3x8 = LUS24 2x4 11 7x10 — 1.5x8 STP = 1.5x8 STP = LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 6x12 MT20HS II LUS24 LUS24 17-8-4 22-0-14 44-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.16 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.17 11-12 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(CT) -0.04 9 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 564 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puflins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 `Except` BOT CHORD Rigid ceiling directly applied or 9-1-8 oc bracing. 1-16,8-9.,2x4 SP M 31 WEBS 1 Row at midpt 1-16, 8-9. 1-15, 3-15, 6-10, 8-10 REACTIONS. (size) 16=0-7-4, 9=0-8-0 Max Harz 16=-649(LC 4) Max Uplift 16=-371B(LC 4), 9=-5587(LC 7) Max Grav 16=4692(LC 1), 9=6352(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-4656/3688, 1-2=2067/1818, 2-3=2067/1818, 3-4=3892/3141, 4-6=-3892/3141, 6-7=-2269/1928, 7-8=2269/1928, 8-9=-5662/5051 BOT CHORD 15-1 6=-587/502,14-15=-2987/3411, 12-14=-2987/3411, 11-12=-2918/3510, 10-11=2918/3510, 9-10=-284/249 WEBS 1-15=-3802/4807, 2-15=-914/861, 3-15=-3149/2458, 3-14=-668/984, 3-12=901/1125, 4-12=-812/718, 6-12=-817/930, 6-11=-617/975, 6-10=-2909/2288, 7-10=-944/948, 8-10=4037/5255 j 11111►/��'S, NOTES- (14) ,``tt .. QV IN 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: OP , C' E•N_S'�• ♦♦, Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. �� •��� Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 4 N O 68182 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to *. ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=A51`t; L=30ft; eave=4ft; Cat. s CC 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ;end vertical left and right exposed; Lumber — •. ST O F �(/ DOL=1.60 plate grip DOL=1.60 O'• ooi♦ 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,� ,.C`� O Q.•; \�,,� to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. ♦♦ R ♦I slS • • • • • • • • • • •�G % plates6) All 7) Thistruss has been dies gned fora 110.0 psf bottomchordhord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Joaquin Velez PE No.68182 will fit between the bottom chord and any other members, with BCDL = 10.Opsf. MITek USA; Inc. FL Cert,6634 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3718 lb uplift atjoint 16 and 5587 lb 6904 Parke East Blvd. Tampa FL 33610 uplift at joint 9. Date: 10) Use Simpson Strong -Tie LUS24 (4-1 Od Girder, 2-1 Od Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at February 25,2022 5-0-0 from the left end to 7-0-0 to connect truss(es) to front face of bottom chord. ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 511912020 BEFORE USF_ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 ARROW ON THE TRUSS REPRESENTS ITS LEFT END 479111II1U1 22-00-00 U U U W W W U U U ,�.%� LL LL LL LL LL LL LL LL LL lL lL LL p ti n 4 p a n o a 0 U U W WW W W W W W U U CJ1F CJ1F CJ3F ° a-- CJ3F CJ1 1-0 -00 { o opi CJ3F CJ3F o CJ5F o _>,. CJ5F a I o CJ5F a - o CJ5F BH7F _too 'h - o0 L. I 2-00-0 CH7F o BF ..c-, o .,..: 2 00 10 0 FLATCLGa O 0 CH9F BF _2 II 1 0 2-0 -00 _ - FT - - o .___. 1-0 _00 -_ ._ _._ .o:.: G6F GIF FT I 2-0(-00 I_ 2-0 00. o o LI 2 0(-00 2-00-00 G6F d �: FT - G5F p¢ a. _ _. fD "' rm b FT 25-08 OB 2-0 -00 0 00 10-0 FLAT CLG G4F J o FT I 2 0 -OOI CO2-0 - 0 9a 0 a. _ - G3F o� I 2 0 00 o 2-0 00 13 00 00 �o FT ._� ` G2F x ow !.m I 2-0 -00 I o 2-00-00 C a FT .. L _. m G1 F a 2 0 OO I I n ..,-- 2-00-00 FTGR1 ° z GHF FT1 I —� PPR �( 1 0 -OOI o o 2-0 00 CJ3F a _ _ a GF FT1A o c 22 04-00 2-0 -00 FT6 ,_� 2- -00 GH9F �,„ CJ1F 0 ..� O FT2 ( o� ( 2 0 OO 2-0 0 GH7F U y`a(, 0 a _ 0 _ 0 8-06-00 �2 -0 -00� FT3 o q CJ5F - FT5... W 0: o q„ MTF 0 -00� CJ3F _. a FT4j1 CJ1F FGR1 � � 2-0 -0) � 2-0 -00 . - A1F A1F 1-0 00 n �LLn M LL v) o I. ,. W WW W U U U �'� AF 2-00-00 o 9 AF 20 00 M o o r AF 2-00-00 I q L.. -.. o0 AH13F-� 4 0 2-0 -00 d ev AH11F I. 2-0 -00 I q o AH9F 2-00-00 -� o AH7F I-) 8'-0' FLAT CLG 24 00 o LLL 111 N CJ5F (.) oo I- I CJ5F p.. CJ3F CJ3F � uLLi M W W U U LL y✓, U 22-08-00 6-08-00 8-08-00 1 0 0 O _ _ _ M _ = NN M _ � v = _ = 2 2 -a U U CJ1 n a a a a a A a d p a 4 A 4 a n 4 q a °o- CJ1 d° CJ3 CJ3 q CJ5 CJ5 a a-, EJ7 EJ7 :a- 5-00-00 L 9 b. 5-00-00 EJ7 ,.a., EJ7 _. o T o T o I Ili o 1 o 9 25 901 0 1 N N N N N N N N N N N N N EJ7 .,> _-o EJ7 EJ7 ..d r EJ7 Un:- EJ7 .-a g O P EJ7 EJ7 .a„ o c g N o v ' X EJ7 E.17 -� -.. EJ7 EJ7 <a- EJ7 EJ7- EJ7 CJ5 p„ a EJ7 CJ3 go 0 a, ;2-0 -'00 MG EJ7 CJ1 oa F a Burilujad RlunoO alon l'IS 03A13038 CJ1 N 00. NH5 U U W W o .n-:. 0 CJ3 9 CO CJ3 a-- CJl a P CJ1 o a q a 4 o d ,�J ( •- y✓ S M � N � M U U W W W U U 1 CONV. FRAMING BY BLDR. 8-0-0 PT. HT". 10-0-OPT.HT'. 19-8-12 PT. HT. .p/ v i 2r 1602 INDUSTRIAL PARK DR PLANT CITY FL Phone: (813) 759-5922 Fax: (813) 752-1532 http:lty w .bldr.com General Notes: - Per ANSI/TPI 1-2007 all " Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. - Dimensions are Feet -Inches- Sixteenths. - Trusses are to be 24" o.c. unless noted otherwise (U.N.O.) - Trusses are not designed to support brick L1.N.0. - Do not cut or modify trusses without first contacting Builders FirstSource. - Immediately contact Builders FirstSource if trusses are damaged. Connection Notes: - All hangers are to be Simpson or equivalent U.N.O. - Use Manufacturer's specifications for all hanger connections U.N.O. - Use 10d x 1 1/2" Nails in hanger connections to single ply roof girder trusses. Floor Truss Notes: - Shift truss as required to avoid plumbing traps. - Installation Contractor and/or Field Supervisor are to verify all dimensions, trap locations, and options prior to installation Dimension Notes: - Drawing not to scale. Do not scale dimensions Roof: TCLL 2:F 3F TCDL 7 PSF` BCDL. 10 Floor: TCLL: 40 PSF TCDL: 10 PSF BCDL: 5 PSF Wind: Velocity: 150 P' 1' Exp. fat.: Occup. Cat.: Roof pitch: 4/12 Cantilever: 24" Elevation: Nt/'I, Options: N/A. Designed by:CM Layout: MYERS RES_LAY Date: 10/12/21 Revision History: Revl: 01/17/22 Rev2:02/24/22 :omments:"" SCALE: N.T.S. NOT FOR SCALE 1of1