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C C C C C e C C s C s c C C Hatch Legend %! T.O.B @ 8r1" 12 eO 1 TRUSS END DETAIL # 1 2,512 1-6-0 TRUSS END DETAIL # 2 RECEIVED JUL 012021 St. P mOngntY NOTES: 1.)REFER TO HIB 91 (RECOMMENDATIONS FOR HANDLING INSTALATION AND TEMPORARY BRACING.) REFER TO ENGINEERED DRAWINGS FOR PERMANENT BRACING REQUIRED. 2.)AII TRUSSES (INCLUDING TRUSSES UNDER VALLEY FRAMING) MUST BE COMPLETELY DECKED OR REFER OR DETAIL V105 FOR ALTERNATE BRACING REQUIREMENTS. 3.)ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED BY BUILDER. 4.)ALL TRUSSES ARE DESIGNED FOR 2' ox. MAXIMUM SPACING UNLESS OTHERWISE NOTED. S.)ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED LOAD BEARING UNLESS OTHERWISE NOTED. 6.)SY42 TRUSSES MUST BE INSTALLED WITH THE TOP BEING UP. 7.)BEAM/HEADER/LINTEL (HDR) TO BE FURNISHED BY BUILDER. RrstSo�urce Jacksonville PHONE: 904-772.6100 FAX:904-772-1973 Tampa PHONE:813-621-9831 FAX 8IM28A956 Freeport N • FAX E. MITEK PLATE APPROVAL #'s 2197.2 - 2197.4, WEYERHAUSER PRODUCT #'s 1630.2 - 1630.10 F `cN/A" I- - N/A I 2594011 MiTek' RE: 2594011 - Site Information: Customer Info: Trefelner Construction Lot/Block: - Address: 10900 Heil Rd., - City: Fort Pierce Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: 2594011 Model: - Subdivision: - State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of. Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 150 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 13 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T23079879 T01 3/4/21 2 T23079880 T02 3/4/21 3 T23079881 T03 3/4/21 4 T23079882 T04 3/4/21 5 T23079883 T05. 3/4/21 6 T23079884 T07 3/4/21 7 T23070885 T08 3/4/21 8 T23079886 T09 3/4/21 9 T23079887 V01 3/4/21 10 T23079888 V02 3/4/21 11 T23079889 V03 3/4/21 12 T23079890 VO4 3/4/21 13 T23079891 V05 3/4/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource-Jacksonville. Truss Design Engineer's Name: 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 ANSIrrPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. ,,,�t;111111/���,,I %%�Op,CIUIN Ve 8182. �k •:cc .0 '.- `STATE OF SIO N A` fe,- / I t L111, Joaquin Velez PE No.68182 MITek USA, Inc.. FL Urt 6634 6904 Parke East,Blv&Tampa FL 33610 Date:: March 4,2021 Velez, Joaquin 1 of 1 Job Truss Type Qty PlyT2307982594011 T Roof Special 6 1 Job Reference (optional) iSource (Jacksonville, FL), .lacksonvrlle, FL - 32244, 8A30 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 4 06:36:16 2021 Page 1 I D:ArjFelaDeDNBg3H4JsmU kezp9h2-kipf8ibfbfiWAo2QhOwUO6MzB14lo4id6Yt3bVzeNoz 1S-0 8 4 0 13 7 6 21-M 29-1-1 33 10.0 41 0.0 2 1-6.0 8-4-0 53-6 7-4-9 a-1-2 4�-15 7-2-0 .2 5x6 = 6.00 12 4x6 = -- 16 .., — ,.. 11 10 4x6 — ST1.5x8 STP = 5x8 = 3x4 = 3x4 = 3x6 = 3x4 — 6x8 = 3x6 = 25-4-0 3x6 = Scale=1.76.7 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 CS1. TC 0.83 BC 0.74 WB 0.43 Matrix-MSH DEFL. in (loc) I/deft Ud Vert(LL) 0.19 16-20 >503 240 Vert(CT) 0.18 16-20 >546 180 Horz(CT) 0.04 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 200 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 5-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 4-16, 6-10 2-15: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 0.8-0 except (jt=length) 2=0-6-0, 10=0A-0. (lb) - Max Horz 2=183(LC 11) Max Uplift All uplift 100 lb or less at joints) except 2=-334(LC 12), 16=798(1_C 12), 10=-594(LC 12),8=-184(LC 12) Max Grav All reactions 250 lb or less at joints) except 2=295(LC 21), 16=1495(LC 2), 10=1483(LC 18), 8=253(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-393/457, 3-4=-301/446, 4-5=1321/753, 5-6=-1359/815, 6-7=-155/405, 7-8=229/418 BOTCHORD 2-16=430/452, 14-16=-550/1331, 12-14=316/942, 10-12=-712/1277, 8-10=-373/294 WEBS 3-16=-357/408, 4-16=-1820/1117, 4-14=-209/264, 5-14=-80/487, 5-12=-185/519, 111111111 6-12=-234/363, 6-10=-1866/1127, 7-10=-347/321 PQU I N• VF NOTES- (7) 1) Unbalanced have �� J G E N • • c' '. S'�.••.: �� roof live loads been considered for this design. 2) Wind: ASCE 7-16; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=41ft; eave=5ft; CaL �� .•� �,� No II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-6-0 to 2-7-3, Intedor(1) 2-7-3 to 21-0-0. Exterior(2R) 68182 •: 21-0-0 to 25-1-3, Interior(1) 25-1-3 to 42-6-0 zone; cantilever left and left for forces * right exposed ; porch exposed;C-C members and & 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 �p to the use of this truss component. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads./41 F �• i '• SIP, • 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 Q �.• �� will fit between the bottom chord and any other members, with BCDL = 10.Opsf. �i� ``s • O R I V • �?\ `�� • • • �' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 334 lb uplift at joint 2, 798 lb uplift at �j� S� •' • �� 0 N L joint 16, 594 lb uplift at joint 10 and 184 lb uplift at joint 8. "This �� A �%,%� III 7) manufactured product is designed as an individual building component. The suitability and use of this component for any 1111.1.1 Wt 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 Dater March 4,2021 ® 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSFTPII 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 ]Job T23079880 2594011 T02 Roof Special Structural Gable 1 Reference (optional) >uurue t.racxwnvme, FL.), 3aCxwnvnie, rL- 3zz94, 8.43U s Feb 12 2021 MTek Industries, Inc. Thu Mar 4 06:36:17 2021 Page 1 ID:AdFelaDeDNBg3H4JsmUkezp9h2-CuM1L2cHMyrNoyddF6RjwJv7g9QRXXrmLCcc7xzeNoy 4 11-13 13-7-6 21-0-0 22 0 q 27-0-8 2 -o 1 6 0 4 11-13 3-0 3 0 4 0 4 11-0 7-4-9 1 0-0 5.0.8 0.3-8 5x8 = 6.00 FIT 3x4 = ST1.5x8 STP = 5x6 = 3x6 11 6x8 = 3.00 12 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 BOT CHORD 2x4 SP No.2 *Except* 2-10: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 3-10: 2x6 SP No.2, 6-7: 2x4 SP No.2 OTHERS 2x4 SP No.3 13-7.6 Scale = 1:52.3 CSI. DEFL. in (loc) I/defi Lid PLATES GRIP TC 0.84 Vert(LL) 0.2610-13 >392 240 MT20 244/190 BC 0.75 Vert(CT) 0.2310-13 >432 180 WB 0.43 Horz(CT) 0.05 7 n/a n/a Matrix-MSH Weight: 145 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 6-M oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS. (size) 2=0-6-0, 10=0-8-0, 7=0-4-0 Max Horz 2=190(LC 12) Max Uplift 2=351(LC 8), 10=769(LC 12), 7=278(LC 12) Max Grav 2=230(LC 21), 10=1277(LC 1), 7=595(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-697/768, 3-4=6551797, 4-5=1029/580, 5-6=-464/338, 6-7=547/420 BOT CHORD 2-10=713/512, 9-10=535/904, 8-9=242/410 WEBS 3-10=361/417, 5-9=270/658, 6-8=206/396, 4-10=1813/1247 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf, h=18ft; B=45ft; L=27ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Intedor(1) 1-&0 to 21-M, Extedor(21R) 21-0-0 to 24-0-0, Interior(1) 24-0-0 to 27-2-4 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 noncoricurrent 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-" 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 351 lb uplift at joint 2, 769 lb uplift at joint 10 and 278 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." N m m ,`,k111111111fit. % . - & I N `�Ov�G %.`�ENBF��,'�i i No 68182 Ot S OF .:.44/ ff R 1 O P ; \_,�� %�� lunll Joaquin Velez PE No.68182 MRekUSA, Inc. R. Cert 6634 6gb4 Parke East Blvd. Tampa FL 33610 Date: March 4,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. • Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast 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 T23079681 2594011 T03 Roof Special 7 1 Job Reference (optional) wurcx t.racxsonvme, rc/, .racxsonviue, rL - Jru44, 8.430 s Feb 12 2021 MU'ek Industries, Inc. Thu Mar 4 06:36:18 2021 Page 1 ID:ArjFelaDeDNBg3H4JsmUkezpgh2-g5wPZOdv7GzEQ6CpopzyTXSIaZmgG_5wasMAfOzeNox 1 6 0 4 11-13 8 8 0 13-7-6 2140-0 27-0 0 1- 0 4-11-13 3� 3 4-11.6 7-4-9 1 0 0 5 4-0 5x8 = 6.00 12 sx4 = ST1.5xB STP = 5x6 = 3x6 I I 6x8 = 3.00 12 13-7-6 Scale=1:52.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weil Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.26 10-13 >392 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.23 10-13 >432 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix-MSH Weight: 145 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 2-10: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-10 3-10: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-6-0, 10=0-8-0, 7=0-" Max Horz 2=190(LC 12) Max Uplift 2=351(LC 8), 10=-769(LC 12), 7=278(LC 12) Max Grav 2=230(LC 21), 10=1277(LC 1), 7=594(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-0=-097/768, 3-4=-6561797, 4-5=1029/580, 5-6=463/338, 6-7=547/420 BOT CHORD 2-10=713/513, 9-10=-535/904, 8-9=242/410 WEBS 3-10=362/417, 5-9=-269/658, 6-8=-206/397, 4-10=1813/1247 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=1Bf% B=45ft; L=27ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-8-0 to 1-6-0, Interior(1) 1-6-0 to 21-", Extedor(2R) 21-0-0 to 24-0-0, interior(1) 24-0-0 to 27-2-4 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 351 Ito uplift at joint 2, 769 lb uplift at joint 10 and 278 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." PQU I N VFt'''�. i No 68182 3 : OF OOR„ �. Al 1/0 O N AX, Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 4,2021 ® 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 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 fhls design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is for iwiTek° always required stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/f Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply2594011 T23079882 FJobReference T04 Scissor 3 1 (optional) 2X4 t�o���,,.,,,_. •ter, .,a�,.x,,,.,-� - �« o.vau s reo iz zuzi oat I eK mausmes, Inc. I nu Mar 4 06:36:19 2021 Page 1 ID:AdFelaDeDNBg3H4JsmUkezp9h2-BHUomkeXuZ551 Gn?MXUBOk_TWz6P?Tl3oW5jCgzeNow 1-0 0 4-3-3B-1-0 11-8-13 16-2-0 33 15-0 43-9-13 3-7-13 453 Scale=1:30.2 5x6 = 3x6 ::::r 3x4 zZZ 8-3-0 7 11 0 Plate Offsets (X,Y) - [1.0-2-2,0-1-01, [2:D-0-11,0-0-4j, [4:0-2-10 0-0-9] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.21 5-9 >938 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.32 5-9 >608 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.07 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH Weight: 60 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-7 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=0-4-0, 2=0-8-0 Max Horz 2=150(LC 11) Max Uplift 4=274(1_C 12). 2=-084(LC 12) Max Grav 4=594(LC 1), 2=683(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1423/998, 3-4=-1482/1054 BOT CHORD 2-5=-779/1249, 4-5=-815/1315 WEBS 3-5=418/808 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=1811; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 8-1-0, Extedor(2R) 8-1-0 %%'J 1111111 j� to 11-1-0, Intedor(1) 11-1-0 to 16-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions `���� U N V fI�� shown; Lumber DOL=1.60 plate grip DOL=1.60 ,�� OPQ 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `�� , ,•'. Ci E N S to the use of this truss component ,• �, �` •, *-*:I 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-M wide N O 6 81 82 will fit between the bottom chord and any other members. 7lt 6) Bearing at joint(s) 4, 2 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. -� 7) joint 2 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 274 lb uplift at joint 4 and 384 lb uplift at SPOR OF • (V 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any i,�� P ��� particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ,���s •: 1s�lON A� 1%%%%� Joaquin Velez PE No.68182 MITek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 4,2021 WARNING -Verity 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 MiTekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSIITP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city PlReference 71." T22594011 T05 Scissor 3 (optional) srauwcx t.ramsunvnie, rL/, aacKsonvnie, rL - at[44, t5.43U s I-eb 12 ZUZ1 MITek Industnes, Inc. Thu Mar 4 05:36:20 2021 Page 1 ID:AgFelaDeDNBg3H4JsmUkezp9h2cT2A 4e9ftDxfQMCwE?QYyXeDNSbkwdClArGkGzeNov 7-10-8 11.65 15-11-8 7-10-8 3-7-13 4-5-3 5x6 = 3x6 3x6 i LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.89 BC 0.72 WB 0.30 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=0-5-8, 3=0-4-0 Max Horz 1=129(LC 10) Max Uplift 1=276(1_C 12), 3=276(LC 12) Max Gram 1=590(LC 1), 3=590(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1405/1004, 2-3=-1460/1050 BOT CHORD 1-4=-775/1229, 3-4=811/1295 WEBS 2-4=-414/794 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.20 4-10 >949 240 MT20 244/190 Vert(CT) -0.33 4-10 >589 180 Horz(CT) 0.06 3 n/a n/a Scale=1:27.9 Weight: 56 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-0-1 oc bracing. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult--150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Intenor(1) 3-0-0 to 7-10-8, Extedor(2R) 7-10-8 to 10-10-8, Interior(1) 10-10-8 to 15-11-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-M wide will fit between the bottom chord and any other members. '6) Bearing at joint(s) 1, 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 1 and 276 lb uplift at joint 3. 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." ,`,��►1111111►���', `�.. PCLU IN i No 68182 �.' OF •4U, i 0 OR 111.11 Joaquin Velez PE No.68182 ll USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 4,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 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 is for MiTek' always required stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty J�FJ.b T22594011 T07 Common Supported Gable 1 Reference o tional rauwu t.raurtbunvme, rLI, Jacksunvttle, rL - JLL44, BA30 s Feb 12 2021 MTek Industries, Inc. Thu Mar 4 06:36:21 2021 Page 1 I D:Ad Fe laDeDNBg3H4JsmUkezpgh25gcYBPfnQBLoHawO UyWf594z7mxMTQPM GgagGjzeN ou 1W B-1-0 16-2-0 8-1-0 8-1-0 46 = 3x4 = Scale: 318"=l' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.00 1 n/r 120 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.OB Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 78 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 16-2-0. (lb) - Max Horz 2=150(LC 11) Max Uplift All uplift 100 lb or less atjoint(s) 10, 15, 18, 13, 12 except 2=-164(LC 12), 17=-109(LC 12), 11=-11O(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 10, 2, 14, 15, 17, 18, 13, 12. 11 FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 9-11=129/256 NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf, BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; Gable Roof Common Truss; MWFRS (directional) and C-C Comer(3E) -1-6-0 to 1-6-0, Exterior(2N) 1-&0 to 8-1-0, Comer(311) 8-1-0 to 11-1-0, Exterior(2N) 11-1-0 to 16-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. ` 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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-M wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 15. 18, 13, 12 except Qt=lb) 2=164, 17=109, 11=110. 11) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 2. 12) "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 I N v,``�I�IIIIII/II�',I PF� , i No 68182 O'. S OF .44/ *��s`S�O N A - %`% 11111 Joaquin Velez PE No.68182 MITek USA, Inc. FL Ceft 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 4,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. -- Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• 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 ANSUiPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SateWintormatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply T23079865 2594011 T08 GABLE 1 1 Job Reference (optional) zource, i ampa, i reasure Goast, FL 8.430 s Feb 12 2021 MTek Industries, Inc. Thu Mar 4 1422:26 2021 Page 1 ID:MFelaDeONBg3H4JsmUkezpgh2-segePKfsN7CyX?J9yFnuP?idRSegkteg_2Dcy zeHsB , 7- :8 13-7-6 21-0-0 29-1-1 34-4-12 41-0-0 A2-6.0 1-6-0' 7-5-8 6 1-14 - 7 4-9 &1-2 53-11 6-7-4 1-6-0 US = 6.00 12 Scale=1:72.5 3x6 — 3x6 = 24 23 2221 20 19 18 17 16 15 14 13 12 11 10 3x6 = 3x6 = 5x8 = 4x6 = 3x4 = 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/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-6: 2x4 SP No.1 BOT CHORD 2x4 SP ND.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 41-0-0. 5x6 = 41-0-0 CSI. DEFL. in (loc) I/de0 Ud PLATES GRIP TC 0.87 Vert(LL) 0.02 9 n/r 120 MT20 244/190 BC 0.30 Vert(CT) 0.05 9 n/r 120 WB 0.37 Horz(CT) 0.01 8 n/a n/a Matrix-SH Weight: 241 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-8 cc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. (lb) - Max Herz 2=182(LC 11) Max Uplift All uplift 100 lb or less atjoint(s) 24 except 2=249(LC 12), 22=-491(LC 12), 16=-284(LC 12), 11`--461(LC 12), 8=245(LC 12) Max Grav All reactions 250 lb or less at joints) 18, 19, 20, 23, 24, 15, 14, 13, 10 except 2=331(LC 1). 22=781(LC 21), 16=488(LC 1). 11=726(LC 22), 8=338(LC 1) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=293/301, 34=392/462, 6-7=-013/407, 7-8=-316/275 BOT CHORD 2-24=200/258, 23-24=200/258, 22-23=200/258, 10-11=201/277, 8-10=201/277 WEBS 3-22=716/717, 4-22=590/597, 5-16=-445/478, 6-11=547/554, 7-11=-677/662 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=41ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; Gable Roof; Common Truss; MWFRS (directional) and C-C Comer(3E) -1-6-0 to 2-7-3, Exterior(2N) 2-7-3 to 21-0-0, Corner(3R) 21-0-0 to 25-1-3, Exterior(2N) 25-1-3 to 42-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 cc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24 except Ot=1b) 2=249, 22=491, 16=284, 11=461, 8=245. 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 1,11111111111 QU IN No 68182 OF •:�41J 111111 Joaquln Velez PE No.68182 MTTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a buss 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 iVliTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the febrimUon, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 1 m IA 6 March 4,2021 Job Truss Truss Type qty ply T23079886 2594011 T09 GABLE 1 1 �JobReference(optional) ,, �.......,..� a��^��•_. ��I, auunauuvmn, r� - occ•w, d.43u 5 reD lz zuzl MI I eK mausmes, Inc. I nu Mar 4 Ub:36:25 2021 Page 1 ID:ArjFelaDeDNBg3H4JsmUkezp9h2-zRr31 ni1TPrEIBE9jnbbF?EVZOFEP8DxBSY1 PUzeNoq 1 6 0 7S8 13-7-6 21-0-0 27-2-11 34-9-0 1 6-0 7-5-8 6 1-14 7-4-9 6 2-12 7-6-5 5x6 = 6.00 12 Scale=1:59.7 3x6 = 21 20 19 18 17 16 15 14 13 12 11 1n a n 3x6 5x6 = 3x8 = 5x6 = 12-0-4 21-M 34-9.0 12-OA 8-11-12 13-9-0 Plate Offsets (X,Y)— [1:0-2-2,0-1-0], [3:0-1-12,0-1-8], [12:0-3-0,0-3-0], [18:0-2-0,0-3-0], [24:0-1-12,0-1-0], [26:0-1-12,0-1-0], [32:0-1-10,0-1-0], [36:0-1-15,0-1-0], [38:0-1-15 n 4 m LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.03 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 MatrixSH Weight: 206 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-8 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 OTHERS 2x4 SP No.3 REACTIONS. All bearings 34-9-0. (lb) - Max Horz 2=224(LC 11) Max Uplift All uplift 100 lb or less atjoint(s) 20, 21, 9,8 except 7=142(LC 12), 2=257(LC 12), 17=-463(LC 12), 13=-476(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 14, 15, 16, 19, 20, 21, 11, 10, 9, 8 except 7=256(LC 22). 2=346(LC 21). 17=771(LC 21), 13=744(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-368/349, 3-4=-430/491, 6-7=-349/284 BOT CHORD 2-21=272/324, 20-21=-2721324, 19-20=-272/324, 17-19=-272/324, 16-17=242/336, 15-16=-242/336, 14-15=-242/336, 13-14=242/336 WEBS 3-17=799/798, 4-17=558/480, 5-13=-399/509, 6-13=-484/594 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf: BCDL=3.Opsf; h=18ft; B=45ft; L=35ft; eave=2ft; Cat 11; Exp C; Encl., GCpi=0.18; Gable Roof; Common Truss; MWFRS (directional) and C-C Comer(3E) -1-6-0 to 1-11-10, Exterior(2N) 1-11-10 to 21-0-0, Comer(3R) 21-M to 24-5-10, Exterior(2N) 24-5-10 to 34-0-14 zone; cantilever left and right exposed ;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIfTPI 1. 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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-M Wide Will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 20, 21, 9, 8 except (jt=lb) 7=142, 2=257, 17=463, 13=476. 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." ♦11111111//� ``%%.oPpUIN VF�.,�. i 10 No 68182 cc 0•: OF :�I ass 111.11 Joaquin Velez PE N0.68182 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 4,2021 -- WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 511912020 BEFORE USE. ��• Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 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 T23079887 2594011 V01 Valley 1 1 Job Reference (optional) (.lacxsonwtre, FL), jacxsonvttte, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 4 06:36:26 2021 Page 1 ID:AdFelaDeDN Bg3H4J smUkezp9h2-Rd PRET1wEjz5NLpLGVBgoDntungnBhg5P61bywze Nop 2-0-0 2-0-0 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 REACTIONS. (size) 1=1-11-8, 2=1-11-8, 3=1-11-8 Max Horz 1=34(LC 12) Max Uplift 1=15(LC 12), 2=-36(LC 12) Max Grav 1=51(LC 1), 2=40(LC 17), 3=27(LC 3) Scale = 1:7.8 2x4 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 BC 0.03 Vert(CT) n/a n/a 999 WB 0.00 Horz(CT) -0.00 2 n/a n/a Matrix-P Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-16; Vult-150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Dpsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 2. 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." ``111111111%1,, ��`,,Pply I N VFW �.. i No 68182 0 •• P •. % Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 4,2021 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 n:v. 5/792020 BEFORE USE. -- Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual balding 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 ANS11TP/1 quality Criteria, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty ply T23079888 2594011 V02 Valley 1 1 Job Reference o tional ce tjacrz unvme, FL), aacksonvme, FL - 32244, 8A30 s Feb 12 2021 MTek Industries, Inc. Thu Mar 4 06:36:27 2021 Page 1 ID:"FelaDeDNBg3H4JsmUkezpgh2-vpzpSTkY?15y?VOYgCd3KQK_bByKt84Eeml8UMzeNoo 4-0-0 4-0-0 Y a d 2x4 % 2x4 II Scale=1:12.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-11-8, 3=3-11-8 Max Horz 1=79(LC 12) Max Uplift 1=36(LC 12), 3=-76(LC 12) Max Grav 1=119(LC 1), 3=126(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- (7) 1) Wind: ASCE 7-16; VuIt=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 111111 1 ��I� will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 'This ,,��'< �, p,QU I N . �� ��� 7) manufactured product is designed as an individual building component. The suitability and use of this component for any building is the responsibility the building designer ANSI ��� ,Q • • G• N • • � SF••. particular of per TPI 1 as referenced by the building code." :� .•• No 6,8182 'O N A E%%%%• Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. March 4,2021 ® 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 MrrekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of ind'Mdual truss web and/or chord members only. Additional temporary and permanent bracing Mirek• is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute. 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Truss Type Q ty ply 2594011 Valley 1 1 Job RefenReference (optional)T23079689 ,urce (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 4 06:36:27 2021 Page 1 ID:AdFelaDeDNBg3H4JsmUkezp9h2-vpzpSTkY?15y?VOYgCd3KQKwOBu8t84EemlBUMzeNoo 6-1-7 6413 6-1-7 0 3 s 3x4 LOADING (psi) SPACING- 24)-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 TCDL 7.0 Lumber DOL 1.25 BC 0.47 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020ITP12014 Matrix-P DEFL. in (loc) Udeft Lid Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) 0.00 nla n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=6-3-10, 3=6-3-10 Max Horz 1=54(LC 8) Max Uplift 1=-88(LC 8), 3=100(LC 8) Max Grav 1=176(LC 1). 3=176(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-140/261 Scale = 1:11.8 2x4 2x4 11 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% Structural wood sheathing directly applied or 6-4-13 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-16; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 1-6-0 to 4-6-0, Interior(1) 4-6-0 to 6-3-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3. 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." ``0111 I I I I IIIII % Pp Ui N Vp, 11,,Ire No 68182. S OF �4 .,�SS;N A1-1� ,% /1,1.111 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: March 4,2021 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T23079890 2594011 VO4 Valley 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Ci O 3x4 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 4 06:36:28 2021 Page 1 ID.,P4Fel aDeD NBg3H4JsmUkezpgh2-NOXBfpkAmKDp cezkOw81 tes98b FJca M OtQnho pzeNon 2x4 II Scale = 1:18A 2x4 2x4 11 v T N LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) nla n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 35 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=11-1-3, 4=11-1-3, 5=11-1-3 Max Horz 1=108(LC 8) Max Uplift 1=74(LC 8), 4=-48(LC 8), 5=256(LC 8) Max Grav 1=171(LC 1), 4=84(LC 1), 5=452(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=315/421 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-16; Vult--150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=oft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 1-6-0 to 4-6-0, Interior(1) 4-6-0 to 11-0-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except Ut=lb) 5=256. 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." ,1111111111/��� PpU I N Jam• ••� F• i No 68182 0 S C_ :•<v�': 1111111 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa FL 33610 Date: March 4,2021 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 M 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, enaction and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty ply T23079891 2594011 VOS Valley 1 1 Job Reference (optional) (Jacksonville, t-L), .facKsonvllle, t-L - a2244, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 4 06:36:29 2021 Page 1 ID:AdFelaDeDNBg3H4JsmUkezp9h2-sC5Zs9loXeLgEoYwydfXQrPNR?hSL2ZX54W FYFzeNom 1-3-9 2-7-1 1-3-9 1-3-9 2x4 6.00 12 2 3x4 = 3 2x4 Io 0 Scale = 1:5.9 D-043 Plate Offsets (X,Y)— [2:0-2-0,Edge] 2-6-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020rFP12014 Matrix-P Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-6-1, 3=2-6-1 Max Horz 1=11(LC 11) Max Uplift 1=23(LC 12), 3=-23(LC 12) Max Grav 1=49(LC 1), 3=49(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsfi h=18ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 1, 3. 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." o%POWN VFW,f.,ii ,O..•GENS• No 6818.2, • rc ST OF :•14/: R ` o P N��v,: O1N At- Joaquin Velez PE No.68182 MITek USA, Inc.. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 4,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5I7912020 BEFORE USE. Design valid for use only with MTeW connectors. This design is based only upon parameters shown, and is for an individual building component, not , a truss system. Before use, the building designer must 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 ANS01?11 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information evallable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in fit -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-yI r For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MITek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, Is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIfrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.