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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: 76893 - MELVILLE GAR. / Q58641 Site Information: Customer Info: MICHAEL DIFRANCESCO Lot/Block: Address: UNKNOWN City: ST LUCIE COUNTY MiTek USA, Inc. 6904 Parke East Blvd. Project Name: MELVILLE GARAGE Moc�erpa, FL 33610-4115 Subdivision: 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: FBC2017/TP12014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 9 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 1 T20884692 A 7/30/20 RECEIVED 3 T20884694 ATB 7/30/20 4 T20884695 GRA 7/30/20 ?fl 6 T20884697 J3 7/30/20 7 T20884698 J5 7/30/20 8 T20884699 9 T20884700 J7 KJ7 7/30/20 7130/20 ST, t ude County, Permitting copy This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSUTPI 1, Chapter 2. No 22839 P TO : ; r -0%. STATE OF a�� Walter P..'Finn PE'6.228N MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. July 30,2020 Finn, Walter 1 of 1 Job Truss Truss Type Qty, Ply MELVILLE GAR. / Q58641 T20884692 76893 A Hip 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s May 6 2020 MiTek Industries, Inc. Thu JUI 3u 12:42:4/ 2020 rage i ID:foUzHdvoF4amMLeaTFLn2NzMGUC-8dSOwRfkGNbSueOQ9PP6uPYgVOM4C29DXbJyZmystFc -2-0-0 4-9-4 9-0-0 15-0-0 21-0-0 i 25-2-12 30-0-0 i 32-0-0 2-0-0 4.9-4 4-2-12 6-0-0 6 0-0 4 2-12 4-9� 2-0-0 Scale = 1:55.8 4x5 = 3x8 = 4x5 = 21 22 5 23 24 6 3x5 i 3x8 = 3xb = 3x8 = 3x5 2x3 11 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.13 10-19 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.30 10-19 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.12 11 >999 240 Weight: 154 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-10-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=214(LC 11) Max Uplift 2=-740(LC 12), 8=740(LC 12) Max Grav 2=1495(LC 1), 8=1495(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2500/1437, 3-4=-2162/1239, 4-5=-1888/1193, 5-6=-1888/1193, 6-7=2162/1239, 7-8=-2500/1437 BOT CHORD 2-13=-1117/2201, 11-13=1038/2260, 10-11 =1 038/2250, 8-1 0=-1 159/2187 WEBS 3-13=-413/364, 4-13= 266/615, 5-13=-547/332, 5-10=-547/332, 6-10=265/615, 7-10=414/364 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=30ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 21-0-0, Exterior(2) 21-0-0 to 254-11, Interior(1) 25-4-11 to 32-0-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This This item has been 5) truss has been designed for alive 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. electronically Signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) sealed by Finn, Walter, PE 2=740, 8=740. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. -Walter P. Finn PE No.22838, MiTek USA, Ina FL Cert 6634 6804 Parke East Blvd. Tampa FL 336711 Date: July 30,2020 ® 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 ANSVrPl1 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 MELVILLE GAR. / Q58641 T20884693 76893 ATA Attic 3 1 Job Reference (optional) Chambers Truss, inc., Fort Pierce, FL oauu s may o coca rvn r en uwuau iea, a w. i r age ID:foUzHdvoF4amMLeaTFLn2NzMGUC-5Oa9L7h_o_rA7yAoHgRa_gd2FgylgxkW?vo2dfyslFa 1248-0 19-2-4 -2-0-0 58-2 10-9-12 12-0-3 15-0-D 17-4-U 17 11- 3 24-3-14 30.0.0 32-0-0 5-6-2 5-1-10 1-2-7 2-0-0 2-0-0 0-7-1 5-1-10 5-&2 0-7-13 1-2-7 Scale = 1:57.8 5x6 = 6.00 12 4x12 � 7 4x12 4x5 i 28 6 829 4x5 3x8 5 PO 9 3x4 13x8 4 10 3x4 i 3x4 3 11 30 27 2 12 m 13 jo 0 1 19 18 17 16 15 14 3x5 = 2x3 11 5x8 MT18HS = 3x4 = 2x3 I I 3x5 = 3x4 = 5x8 MT18HS = 5 8-2 10-9-12 19-2 4 24-3-14 30-0-0 5-8-2 5-1-10 B-4-8 5 1-10 5 8-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.51 16-17 >701 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.86 16-17 >418 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.08 12 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Wind(LL) -0.42 17-19 >850 240 Weight: 158 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30'Excepr TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. 4-7,7-10: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 8-5-0 oc bracing. BOT CHORD 2x4 SP M 31 JOINTS 1 Brace at Jt(s): 20 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=-329(LC 10) Max Uplift 2=-690(LC 12), 12=-690(LC 12) Max Grant 2=1764(LC 18), 12=1764(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3104/1090, 3-5=-2581/907, 5-6=-2109/873, 6-7=-116/504, 7-8=-116/504, 8-9=-2109/873, 9-11=-2581/907, 11-12=-3106/1090 BOT CHORD 2-19=-782/2955, 17-19=782/2955, 16-17=-480/2296, 14-16=-841/2709, 12-14=841/2709 WEBS 9-16=-109/792, 11-16=757/414, 5-17=-109/791, 3-17=-755/414, 6-20=-2725/1062, 8-20=-2725/1062 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft; L=30ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 15-0-0, Extedor(2) 15-0-0 to 18-0-0, Interior(1) 18-0-0 to 32-0-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Ceiling dead load (5.0 psf) on member(s). 5-6. 8-9, 6-20, 8-20 7) Bottom chord jive load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-17 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=690, 12=690. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. :Walter P: Finn PE No.22839 MiTek USA, Inc. FL Cart 6834' 0964 Parke East Blvd. TampafL 33616, Date:, July 30,2020 ®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 fabdeatien,.storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP11 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 MELVILLE GAR. / Q58641 T20884694 76893 ATB ATTIC 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s May 6 2020 MiTek Industries, Inc. Thu Jul 3U 12:42:bL "LULU Page 1 I D:foUzHdvoF4amM LeaTFLn2NzMGUC-V bFH_Bjt4vD k_PvNyy?HbSFbl l _dtG MyhtOiEystFX 72-6-8 19-2-4 -2-0-0 SB-2 10-9-12 11-5-3 150-0 17-5-8 8-6-13 24-3-14 30-0-0 32-0-0 2-0-0 SB-2 5-1-10 74 2-5-8 2-5-8 1-1-5 51-10 5-52 1-1-5 0-7-7 Scale = 1:56.7 4x5 = 6.00 12 M Ijo 3x5 = 2x3 11 5x8 MT18HS = 5x8 MT18HS = 2x3 11 3x5 = 5-8-2 10-9-12 19-2-4 24-3-14 3U-U-U 5-8-2 5-1-10 8-4-8 5-1-10 18-2 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 0.66 Vert(LL) -0.47 16-17 >759 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.78 16-1.7 >463 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.09 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) -0.44 17-19 >820 240 Weight: 174 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 9-16,5-17: 2x4 SP M 30 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=-329(LC 10) Max Uplift 2=-673(LC 12), 12=-673(LC 12) Max Grav 2=1792(LC 18), 12=1792(LC 19) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-7-12 oc bracing. JOINTS 1 Brace at Jt(s): 20, 23 FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3154/1044, 3-5=2668/874, 5-6=-1721/673, 8-9=-1721/672, 9-11=-2668/874, 11-12=-3155/1044 BOT CHORD 2-19=-736/2994, 17-19=-736/2994, 16-17=-484/2465, 14-16=797/2748, 12-14=-797/2748 WEBS 16-22=-97/756, 9-22= 75/726, 11-16=-696/388, 17-21=-97/756, 5-21=-75/726, 3-17=-696/388, 6-25=-1893/745, 20-25=-1893/745, 20-27=-1893/745, 8-27=-1893/745, 21-24=-653/229, 23-24=-653/229, 23-26=-653/229, 22-26=-653/229 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=30ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 15-0-0, Exterior(2) 15-0-0 to 17-9-7, Interior(1) 17-9-7 to 32-0-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.- 7) Ceiling dead load (5.0 psf) on member(s). 6-25, 20-25, 20-27, 8-27, 21-24, 23-24, 23-26, 22-26 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-17 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=673,12=673. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. .Waiter P. Finn PE No.22839 MiTek USA, Inc. FL Cert. 6634 6904 Parke East Blvd. Tampa FL 33610 D"ate:: July 30,2020 ®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 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 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 City Ply MELVILLE GAR. / Q58641 T20884695 76893 GRA Hip Girder 2 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.33U s May 5 2u2u MI I OK Industries, Inc. Thu JUI 30 lz:42:04 2020 rage i ID:foUzHdvoF4amMLeaTFLn2NzMGUC-RzN20gl7cXTSEj2m3N 11gtKvKrieL98F8BVplsystFV -2-0-0 3-9 4 7-0-0 12-4-9 17-7-7 23-0-0 26-2-12 30-0-0 32-0-0 2-0-0 3-91 3-2-12 54-9 5-2-13 5-0-9 3-2-12 3-9 4 2-0-0 Scale=1:55.8 6x8 = 2x3 II 3x8 = 4x6 = 3 20 21 4 22 23 245 25 26 6 4x8 = 2x3 11 5x8 MT18H5 = 2X3 11 4x5 = 48 = 4x10 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20171TPI2014 CSI. TC 0.78 BC 0.69 WB 0.74 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in floc) I/defi L/d -0.25 10-12 >999 360 -0.58 10-12 >624 240 0.18 7 n/a n/a 0.34 10-12 >999 240 PLATES MT20 MT18HS Weight: 145 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-9-11 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 5-9 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=176(LC 7) Max Uplift 2=-1370(LC 8), 7=-1377(LC 8) Max Grav 2=2792(LC 29), 7=2807(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5240/2375, 3-4=-6144/2930, 4-5=-6144/2930, 5-6=-4723/2228, 6-7=-5274/2389 BOT CHORD 2-13=-1919/4697,12-13=-1922/4724,10-12=-2667/6202,9-10=-2667/6202, 7-9= 1932/4605 WEBS 3-13=-85/663, 3-12=-880/1947, 4-12=-778/553, 5-10=0/433, 5-9=-1892/860, 6-9=-561/1669 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=30ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) electronically signed and 2=1370, 7=1377. sealed by Finn, Walter, PE 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 316 lb down and 356 lb up at using a Digital Signature. 7-0-0, 208 lb down and 186 lb up at 9-1-13, 208 lb down and 186 lb up at 11-1-13, 208 lb down and 186 lb up at 13-1-13, 208 lb Printed copies of this down and 186 lb up at 15-1-13, 208 lb down and 186 lb up at 17-1-13, 208 lb down and 186 lb up at 19-1-13, and 208 lb down and 186 lb up at 21-1-13, and 316 lb down and 356 lb up at 23-0-0 on top chord, and 462 lb down and 165 lb up at 7-0-0, 86 lb down at document are not considered 9-1-13, 86 lb down at 11-1-13, 86 lb down at 13-1-13, 86 lb down at 15-1-13, 86 lb down at 17-1-13, 86 lb down at 19-1-13, and signed and sealed and the 86 lb down at 21-1-13, and 462 lb down and 155 lb up at 22-10-3 on bottom chord. The design/selection of such connection signature must be verified devices) is the responsibility of others. electronic On any copies. 9) In the LOAD CASE Walter P. Finn PE No.22839 LOAD CASE(S) Standard MTtik USA, Inc. FL Cert 6634 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 69D4 Parke East Blvd. Tampa FL 33610: Date: July 30,2020 ;ontinued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. �1• 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 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 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 MELVILLE GAR. / Q58641 T20884695 76893 GRA Hip Girder 2 1 Job Reference (optional) Chambers Truss, Inc., Fart Pierce, FL 5.33U s May 6 "LULU Mt I eK Inaustftes, Inc. I nu JUI 3U iz:4"G:bo LULU Yage G I D:foUzHdvoF4amMLeaTFLn2NzMGU C-vAxQcAIINgbJrtdyd5Y_D5t34F2t4cOON rFNrlystFU LOAD CASE(S) Standard Uniform Loads (pit) Vert: 1-3=-70, 3-6=-70, 6-8=-70, 14-17=-20 Concentrated Loads (Ib) Vert: 3=-208(F) 6=-208(F) 13=-334(F) 9=-334(F) 20=-139(F) 21=-139(F) 22=139(1`) 23=-139(F) 24=-139(F) 25=-139(F) 26=139(F) 27=-62(F) 28=-62(F) 29=62(F) 30=-62(F) 31=-62(F) 32=-62(F) 33=-62(F) 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 MiTeW 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 into 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 passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracingof 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 city Ply MELVILLE GAR. / ci58641 T20884696 76893 AJack-Open 8 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL t1.330 s may 6 zuzu ml I eK Incustnes, Inc. I nu JUI 3u lZ:4Z:ou GUGu rage i ID:foUzHdvoF4amMLeaTFLn2NzMGUC-OMVopWmN8BjATOC8Bo3DmIQDPeW7pECYcV wNlystFT -2-0-0 1-0-0 2-0-0 1-0_0 Scale = 1:9.5 1-0-0 1-0-0 ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.00 7 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(CT) 0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) -0.00 7 >999 240 Weight: 7 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 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 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=111(LC 12) Max Uplift 3=-39(LC 1), 2=-364(LC 12), 4=-67(LC 1) Max Grav 3=67(LC 12), 2=340(LC 1), 4=106(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=364. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839' MiTek USA,'Inc. FL Cert 6634 6904 Parke East Blvd: Tampa FL MW Date_: July 30,2020 ®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 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 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 Sob Truss Truss Type City Ply MELVILLE GAR. / Q58641 T20884697 76893 J3 Jack -Open 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s May 6 2020 MiTek Industries, Inc. Thu Jul 30 12:42:57 2020 Page 1 I D:foUzHdvoF4amMLeaTFLn2NzMGUC-sY2A1 snOvSrl5AnLIWaSIWyO92riYhShr9kTvBystFS -2-0-0 3-0-0 2-0-0 3-0-0 Scale=1:14.6 3-0-0 3-0-0 Plate Offsets (X Y)— [2.0-0-4 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.00 4-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.00 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) -0.01 4-7 >999 240 Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=163(LC 12) Max Uplift 3=-37(LC 9), 2=-256(LC 12) Max Grav 3=73(LC 17), 2=328(LC 1), 4=45(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except Qt=lb) 2=256. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839, MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610, Date:' July 30,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 City Ply MELVILLE GAR. / Q58641 T20884698 76893 J5 Jack -Open 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s May 6 2020 MITek Industries, Inc. Thu JUI 3U i"L:42:5v 2020 rage i I D:foUzHdvo F4amMLeaTFLn2NzMGUC-oxAxSXoG R351KUxjswdwNx2kfsRUOby_ITDa_4ystFQ -2-0-0 5-0-0 2-0.0 5-0-0 Scale=1:19.5 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.06 4-7 >992 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Wind(LL) 0.05 4-7 >999 240 Weight: 19 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=217(LC 12) Max Uplift 3=-99(LC 12), 2= 255(LC 12) Max Grav, 3=152(LC 17), 2=397(LC 1), 4=89(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-113, Interior(1) 0-11-3 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=1b) 2=255. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL:336101 Date: July 30,2020 ® 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 pennanent 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 ANSIITPlf 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 MELVILLE GAR. / Q58641 T20884699 76893 J7 Jack -Open 18 1 Job Reference (optional) Chambers Truss, Inc., Fart Pierce, FL 8.330 s May 6 2020 MiTek Industries, Inc. Thu Jul 30 12:43:012020 Page 1 ID:foUzHdvoF4amMLeaTFLn2NzMGUC-kKlhtDgWzgMTZo56_LfOTM79bf1 ZUVSHInih2yystFO -2-0-0 7-0-0 2-0-0 7-0-0 Scale: 112'=1' I LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.09 4-7 >899 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.24 4-7 >353 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Wind(LL) 0.16 4-7 >527 240 Weight: 26 lb FT = 20 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=271(LC 12) Max Uplift 3=-157(LC 12), 2=-269(LC 12) Max Grant 3=230(LC 17), 2=478(LC 1), 4=126(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=157,2=269. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Waltei P. Finn PE No.22838 MiTek USA, Inc. FL Cert 6834 6964 Parke East Blvd. Tampa.FL 33870 Date: July 30,2020 A 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 andfor 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 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 MELVILLE GAR. / Q58641 T20884700 76893 KJ7 Diagonal Hip Girder 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 2-9-15 5-1-9 I LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=269(LC 24) Max Uplift 4=-123(LC 8), 2=-509(LC 8), 5=-127(LC 8) Max Grav 4=168(LC 1), 2=790(LC 28), 5=408(LC 29) 8.330 s May 6 2020 MiTek Industries, Inc. Thu Jul 3012:43:02 2020 Page 1 I D:foUzHdvoF4am M LeaTFLn2NzMGU C-C W s34Zr8k_UKBxfIX3Ad7ZgM G3VwDsoQ_RREaOystFN Scale=1:24.4 CSI. DEFL. in (loc) Udefi L/d PLATES GRIP TC 0.40 Vert(LL) -0.12 7-10 >999 240 MT20 244/190 BC 0.41 Vert(CT) -0.08 6-7 >999 240 WB 0.44 Horz(CT) 0.01 5 We n/a Matrix -MS Weight: 44 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. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1112/267 BOT CHORD 2-7=-351/891, 6-7=-351/891 WEBS 3-7=0/330, 3-6=-967/381 NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 4=123, 2=509, 5=127. 6) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"4.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-70, 5-8=-20 Concentrated Loads (lb) Vert: 11=115(F=58, B=58) 13=-75(F=-38, B=-38) 14=106(F=53, B=53) 15=6(F=3, B=3) 16=-54(F=-27, B=-27) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. .Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: July 30,2020 ® WARNING - Verify 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 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 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 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-yIe- - I - For 4 x 2 orientation, locate plates 0- 1119' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. `Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the <�e 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 lam W1 0 MiTek MiTek Engineering Reference Sheet: MII-7473 rev. 6/19/2020 AL 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 ANSIrrPI 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 ANSIrrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.