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HomeMy WebLinkAboutDigitally sealed truss cut sheets6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2514427-PACE - 2514427-PACE Design Code: FBC2020/TPI2014 Wind Code: N/A Wind Speed: 170 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 52 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. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: . Customer Info: PACE 2000 Project Name: EPISCOPO Model: . Subdivision: . Address: 5200 BALD CYPRESS TRAIL, . State: FLCity: FORT PIECE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: April 23,2021 ORegan, Philip 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 (Fort Pierce). Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T23657412 A2 Date 4/23/212T23657413A34/23/213T23657414A44/23/214T23657415B4/23/215T23657416B14/23/216T23657417B24/23/217T23657418B34/23/218T23657419B44/23/219T23657420B54/23/2110T23657421B64/23/2111T23657422B74/23/2112T23657423B84/23/2113T23657424B94/23/2114T23657425B104/23/21 No.Seal#Truss Name 15 T23657426 B11 Date 4/23/2116T23657427B124/23/2117T23657428B134/23/2118T23657429B144/23/2119T23657430B154/23/2120T23657431B164/23/2121T23657432B174/23/2122T23657433C14/23/2123T23657434C24/23/2124T23657435C34/23/2125T23657436C44/23/2126T23657437C54/23/2127T23657438C64/23/2128T23657439CJ14/23/21 This item has been electronically signed and sealed by ORegan, Philip, 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 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2514427-PACE - 2514427-PACE 2 of 2 Site Information: Lot/Block: . Customer Info: PACE 2000 Project Name: EPISCOPO Model: . Subdivision: . Address: 5200 BALD CYPRESS TRAIL, . State: FLCity: FORT PIECE No.Seal#Truss Name 29 T23657440 CJ3 Date 4/23/2130T23657441CJ54/23/2131T23657442CJ114/23/2132T23657443CJ124/23/2133T23657444CJ534/23/2134T23657445D14/23/2135T23657446D24/23/2136T23657447D34/23/2137T23657448EJ34/23/2138T23657449EJ74/23/2139T23657450EJ714/23/2140T23657451EJ724/23/2141T23657452G14/23/2142T23657453G24/23/2143T23657454HJ14/23/2144T23657455HJ34/23/2145T23657456HJ74/23/2146T23657457K14/23/2147T23657458K24/23/2148T23657459V14/23/2149T23657460V24/23/2150T23657461V34/23/2151T23657462V44/23/2152T23657463V54/23/21 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss A2 Truss Type Hip Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657412 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:44:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-ecB1_sGpKRaKwBAMu2dOpxqAQ?8XLANrMJtDT4zOXQd Scale = 1:68.1 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 19 20 21 22 23 24 25 26 2x4 ST1.5x8 STP ST1.5x8 STP 5x8 5x8 2x4 6x8 4x6 4x6 5x6 3x4 2x4 3x8 2x4 5x6 3x4 2x4 6x8 4x6 4x6 5-7-12 5-7-12 11-0-0 5-4-4 17-9-0 6-9-0 24-6-0 6-9-0 29-10-4 5-4-4 35-6-0 5-7-12 -1-6-0 1-6-0 5-7-12 5-7-12 11-0-0 5-4-4 17-9-0 6-9-0 24-6-0 6-9-0 29-10-4 5-4-4 35-6-0 5-7-12 37-0-0 1-6-0 0-8-86-2-80-8-86-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-9,Edge], [5:0-6-0,0-2-8], [7:0-6-0,0-2-8], [10:0-4-9,Edge], [13:0-3-0,0-3-0], [15:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.89 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.38 0.14 0.21 (loc) 14-15 14-15 10 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 210 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 1-17: 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 3-1-6, Right 2x6 SP No.2 -t 3-1-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-14 oc bracing. REACTIONS. (size)2=0-7-10, 10=0-7-10 Max Horz 2=305(LC 11) Max Uplift 2=-838(LC 12), 10=-838(LC 12) Max Grav 2=1984(LC 17), 10=1984(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3215/1566, 4-5=-2719/1430, 5-6=-2716/1579, 6-7=-2716/1579, 7-8=-2719/1430, 8-10=-3216/1566 BOT CHORD 2-16=-1221/2922, 15-16=-1221/2922, 14-15=-922/2512, 13-14=-928/2326, 12-13=-1227/2694, 10-12=-1227/2694 WEBS 4-15=-489/350, 5-15=-124/506, 5-14=-312/653, 6-14=-529/463, 7-14=-312/653, 7-13=-124/506, 8-13=-490/350 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 11-0-0, Exterior(2R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 24-6-0, Exterior(2R) 24-6-0 to 32-11-13, Interior(1) 32-11-13 to 36-11-3 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=838, 10=838. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss A3 Truss Type Hip Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657413 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:44:39 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-6okPBCGR5kiBYKlYSm8dM9NMhPSf4WF_bzdn?WzOXQc Scale = 1:69.1 1 2 3 4 5 6 7 8 9 10 11 12 13 17 16 15 14 20 21 22 23 24 252x4 ST1.5x8 STP ST1.5x8 STP 5x6 3x6 5x6 2x4 5x6 4x6 5x8 2x4 3x4 3x4 3x4 3x8 2x4 5x6 4x6 4x6 9-0-0 9-0-0 17-9-0 8-9-0 26-6-0 8-9-0 35-6-0 9-0-0 -1-6-0 1-6-0 4-7-12 4-7-12 9-0-0 4-4-4 14-10-0 5-10-0 20-8-0 5-10-0 26-6-0 5-10-0 30-10-4 4-4-4 35-6-0 4-7-12 37-0-0 1-6-0 0-8-85-2-80-8-85-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [5:0-3-0,0-2-0], [9:0-3-0,0-2-0], [12:0-4-1,0-0-5], [17:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.96 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.42 0.15 0.25 (loc) 16 14-16 12 16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 196 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-6-9, Right 2x6 SP No.2 -t 2-6-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-7-10, 12=0-7-10 Max Horz 2=-256(LC 10) Max Uplift 2=-838(LC 12), 12=-838(LC 12) Max Grav 2=1698(LC 1), 12=1698(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2752/1573, 4-5=-2519/1445, 5-6=-2237/1377, 6-8=-2873/1713, 8-9=-2235/1376, 9-10=-2520/1446, 10-12=-2752/1573 BOT CHORD 2-17=-1224/2389, 16-17=-1367/2822, 14-16=-1367/2822, 12-14=-1224/2309 WEBS 4-17=-218/277, 5-17=-343/734, 6-17=-849/502, 8-14=-851/503, 9-14=-343/734, 10-14=-218/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-5-14, Interior(1) 4-5-14 to 9-0-0, Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 26-6-0, Exterior(2R) 26-6-0 to 34-11-13, Interior(1) 34-11-13 to 36-11-3 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=838, 12=838. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss A4 Truss Type Hip Girder Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657414 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:44:41 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-3Bs9cuIidMyunevxZBA5RaSe8CBKYTOH2H6t3PzOXQa Scale = 1:67.9 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 2x4 ST1.5x8 STP ST1.5x8 STP 8x14 MT20HS 7x10 WB 10x16 MT20HS 2x4 8x10 6x12 MT20HS3x8 5x12 3x8 5x6 5x8 3x8 8x10 6x12 MT20HS NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 7-0-0 14-1-7 7-1-7 21-4-9 7-3-3 28-6-0 7-1-7 35-6-0 7-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 14-1-7 7-1-7 21-4-9 7-3-3 28-6-0 7-1-7 35-6-0 7-0-0 37-0-0 1-6-0 0-8-84-2-80-8-84-2-86.00 12 Plate Offsets (X,Y)-- [2:Edge,0-5-0], [3:0-11-4,0-3-0], [5:0-5-0,Edge], [6:0-3-0,0-3-8], [7:1-1-4,0-3-0], [8:Edge,0-5-0], [12:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.76 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.54 -0.69 0.16 (loc) 12-13 12-13 8 l/defl >771 >609 n/a L/d 240 240 n/a PLATES MT20 MT20HS Weight: 225 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-5,5-7: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 3-13,6-13,7-12: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 , Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-6-10 oc bracing. WEBS 1 Row at midpt 3-13, 7-12 REACTIONS. (size)2=0-7-10, 8=0-7-10 Max Horz 2=-205(LC 23) Max Uplift 2=-2228(LC 8), 8=-2174(LC 8) Max Grav 2=3848(LC 29), 8=3797(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7041/3961, 3-4=-9057/5107, 4-6=-9054/5104, 6-7=-9021/5083, 7-8=-6939/3852 BOT CHORD 2-15=-3273/6143, 13-15=-3254/6105, 12-13=-4817/9074, 10-12=-3165/5881, 8-10=-3179/5913 WEBS 3-15=-492/993, 3-13=-1796/3559, 4-13=-1316/1016, 6-12=-1348/1034, 7-12=-1870/3615, 7-10=-354/871 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=2228, 8=2174. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 459 lb down and 415 lb up at 28-6-0 on top chord, and 736 lb down and 596 lb up at 7-0-0, and 616 lb down and 451 lb up at 28-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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) StandardContinued on page 2 This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss A4 Truss Type Hip Girder Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657414 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:44:41 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-3Bs9cuIidMyunevxZBA5RaSe8CBKYTOH2H6t3PzOXQa LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-7=-70, 7-9=-70, 2-8=-20 Concentrated Loads (lb) Vert: 3=-162(B) 7=-213(B) 15=-671(B) 10=-548(B) 18=-162(B) 19=-162(B) 20=-162(B) 22=-162(B) 23=-162(B) 24=-162(B) 25=-162(B) 27=-162(B) 28=-162(B) 29=-162(B) 30=-50(B) 31=-50(B) 32=-50(B) 33=-50(B) 34=-50(B) 35=-50(B) 36=-50(B) 37=-50(B) 38=-50(B) 39=-50(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss B Truss Type Hip Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657415 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:44:42 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-XNQYpEJKOf4lPoU77uhK_n?uccWcHxNQHxrRcrzOXQZ Scale = 1:54.8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 5x6 4x6 4x6 ST1.5x8 STP 5x8 5x8 5x8 3x6 4x6 6x8 4x10 MT20HS 3x4 2x4 3x4 2x4 3x8 3x4 6-3-0 6-3-0 12-2-8 5-11-8 17-9-0 5-6-8 23-3-8 5-6-8 28-10-6 5-6-14 29-8-8 0-10-2 6-3-0 6-3-0 12-2-8 5-11-8 17-9-0 5-6-8 23-3-8 5-6-8 28-10-6 5-6-14 29-8-8 0-10-2 0-8-86-9-120-11-42-8-06-9-126.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-0-5], [4:0-6-0,0-2-8], [6:0-6-0,0-2-8], [8:Edge,0-4-10], [10:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.69 0.82 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.24 0.18 0.13 (loc) 12-14 14-15 8 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 184 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-10: 2x4 SP M 31 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 3-5-7, Right 2x6 SP No.2 -t 1-1-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-10 oc bracing. WEBS 1 Row at midpt 4-12 REACTIONS. (size)1=0-7-10, 8=Mechanical Max Horz 1=-263(LC 10) Max Uplift 1=-595(LC 12), 8=-609(LC 12) Max Grav 1=1611(LC 17), 8=1515(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2684/1319, 3-4=-2050/1129, 4-5=-1717/1110, 5-6=-1717/1110, 6-7=-1385/842, 7-8=-1487/819 BOT CHORD 1-15=-1202/2452, 14-15=-1202/2452, 12-14=-818/1861, 11-12=-549/1223, 10-11=-235/419, 7-9=-365/304, 8-9=-632/1111 WEBS 3-14=-697/448, 4-14=-169/584, 5-12=-423/378, 6-12=-420/856, 6-11=-389/299, 7-11=-389/1034 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-3-0, Interior(1) 6-3-0 to 12-2-8, Exterior(2R) 12-2-8 to 20-8-5, Interior(1) 20-8-5 to 23-3-8, Exterior(2E) 23-3-8 to 29-8-8 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=595, 8=609. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss B1 Truss Type Roof Special Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657416 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:44:44 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-TmYIEvKawHKTe6dVFJko3C49PQD_lqujkFKYgkzOXQX Scale = 1:57.2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 6x8 ST1.5x8 STP ST1.5x8 STP 2x4 4x6 4x6 5x8 5x6 5x12 5x6 3x6 4x6 3x4 3x8 3x4 6x8 2-2-8 2-2-8 8-2-8 6-0-0 14-2-8 6-0-0 21-3-8 7-1-0 27-3-8 6-0-0 29-4-0 2-0-8 2-2-8 2-2-8 8-2-8 6-0-0 14-2-8 6-0-0 21-3-8 7-1-0 27-3-8 6-0-0 29-4-0 2-0-8 1-1-124-1-127-1-124-1-122-0-07-1-126.00 12 Plate Offsets (X,Y)-- [4:0-3-8,0-2-0], [5:0-5-8,0-2-4], [7:0-5-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.76 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.32 0.11 0.16 (loc) 12-13 12-13 15 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 178 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 10-13: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 7-8: 2x4 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-11 oc bracing. WEBS 1 Row at midpt 3-11 REACTIONS. (size)13=0-7-10, 15=0-5-10 Max Horz 13=-230(LC 10) Max Uplift 13=-572(LC 12), 15=-581(LC 12) Max Grav 13=1535(LC 17), 15=1391(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2779/1433, 3-4=-1907/1143, 4-5=-1661/1135, 5-6=-1508/908, 8-14=-892/1530, 7-14=-892/1530 BOT CHORD 12-13=-2030/3561, 11-12=-1461/2591, 9-11=-705/1305, 8-9=-395/661 WEBS 2-12=-979/619, 3-12=-6/401, 3-11=-1051/609, 4-11=-52/397, 5-11=-337/567, 5-9=-186/284, 6-9=-372/795, 6-8=-1486/970, 2-13=-3505/1931, 7-15=-1434/810 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 2-2-8, Interior(1) 2-2-8 to 14-2-8, Exterior(2R) 14-2-8 to 20-2-8, Interior(1) 20-2-8 to 21-3-8, Exterior(2E) 21-3-8 to 27-3-8, Interior(1) 27-3-8 to 28-7-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=572, 15=581. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss B2 Truss Type Roof Special Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657417 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:44:55 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-etiSYgTUKfjvSozdO7QN?X14prvAqn_LGSVdZbzOXQM Scale = 1:60.9 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 6x8 ST1.5x8 STP ST1.5x8 STP 6x8 5x6 4x6 5x8 5x6 5x12 5x6 2x4 3x4 2x4 8x12 5x6 3x4 5x8 7x10 6x8 2-11-2 2-11-2 4-2-8 1-3-6 9-11-5 5-8-13 15-8-2 5-8-13 19-3-8 3-7-6 25-3-8 6-0-0 29-4-0 4-0-8 2-11-2 2-11-2 4-2-8 1-3-6 9-11-5 5-8-13 15-8-2 5-8-13 16-2-8 0-6-6 19-3-8 3-1-0 25-3-8 6-0-0 29-4-0 4-0-8 2-1-125-1-128-1-125-1-122-0-01-0-08-1-126.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-2-8], [8:0-5-4,0-3-0], [13:0-4-12,Edge], [15:0-5-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.98 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.54 0.27 0.36 (loc) 9-10 14-15 19 14-15 l/defl >999 >645 n/a >971 L/d 360 240 n/a 240 PLATES MT20 Weight: 201 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 *Except* 16-17,9-12: 2x4 SP No.2, 13-15: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 8-9,1-15: 2x4 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 6-0-0 oc bracing: 11-13 WEBS 1 Row at midpt 3-14, 4-13 REACTIONS. (size)17=0-7-10, 19=0-5-10 Max Horz 17=-231(LC 10) Max Uplift 17=-563(LC 12), 19=-583(LC 12) Max Grav 17=1309(LC 1), 19=1264(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-1215/748, 1-2=-3324/1997, 2-3=-3695/2181, 3-4=-2737/1630, 4-5=-1653/1085, 5-6=-1376/1075, 6-7=-1344/878, 9-18=-712/1186, 8-18=-712/1186 BOT CHORD 16-17=-213/318, 14-15=-3473/5561, 13-14=-1651/2564, 5-13=-205/427, 9-10=-584/898 WEBS 15-17=-369/45, 1-15=-2075/3450, 3-15=-1969/1189, 3-14=-3030/1842, 4-14=-202/637, 4-13=-1328/875, 6-10=-424/396, 7-10=-119/345, 7-9=-1324/907, 10-13=-616/1173, 6-13=-543/806, 8-19=-1285/771 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 4-2-8, Interior(1) 4-2-8 to 16-2-8, Exterior(2E) 16-2-8 to 25-3-8, Interior(1) 25-3-8 to 28-7-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=563, 19=583. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss B3 Truss Type Roof Special Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657418 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:44:57 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-bGqCzMUksGzdi57?VYSr5y7Q8ff2Ifxekm_keTzOXQK Scale = 1:58.6 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 6x8 ST1.5x8 STP ST1.5x8 STP 3x8 5x6 4x6 4x6 6x12 MT20HS 3x4 2x4 3x6 2x4 3x4 7x10 5x8 5x8 6x12 MT20HS 7x10 6x8 2-11-2 2-11-2 6-2-8 3-3-6 15-8-2 9-5-10 23-3-8 7-7-6 29-4-0 6-0-8 2-11-2 2-11-2 6-2-8 3-3-6 10-11-5 4-8-13 15-8-2 4-8-13 17-9-0 2-0-14 23-3-8 5-6-8 29-4-0 6-0-8 3-1-126-1-128-11-06-1-122-0-01-0-06.00 12 Plate Offsets (X,Y)-- [8:0-1-12,0-3-0], [12:0-4-4,0-3-4], [14:0-6-0,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.76 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.68 0.19 0.27 (loc) 12-13 12-13 18 12-13 l/defl >999 >513 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 218 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 *Except* 15-16,9-11: 2x4 SP No.2, 12-14: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-0-11 oc bracing: 13-14 5-1-12 oc bracing: 12-13. WEBS 1 Row at midpt 6-10 REACTIONS. (size)16=0-7-10, 18=0-5-10 Max Horz 16=-219(LC 10) Max Uplift 16=-559(LC 12), 18=-593(LC 12) Max Grav 16=1302(LC 1), 18=1257(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1259/773, 1-2=-1892/1134, 2-3=-3360/1777, 3-4=-3987/2162, 4-5=-1688/1021, 5-6=-1603/1162, 6-7=-1276/811, 7-8=-1056/622 BOT CHORD 2-14=-1035/536, 13-14=-1463/2142, 12-13=-1429/2231, 5-12=-253/316 WEBS 14-16=-256/167, 1-14=-1330/2216, 2-13=-673/1637, 3-13=-2010/1145, 4-13=-958/1915, 4-12=-988/679, 10-12=-651/1121, 6-12=-798/1256, 6-10=-259/149, 7-10=-920/679, 8-10=-810/1376, 8-18=-1271/739 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 6-2-8, Interior(1) 6-2-8 to 17-9-0, Exterior(2E) 17-9-0 to 23-3-8, Interior(1) 23-3-8 to 28-7-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=559, 18=593. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss B4 Truss Type Roof Special Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657419 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:44:58 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-3SObAiVMda5UKFiC3F_4d9fcX3?315NnyQjHAwzOXQJ Scale = 1:61.2 1 2 3 4 5 6 7 16 15 14 13 12 11 10 9 8 17 18 19 20 21 3x6 ST1.5x8 STP ST1.5x8 STP 2x4 5x6 4x6 5x12 5x12 5x6 2x4 3x4 3x8 2x4 2x4 3x6 5x8 7x10 3x6 6x8 6x8 2-11-2 2-11-2 8-2-8 5-3-6 15-8-2 7-5-10 21-3-8 5-7-6 29-4-0 8-0-8 2-11-2 2-11-2 4-1-4 1-2-2 8-2-8 4-1-4 15-8-2 7-5-10 17-9-0 2-0-14 21-3-8 3-6-8 25-2-0 3-10-8 29-4-0 4-2-0 4-1-127-1-128-11-07-1-122-0-01-0-06.00 12 Plate Offsets (X,Y)-- [7:0-5-4,0-3-0], [11:0-2-8,0-3-4], [14:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.76 0.71 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.37 0.21 0.17 (loc) 11-12 11-12 18 11-12 l/defl >999 >936 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 220 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.3 *Except* 15-16,8-10: 2x4 SP No.2, 11-14: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 7-8: 2x4 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-9-2 oc bracing. WEBS 1 Row at midpt 3-11, 5-11, 5-9, 6-8 REACTIONS. (size)16=0-7-10, 18=0-5-10 Max Horz 16=182(LC 12) Max Uplift 16=-553(LC 12), 18=-600(LC 12) Max Grav 16=1497(LC 17), 18=1456(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 14-16=-1442/712, 2-3=-3174/1450, 3-4=-1976/959, 4-5=-2025/1251, 5-6=-1519/841, 8-17=-538/1226, 7-17=-538/1226 BOT CHORD 13-14=-1023/1845, 12-13=-1146/1910, 11-12=-1740/3336, 4-11=-620/677, 8-9=-679/1317 WEBS 3-12=-687/476, 3-11=-1661/800, 9-11=-632/1306, 5-11=-1052/1678, 6-8=-1594/820, 2-14=-2090/1036, 2-12=-702/1715, 7-18=-1468/744 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 17-9-0, Exterior(2E) 17-9-0 to 21-3-8, Interior(1) 21-3-8 to 28-7-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=553, 18=600. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss B5 Truss Type Roof Special Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657420 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:44:59 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-XfyzO2W_OuDLxPHOdzVJANClMTIpmaqxB4TqiMzOXQI Scale = 1:63.0 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 22 23 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 4x6 5x12 5x6 3x6 2x4 3x4 3x6 2x4 2x4 6x8 5x6 5x12 7x10 3x4 6x8 6x8 2-11-2 2-11-2 5-6-8 2-7-6 10-2-8 4-8-0 15-8-2 5-5-10 21-6-0 5-9-13 31-4-0 9-10-0 2-11-2 2-11-2 5-6-8 2-7-6 10-2-8 4-8-0 15-8-2 5-5-10 17-9-0 2-0-14 21-6-0 3-9-0 26-1-6 4-7-6 31-4-0 5-2-10 2-4-85-1-127-0-88-11-07-0-82-0-01-0-06.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [8:0-5-4,0-3-0], [10:0-6-0,0-2-4], [12:0-2-12,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.93 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.63 -0.14 0.16 (loc) 9-10 12-13 19 4-12 l/defl >999 >591 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 236 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 14-16,4-11: 2x4 SP No.3, 12-15: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 8-9: 2x4 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-12, 5-12, 5-10, 7-9 REACTIONS. (size)17=0-7-10, 19=0-5-10 Max Horz 17=279(LC 12) Max Uplift 17=-587(LC 12), 19=-647(LC 12) Max Grav 17=1660(LC 17), 19=1554(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2320/1171, 2-3=-2059/1159, 3-4=-2204/1167, 4-5=-2208/1374, 5-6=-1856/1035, 6-7=-1620/853, 9-18=-695/1438, 8-18=-695/1438, 15-17=-1624/856, 1-15=-1591/858 BOT CHORD 14-15=-598/331, 13-14=-762/408, 12-13=-1776/2936, 4-12=-393/471, 9-10=-548/986 WEBS 1-13=-616/1783, 2-13=-187/650, 3-12=-1143/779, 10-12=-771/1633, 5-12=-1013/1591, 5-10=-51/310, 6-10=-1017/664, 7-10=-548/1136, 7-9=-1514/875, 3-13=-1009/552, 8-19=-1564/797 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 10-2-8, Interior(1) 10-2-8 to 17-9-0, Exterior(2E) 17-9-0 to 21-6-0, Interior(1) 21-6-0 to 30-7-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=587, 19=647. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss B6 Truss Type Roof Special Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657421 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:01 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-T13jpjXFwVU3BjRnkNXnFoH6sGziES0DeOyxnFzOXQG Scale = 1:61.6 1 2 3 4 5 6 7 16 15 14 13 12 11 10 9 8 17 18 19 20 21 22 23 4x6 ST1.5x8 STP ST1.5x8 STP4x6 4x6 5x12 5x12 5x6 3x6 2x4 2x4 3x6 2x4 3x4 5x8 6x8 5x8 7x10 6x8 2-11-2 2-11-2 7-6-8 4-7-6 12-2-8 4-8-0 15-8-2 3-5-10 23-6-0 7-9-13 31-4-0 7-10-0 2-11-2 2-11-2 7-6-8 4-7-6 12-2-8 4-8-0 15-8-2 3-5-10 17-9-0 2-0-14 23-6-0 5-9-0 31-4-0 7-10-0 2-4-86-1-126-0-88-11-06-0-82-0-01-0-06-1-126.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-3-8,0-2-0], [7:0-5-4,0-3-0], [11:0-3-8,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.90 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.38 0.17 0.14 (loc) 11-12 11-12 18 11-12 l/defl >999 >965 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 228 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-2: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 13-15,4-10: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 7-8,1-16: 2x4 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-9-0 oc bracing. WEBS 1 Row at midpt 5-9, 6-8 REACTIONS. (size)16=0-7-10, 18=0-5-10 Max Horz 16=-241(LC 10) Max Uplift 16=-599(LC 12), 18=-635(LC 12) Max Grav 16=1651(LC 17), 18=1507(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2282/1196, 2-3=-2001/1215, 3-4=-2106/1232, 4-5=-2092/1349, 5-6=-1864/1079, 8-17=-601/1284, 7-17=-601/1284, 14-16=-1594/859, 1-14=-1499/867 BOT CHORD 13-14=-675/670, 12-13=-796/677, 11-12=-1490/2492, 4-11=-221/262, 8-9=-864/1618 WEBS 1-12=-524/1554, 2-12=-92/552, 3-11=-942/675, 9-11=-800/1465, 5-11=-864/1457, 5-9=-85/320, 6-9=-214/261, 6-8=-1844/986, 3-12=-687/329, 7-18=-1527/798 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 7-6-8, Exterior(2E) 7-6-8 to 12-2-8, Interior(1) 12-2-8 to 17-9-0, Exterior(2E) 17-9-0 to 23-6-0, Interior(1) 23-6-0 to 30-7-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=599, 18=635. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss B7 Truss Type Roof Special Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657422 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:02 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-xEd503Ytgpcwot0zI520o?qG9gLhzv4Nt2hVJhzOXQF Scale = 1:61.4 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 3x4 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 4x6 4x6 5x12 5x6 3x6 2x4 3x4 3x8 2x4 2x4 3x8 5x12 7x10 2x4 4x6 6x8 2-11-2 2-11-2 9-0-0 6-0-14 13-8-0 4-8-0 15-8-2 2-0-2 21-7-8 5-11-6 31-4-0 9-8-8 2-11-2 2-11-2 4-9-11 1-10-9 9-0-0 4-2-5 13-8-0 4-8-0 15-8-2 2-0-2 17-9-0 2-0-14 21-7-8 3-10-8 25-6-0 3-10-8 31-4-0 5-10-0 2-4-86-10-85-0-88-11-05-0-82-0-01-0-06-10-86.00 12 Plate Offsets (X,Y)-- [9:0-5-4,0-3-0], [13:0-4-0,0-3-4], [16:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.79 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.38 0.17 0.14 (loc) 10-11 10-11 20 13-14 l/defl >999 >965 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 234 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 15-17,5-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 9-10,1-18: 2x4 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-2-3 oc bracing. WEBS 1 Row at midpt 6-11, 2-16, 8-10 REACTIONS. (size)18=0-7-10, 20=0-5-10 Max Horz 18=-262(LC 10) Max Uplift 18=-610(LC 12), 20=-624(LC 12) Max Grav 18=1393(LC 1), 20=1347(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-461/275, 2-3=-1872/1208, 3-4=-1623/1166, 4-5=-1853/1292, 5-6=-1807/1336, 6-7=-1629/1197, 7-8=-1624/998, 10-19=-646/1169, 9-19=-646/1169, 16-18=-1345/846, 1-16=-354/229 BOT CHORD 15-16=-1180/1762, 14-15=-1296/1771, 13-14=-1237/1898, 10-11=-826/1342 WEBS 3-14=-270/499, 4-13=-804/638, 11-13=-735/1289, 6-13=-875/1225, 6-11=-212/333, 7-11=-363/414, 4-14=-486/310, 2-14=-126/251, 2-16=-1712/1067, 8-10=-1582/998, 9-20=-1376/794 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 9-0-0, Exterior(2E) 9-0-0 to 13-8-0, Interior(1) 13-8-0 to 17-9-0, Exterior(2R) 17-9-0 to 23-9-0, Interior(1) 23-9-0 to 30-7-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=610, 20=624. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss B8 Truss Type Roof Special Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657423 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:04 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-tclsRla7CQse2A9LQW5UtQvbQU_TRsSgLMAbNZzOXQD Scale = 1:60.1 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 23 4x6 ST1.5x8 STP ST1.5x8 STP 5x6 4x6 4x6 8x12 3x4 3x6 3x6 5x8 3x8 3x4 5x8 5x6 6x8 7-0-0 7-0-0 17-9-0 10-9-0 27-6-0 9-9-0 31-4-0 3-10-0 7-0-0 7-0-0 11-8-0 4-8-0 17-9-0 6-1-0 22-7-8 4-10-8 27-6-0 4-10-8 31-4-0 3-10-0 2-4-85-10-84-0-88-11-04-0-82-0-05-10-86.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [7:0-1-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.96 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.56 0.10 0.10 (loc) 10-12 10-12 15 10-12 l/defl >999 >668 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 197 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-2: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 7-8: 2x4 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-10 REACTIONS. (size)13=0-7-10, 15=0-5-10 Max Horz 13=-283(LC 10) Max Uplift 13=-618(LC 12), 15=-616(LC 12) Max Grav 13=1631(LC 17), 15=1535(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1904/972, 2-3=-1664/1000, 3-4=-1730/1033, 4-5=-1707/1055, 5-6=-1663/842, 6-7=-1377/652, 1-13=-1542/862 BOT CHORD 12-13=-361/366, 10-12=-1220/2195, 9-10=-838/1561 WEBS 2-12=-49/468, 3-12=-731/445, 3-10=-900/696, 4-10=-564/1139, 5-10=-339/337, 5-9=-314/268, 6-9=-1021/592, 7-9=-865/1873, 1-12=-666/1563, 7-15=-1596/802 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 7-0-0, Exterior(2E) 7-0-0 to 11-8-0, Interior(1) 11-8-0 to 17-9-0, Exterior(2R) 17-9-0 to 23-9-0, Interior(1) 23-9-0 to 30-7-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=618, 15=616. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss B9 Truss Type Roof Special Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657424 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:05 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-MpJEe5blzk_VfKkYzDcjPeSoQtMPAOapZ0w9w0zOXQC Scale = 1:60.4 1 2 3 4 5 6 7 16 15 14 13 12 11 10 9 8 17 18 19 20 21 5x8 ST1.5x8 STP 6x8 5x6 4x6 5x12 3x8 3x6 3x6 5x8 3x4 3x4 3x6 3x4 3x4 4x6 6x8 5-0-0 5-0-0 9-8-0 4-8-0 17-9-0 8-1-0 19-5-5 1-8-5 24-5-10 5-0-5 29-6-0 5-0-5 31-4-0 1-10-0 5-0-0 5-0-0 9-8-0 4-8-0 17-9-0 8-1-0 19-5-5 1-8-5 24-5-10 5-0-5 29-6-0 5-0-5 31-4-0 1-10-0 3-0-85-6-83-8-89-7-03-0-82-8-00-8-05-6-86.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-2-8], [7:0-5-4,0-3-0], [10:0-3-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.85 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.43 0.13 0.13 (loc) 12-13 12-13 18 12-13 l/defl >999 >855 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 208 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 7-8: 2x4 SP No.1, 4-12: 2x6 SP M 26 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-0 oc bracing. WEBS 1 Row at midpt 3-12, 5-10 REACTIONS. (size)16=Mechanical, 18=0-5-10 Max Horz 16=-304(LC 10) Max Uplift 16=-617(LC 12), 18=-600(LC 12) Max Grav 16=1406(LC 1), 18=1367(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1345/803, 2-3=-1809/1160, 3-4=-1456/965, 4-5=-1542/1032, 5-6=-1699/960, 8-17=-850/1524, 7-17=-850/1524, 1-16=-1354/842 BOT CHORD 15-16=-290/338, 13-15=-745/1263, 12-13=-1111/1903, 9-10=-797/1468, 8-9=-451/796 WEBS 2-15=-543/369, 2-13=-565/1056, 3-13=-647/509, 3-12=-845/606, 10-12=-278/567, 4-10=-388/768, 5-10=-395/282, 5-9=-225/281, 6-9=-407/766, 1-15=-674/1260, 6-8=-1575/934, 7-18=-1536/832 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 9-8-0, Interior(1) 9-8-0 to 17-9-0, Exterior(2R) 17-9-0 to 23-9-0, Interior(1) 23-9-0 to 30-7-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=617, 18=600. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss B10 Truss Type Roof Special Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657425 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:44:45 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-xy6gSFLChaTKGFCio0F1cQdO2pWbUEJtzv45DAzOXQW Scale = 1:55.2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 2x4 5x6 4x6 4x6 4x6 4x6 3x4 3x4 3x8 3x6 3x8 2x4 2x4 2x4 6x8 6x8 4x6 5x6 7-8-0 7-8-0 12-8-8 5-0-8 17-9-0 5-0-8 19-10-4 2-1-4 28-1-12 8-3-8 31-3-14 3-2-2 3-0-0 3-0-0 7-8-0 4-8-0 12-8-8 5-0-8 17-9-0 5-0-8 19-10-4 2-1-4 23-8-3 3-9-15 26-0-8 2-4-5 28-1-12 2-1-4 31-3-14 3-2-2 3-0-84-6-89-7-02-9-94-6-86.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0], [10:Edge,0-3-8], [11:0-2-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.93 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.32 0.06 0.13 (loc) 11-12 11-12 10 15-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 225 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 10-14: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 9-11: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-13, 5-13, 6-13 JOINTS 1 Brace at Jt(s): 18 REACTIONS. (size)17=Mechanical, 10=0-3-8 Max Horz 17=324(LC 11) Max Uplift 17=-515(LC 12), 10=-244(LC 12) Max Grav 17=1804(LC 18), 10=2318(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2512/960, 3-4=-2479/912, 4-5=-2011/782, 5-6=-2008/867, 6-7=-2158/564, 7-8=-2364/612, 8-9=-2201/342, 9-10=-2585/394 BOT CHORD 16-17=-459/1324, 15-16=-874/2760, 13-15=-661/2360, 12-13=-275/1991, 11-12=-292/1997 WEBS 2-16=-582/1919, 3-16=-1062/470, 3-15=-528/313, 4-15=-142/476, 4-13=-884/584, 5-13=-661/1708, 6-13=-1342/11, 12-18=0/901, 6-18=0/921, 8-11=-669/540, 2-17=-1864/762, 9-11=-383/2620 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 7-8-0, Interior(1) 7-8-0 to 17-9-0, Exterior(2R) 17-9-0 to 24-0-1, Interior(1) 24-0-1 to 31-2-2 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) 400.0lb AC unit load placed on the bottom chord, 24-0-0 from left end, supported at two points, 2-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Ceiling dead load (5.0 psf) on member(s). 7-8, 7-18 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=515, 10=244. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss B11 Truss Type Roof Special Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657426 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:44:46 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-P9f2fbMqSubBtPnuMkmG8dAZsDt7Dg10CYpelczOXQV Scale = 1:55.2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 2x4 5x6 4x6 4x6 4x6 4x6 3x4 3x4 3x8 3x6 3x8 2x4 2x4 2x4 6x8 6x8 4x6 5x6 6-8-0 6-8-0 12-2-8 5-6-8 17-9-0 5-6-8 19-10-4 2-1-4 28-1-12 8-3-8 31-3-14 3-2-2 2-0-0 2-0-0 6-8-0 4-8-0 12-2-8 5-6-8 17-9-0 5-6-8 19-10-4 2-1-4 23-8-3 3-9-15 24-0-8 0-4-5 28-1-12 4-1-4 31-3-14 3-2-2 3-0-84-0-89-7-02-9-94-0-86.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0], [10:Edge,0-3-8], [11:0-2-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.84 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.32 0.06 0.13 (loc) 11-12 11-12 10 15-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 222 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 10-14: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 6-12,7-18,8-11,9-11: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 6-13 JOINTS 1 Brace at Jt(s): 18 REACTIONS. (size)17=Mechanical, 10=0-3-8 Max Horz 17=324(LC 11) Max Uplift 17=-515(LC 12), 10=-244(LC 12) Max Grav 17=1803(LC 18), 10=2316(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2558/950, 3-4=-2556/911, 4-5=-2015/768, 5-6=-1992/853, 6-7=-2149/571, 7-8=-2365/608, 8-9=-2209/337, 9-10=-2595/388 BOT CHORD 16-17=-356/1074, 15-16=-893/2826, 13-15=-685/2432, 12-13=-269/1998, 11-12=-287/2004 WEBS 2-16=-709/2215, 3-16=-1185/520, 3-15=-480/292, 4-15=-102/449, 4-13=-920/585, 5-13=-622/1669, 6-13=-1333/14, 12-18=0/898, 6-18=0/919, 8-11=-659/542, 2-17=-1806/751, 9-11=-377/2628 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 6-8-0, Interior(1) 6-8-0 to 17-9-0, Exterior(2R) 17-9-0 to 24-0-1, Interior(1) 24-0-1 to 31-2-2 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) 400.0lb AC unit load placed on the bottom chord, 24-0-0 from left end, supported at two points, 2-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Ceiling dead load (5.0 psf) on member(s). 7-8, 7-18 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=515, 10=244. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss B12 Truss Type Roof Special Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657427 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:44:47 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-tLDRtxNTDCj2VZM4wRHVhrikodD7yC2AQCZCH3zOXQU Scale = 1:54.6 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 3x6 5x6 4x6 4x6 5x6 4x6 5x6 3x4 3x4 3x8 6x8 2x4 2x4 2x4 2x4 6x8 4x6 5x6 4-8-0 4-8-0 10-10-0 6-2-0 17-0-0 6-2-0 19-10-4 2-10-4 28-1-12 8-3-8 31-3-14 3-2-2 4-8-0 4-8-0 10-10-0 6-2-0 17-0-0 6-2-0 18-6-0 1-6-0 19-10-4 1-4-4 23-8-3 3-9-15 24-0-8 0-4-5 28-1-12 4-1-4 31-3-14 3-2-2 3-0-89-2-82-9-99-2-86.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-0], [10:Edge,0-3-8], [11:0-2-8,0-4-4], [12:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.86 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.32 0.06 0.14 (loc) 11-12 11-12 10 15-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 225 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 10-14: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 1-16,6-12,7-18,8-11,9-11: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-13 JOINTS 1 Brace at Jt(s): 18 REACTIONS. (size)17=Mechanical, 10=0-3-8 Max Horz 17=307(LC 11) Max Uplift 17=-514(LC 12), 10=-243(LC 12) Max Grav 17=1806(LC 18), 10=2316(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-1735/688, 1-2=-2594/896, 2-3=-2749/961, 3-4=-2075/784, 4-5=-1807/811, 5-6=-2396/903, 6-7=-2155/596, 7-8=-2361/633, 8-9=-2217/363, 9-10=-2605/419 BOT CHORD 16-17=-287/322, 15-16=-949/2898, 13-15=-798/2602, 12-13=-285/1882, 11-12=-311/2010 WEBS 1-16=-1034/3024, 2-16=-1426/615, 2-15=-327/218, 3-15=-17/372, 3-13=-947/572, 4-13=-82/673, 5-13=-591/235, 5-12=-177/1575, 12-18=-755/729, 6-18=-733/741, 8-11=-647/541, 9-11=-409/2637 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 4-8-0, Interior(1) 4-8-0 to 17-0-0, Exterior(2E) 17-0-0 to 18-6-0, Exterior(2R) 18-6-0 to 24-6-0, Interior(1) 24-6-0 to 31-2-2 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) 400.0lb AC unit load placed on the bottom chord, 24-0-0 from left end, supported at two points, 2-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Ceiling dead load (5.0 psf) on member(s). 7-8, 7-18 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=514, 10=243. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss B13 Truss Type Roof Special Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657428 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:44:49 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-qkLBHdOjkpzmktWT1sJzmGo25RvBQ6DSuW2JMxzOXQS Scale = 1:54.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 6x8 2x4 4x6 5x8 4x6 4x6 3x4 3x4 3x4 6x8 2x4 2x4 2x4 2x4 6x8 4x6 5x6 3x6 8-10-0 8-10-0 15-0-0 6-2-0 19-10-4 4-10-4 20-6-0 0-7-12 28-1-12 7-7-12 31-3-14 3-2-2 2-8-0 2-8-0 8-10-0 6-2-0 15-0-0 6-2-0 19-10-4 4-10-4 20-6-0 0-7-12 23-8-3 3-2-3 26-0-8 2-4-5 28-1-12 2-1-4 31-3-14 3-2-2 2-0-88-2-82-9-98-2-86.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [6:0-3-4,0-2-0], [10:Edge,0-3-8], [11:0-2-4,0-4-4], [12:0-3-8,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.82 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.36 0.07 0.16 (loc) 15-16 15-16 10 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 202 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 10-13: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-12,7-17,8-11,9-11: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 4-12 JOINTS 1 Brace at Jt(s): 18 REACTIONS. (size)16=Mechanical, 10=0-3-8 Max Horz 16=-285(LC 10) Max Uplift 16=-510(LC 12), 10=-248(LC 12) Max Grav 16=1836(LC 18), 10=2314(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2973/1129, 3-4=-2308/962, 4-5=-2045/744, 5-6=-1990/701, 6-7=-2207/680, 7-8=-2369/708, 8-9=-2251/443, 9-10=-2658/516 BOT CHORD 15-16=-1080/2660, 14-15=-1012/2785, 12-14=-604/2108, 11-12=-382/2030 WEBS 2-16=-2881/1215, 3-15=0/301, 3-14=-871/523, 4-14=-401/683, 4-12=-207/445, 12-17=0/635, 5-17=-164/355, 8-11=-588/558, 9-11=-504/2661, 6-18=-167/535 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2E) 15-0-0 to 20-6-0, Exterior(2R) 20-6-0 to 26-6-0, Interior(1) 26-6-0 to 31-2-2 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) 400.0lb AC unit load placed on the bottom chord, 24-0-0 from left end, supported at two points, 2-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Ceiling dead load (5.0 psf) on member(s). 7-8, 17-18, 7-18 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=510, 10=248. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss B14 Truss Type Hip Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657429 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:44:50 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-IwvZVzPLV75dM15fbaqCITKDEqGD9Vbc7AnsuNzOXQR Scale = 1:54.0 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 25 26 5x6 3x4 3x4 6x8 5x8 4x6 3x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 7x10 4x6 5x6 2x4 6-7-12 6-7-12 13-0-0 6-4-4 19-10-4 6-10-4 22-6-0 2-7-12 28-1-12 5-7-12 31-3-14 3-2-2 6-7-12 6-7-12 13-0-0 6-4-4 19-10-4 6-10-4 22-6-0 2-7-12 23-8-3 1-2-3 24-0-8 0-4-5 28-1-12 4-1-4 31-3-14 3-2-2 0-8-87-2-82-9-97-2-86.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-0-5], [4:0-4-0,0-1-15], [6:0-4-0,0-1-15], [10:Edge,0-3-8], [11:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.71 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.55 0.07 0.31 (loc) 12-14 12-14 10 12-14 l/defl >999 >681 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 193 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x6 SP M 26 BOT CHORD 2x4 SP No.2 *Except* 10-13: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-12,7-16,8-11: 2x4 SP No.2 SLIDER Left 2x4 SP No.3 -t 3-8-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-7-9 oc bracing. WEBS 1 Row at midpt 4-12 REACTIONS. (size)1=Mechanical, 10=0-3-8 Max Horz 1=-282(LC 10) Max Uplift 1=-511(LC 12), 10=-254(LC 12) Max Grav 1=1667(LC 18), 10=2160(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2861/1151, 3-4=-2321/970, 4-5=-1970/666, 5-6=-2148/712, 6-7=-2422/738, 7-8=-2210/654, 8-9=-2165/425, 9-10=-2590/506 BOT CHORD 1-15=-1053/2614, 14-15=-1053/2614, 12-14=-655/2100, 11-12=-353/1934 WEBS 3-14=-589/457, 4-14=-272/466, 4-12=-302/418, 12-16=0/549, 5-16=0/482, 16-17=-101/289, 7-17=-92/343, 8-11=-379/461, 9-11=-462/2524, 6-17=-48/308 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 13-0-0, Exterior(2R) 13-0-0 to 21-5-13, Interior(1) 21-5-13 to 22-6-0, Exterior(2E) 22-6-0 to 31-2-2 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) 400.0lb AC unit load placed on the bottom chord, 24-0-0 from left end, supported at two points, 2-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 7-8, 16-17, 7-17 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=511, 10=254. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss B15 Truss Type Hip Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657430 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:44:51 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-m6TxiJQzGQDU_Ags9HMRrhtPTEcDu__lLqXPQqzOXQQ Scale = 1:55.5 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 5x8 ST1.5x8 STP 5x8 5x6 4x6 4x6 3x4 2x4 3x4 2x4 2x4 7x10 2x4 2x4 7x10 4x6 5x6 2x4 6x8 7x10 5-7-12 5-7-12 11-0-0 5-4-4 19-10-4 8-10-4 24-6-0 4-7-12 28-1-12 3-7-12 31-3-14 3-2-2 -1-6-0 1-6-0 5-7-12 5-7-12 11-0-0 5-4-4 19-10-4 8-10-4 24-6-0 4-7-12 26-0-8 1-6-8 26-4-3 0-3-11 28-1-12 1-9-9 31-3-14 3-2-2 0-8-86-2-82-9-96-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [5:0-6-0,0-2-8], [6:0-3-8,0-3-0], [8:0-6-4,0-2-4], [12:Edge,0-3-8], [13:0-3-8,0-4-8], [15:0-4-12,0-3-4], [18:0-5-0,0-2-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.72 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.58 0.07 0.32 (loc) 14 13-14 12 14-15 l/defl >999 >645 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 214 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 12-15: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 7-14,9-18,10-13,11-13,8-18: 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -t 3-1-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing. JOINTS 1 Brace at Jt(s): 19 REACTIONS. (size)2=0-7-10, 12=0-3-8 Max Horz 2=-242(LC 10) Max Uplift 2=-643(LC 12), 12=-250(LC 12) Max Grav 2=1775(LC 18), 12=2150(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2848/1142, 4-5=-2419/978, 5-6=-2419/969, 6-7=-4627/1365, 7-8=-4761/1423, 8-9=-2044/816, 9-10=-2237/600, 10-11=-2199/382, 11-12=-2641/459 BOT CHORD 2-17=-1050/2560, 16-17=-1050/2560, 15-16=-713/2188, 14-15=-322/1965, 13-14=-308/1946 WEBS 4-16=-441/394, 5-16=-137/346, 14-18=0/602, 7-18=-257/291, 18-19=-373/115, 9-19=-382/107, 10-13=-370/462, 11-13=-397/2547, 6-15=-855/385, 6-18=-407/2274, 15-18=-620/899, 5-15=-42/633, 8-18=-654/3033 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 11-0-0, Exterior(2R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 24-6-0, Exterior(2E) 24-6-0 to 31-2-2 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) 400.0lb AC unit load placed on the bottom chord, 24-0-0 from left end, supported at two points, 2-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 9-10, 18-19, 9-19 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=643, 12=250. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss B16 Truss Type Hip Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657431 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:44:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-EJ1KwfQb1kLLbKF2j?tgOuPe1evddUGvaUGzyGzOXQP Scale = 1:56.9 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 17 18 19 20 21 2x4 ST1.5x8 STP 4x6 3x6 4x6 5x6 4x6 3x6 3x8 2x4 3x4 3x4 3x4 3x6 5x8 3x6 9-0-0 9-0-0 17-9-0 8-9-0 26-6-0 8-9-0 31-3-14 4-9-14 -1-6-0 1-6-0 4-7-12 4-7-12 9-0-0 4-4-4 14-10-0 5-10-0 20-8-0 5-10-0 26-6-0 5-10-0 31-3-14 4-9-14 0-8-85-2-82-9-95-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.56 0.90 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.31 0.09 0.16 (loc) 12-13 12-13 11 13-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 176 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -t 2-6-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-2-12 oc bracing. WEBS 1 Row at midpt 8-12 REACTIONS. (size)2=0-7-10, 11=0-3-8 Max Horz 2=-192(LC 10) Max Uplift 2=-747(LC 12), 11=-635(LC 12) Max Grav 2=1506(LC 17), 11=1401(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2382/1372, 4-5=-2127/1227, 5-6=-1876/1182, 6-8=-2182/1335, 8-9=-1197/818, 9-10=-1400/821, 10-11=-1367/834 BOT CHORD 2-15=-1256/2069, 13-15=-1231/2244, 12-13=-1135/2014 WEBS 4-15=-252/298, 5-15=-251/576, 6-15=-570/327, 8-13=-108/383, 8-12=-1111/655, 9-12=-36/317, 10-12=-688/1313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-5-14, Interior(1) 4-5-14 to 9-0-0, Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 26-6-0, Exterior(2E) 26-6-0 to 31-2-2 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=747, 11=635. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss B17 Truss Type Hip Girder Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657432 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:44:54 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-Ah84LKSsZLb2reOQqPv8TJVtOSfK5JpC1ol319zOXQN Scale = 1:59.0 1 2 3 4 5 6 7 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 2x4 ST1.5x8 STP 5x6 7x10 6x12 MT20HS 8x10 6x12 MT20HS6x8 5x6 3x4 5x8 5x6 3x12 MT20HS 5x6 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 7-0-0 14-1-7 7-1-7 21-4-9 7-3-3 28-6-0 7-1-7 31-3-14 2-9-14 -1-6-0 1-6-0 7-0-0 7-0-0 14-1-7 7-1-7 21-4-9 7-3-3 28-6-0 7-1-7 31-3-14 2-9-14 0-8-84-2-82-9-94-2-86.00 12 Plate Offsets (X,Y)-- [2:Edge,0-5-0], [3:0-3-0,0-2-7], [4:0-3-0,0-3-8], [5:0-5-0,0-4-8], [6:0-9-0,0-2-4], [10:0-3-8,0-2-8], [13:0-3-8,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.63 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.40 -0.50 0.10 (loc) 10-12 10-12 8 l/defl >928 >736 n/a L/d 240 240 n/a PLATES MT20 MT20HS Weight: 209 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-5: 2x6 SP No.2, 6-7: 2x4 SP No.2, 5-6: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-13,5-12,6-10,7-9: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-0-12 oc bracing. WEBS 1 Row at midpt 4-13, 6-10 REACTIONS. (size)2=0-7-10, 8=0-3-8 Max Horz 2=187(LC 8) Max Uplift 2=-1921(LC 8), 8=-1728(LC 8) Max Grav 2=3339(LC 29), 8=3212(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6008/3335, 3-4=-5099/2957, 4-5=-7182/3975, 5-6=-6168/3365, 6-7=-2428/1267, 7-8=-3212/1667 BOT CHORD 2-13=-2917/5196, 12-13=-3898/7202, 10-12=-3336/6256, 9-10=-1149/2230 WEBS 3-13=-1013/2090, 4-13=-2464/1148, 4-12=-169/452, 5-12=-635/1070, 5-10=-1780/1298, 6-10=-2419/4480, 6-9=-1785/1164, 7-9=-1523/2996 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1921, 8=1728. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 736 lb down and 596 lb up at 7-0-0, and 60 lb down and 58 lb up at 31-2-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss B17 Truss Type Hip Girder Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657432 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:44:54 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-Ah84LKSsZLb2reOQqPv8TJVtOSfK5JpC1ol319zOXQN LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-6=-70, 6-7=-70, 2-8=-20 Concentrated Loads (lb) Vert: 3=-162(F) 13=-671(F) 9=-50(F) 8=-60 15=-162(F) 16=-162(F) 17=-162(F) 19=-162(F) 21=-162(F) 22=-162(F) 23=-162(F) 24=-162(F) 25=-162(F) 26=-162(F) 27=-164(F) 28=-50(F) 29=-50(F) 30=-50(F) 31=-50(F) 32=-50(F) 33=-50(F) 34=-50(F) 35=-50(F) 36=-50(F) 37=-50(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss C1 Truss Type ROOF SPECIAL Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657433 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-q?tcsRbNk16LHUJkXx7yyr?z6HkTvn2zogfiSSzOXQB Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 3x4 ST1.5x8 STP ST1.5x8 STP 4x6 5x8 4x6 6x8 4x6 6x8 3x6 3x8 MT20HS3x4 3x4 6x8 3x4 3x4 2x4 2x4 3x4 2x4 2x4 7x10 3x4 3-9-8 3-9-8 6-5-4 2-7-12 6-5-8 0-0-4 14-8-8 8-3-0 14-8-12 0-0-4 16-8-8 1-11-12 21-2-0 4-5-8 -1-7-0 1-7-0 3-9-8 3-9-8 6-5-4 2-7-12 6-5-8 0-0-4 8-4-8 1-11-0 9-0-5 0-7-13 10-7-0 1-6-11 12-1-11 1-6-11 12-9-8 0-7-13 14-8-8 1-11-0 14-8-12 0-0-4 16-8-8 1-11-12 21-2-0 4-5-8 0-3-153-11-126-0-83-11-121-2-86.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-7], [10:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.74 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -0.71 0.03 -0.17 (loc) 15-17 15-17 13 15 l/defl >560 >351 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 139 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-7,7-10: 2x4 SP M 31 BOT CHORD 2x4 SP M 31 *Except* 1-20: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 4-17,6-8: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)13=0-6-10, 19=0-6-10 Max Horz 19=366(LC 11) Max Uplift 13=-365(LC 12), 19=-505(LC 12) Max Grav 13=1205(LC 18), 19=1379(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1273/535, 3-4=-1132/530, 4-5=-701/180, 4-6=-1557/723, 6-7=-50/537, 7-8=-65/534, 8-9=-1567/708, 9-10=-1098/436, 9-11=-740/322, 11-12=-787/365, 12-13=-285/211 BOT CHORD 18-19=-378/241, 17-18=-707/1227, 15-17=-768/1635, 14-15=-744/1415, 13-14=-742/1406 WEBS 5-18=-715/218, 3-5=-35/307, 5-17=-190/794, 4-17=-124/263, 6-21=-2158/872, 8-21=-2158/872, 9-15=0/539, 10-14=-265/111, 10-11=-340/297, 10-15=-128/336, 10-13=-1609/773, 10-12=-359/764, 19-20=-1332/934, 2-20=-1343/835, 2-18=-464/1182 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-3 to 6-2-13, Interior(1) 6-2-13 to 10-7-0, Exterior(2E) 10-7-0 to 14-11-3, Interior(1) 14-11-3 to 21-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-6, 8-9, 6-21, 8-21 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-17 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=365, 19=505. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss C2 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657434 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:08 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-mO?NH7deGfM3WoT7fM9Q1G4Kw5NeNm0FF_8pXLzOXQ9 Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 183x4 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x6 4x6 2x4 3x4 3x6 3x8 MT20HS3x8 3x4 2x4 3x4 3x4 2x4 3x4 2x4 3x4 NAILED 1-9-8 1-9-8 6-5-4 4-7-12 14-8-12 8-3-8 21-2-0 6-5-4 -1-7-0 1-7-0 1-9-8 1-9-8 4-5-8 2-8-0 6-5-4 1-11-12 8-4-8 1-11-4 9-0-5 0-7-13 10-7-0 1-6-11 12-1-11 1-6-11 12-9-8 0-7-13 14-8-12 1-11-4 16-8-8 1-11-12 21-2-0 4-5-8 0-3-152-11-126-0-82-11-121-2-86.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-7], [7:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.76 0.88 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.52 -0.78 0.04 -0.27 (loc) 13-15 13-15 12 15 l/defl >484 >322 n/a >922 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 120 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-7,7-10: 2x4 SP M 31 BOT CHORD 2x4 SP M 31 *Except* 1-18: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 5-15,6-8,9-13: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-12 REACTIONS. (size)12=0-6-10, 17=0-6-10 Max Horz 17=333(LC 7) Max Uplift 12=-376(LC 8), 17=-716(LC 8) Max Grav 12=1207(LC 39), 17=1409(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-871/415, 3-4=-773/390, 4-5=-1957/561, 5-6=-1564/530, 6-7=-63/618, 7-8=-55/621, 8-9=-1560/537, 9-10=-1948/549 BOT CHORD 16-17=-346/215, 15-16=-462/1892, 13-15=-294/1631, 12-13=-414/1773 WEBS 3-16=-100/283, 4-16=-1571/358, 4-15=-439/283, 5-15=-106/809, 6-8=-2221/668, 9-13=-62/803, 10-13=-479/225, 10-12=-2071/552, 17-18=-1356/731, 2-18=-1356/698, 2-16=-487/1081 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-6, 8-9, 9-10, 6-8 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-15 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=376, 17=716. 11) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 13) 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) StandardContinued on page 2 This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss C2 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657434 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:08 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-mO?NH7deGfM3WoT7fM9Q1G4Kw5NeNm0FF_8pXLzOXQ9 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-80, 6-7=-70, 7-8=-70, 8-10=-80, 10-11=-70, 15-17=-20, 13-15=-30, 12-13=-20, 6-8=-10, 1-18=-20 Concentrated Loads (lb) Vert: 16=150(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss C3 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657435 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:09 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-EaYlUTeG1yUw8x2JC3gfaUdSzViU6CsPUduM3nzOXQ8 Scale = 1:44.5 1 2 3 4 5 6 7 8 9 10 14 13 12 11 16 2x4 ST1.5x8 STP ST1.5x8 STP 3x6 5x6 2x4 3x6 5x6 4x6 4x6 3x8 MT20HS 2x4 2x4 3x4 3x4 2x4 3x4 NAILED 6-6-4 6-6-4 14-9-12 8-3-8 18-9-8 3-11-12 21-3-0 2-5-8 -1-6-0 1-6-0 6-6-4 6-6-4 8-5-8 1-11-4 9-1-5 0-7-13 10-8-0 1-6-11 12-2-11 1-6-11 12-10-8 0-7-13 14-9-12 1-11-4 18-9-8 3-11-12 21-3-0 2-5-8 0-8-81-11-126-0-81-11-126.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [6:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.91 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.56 -0.88 0.04 0.45 (loc) 12-14 12-14 11 2-14 l/defl >449 >289 n/a >558 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 107 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 9-10: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.2 *Except* 10-11,9-12,9-11: 2x4 SP No.3 OTHERS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -t 3-7-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-6-10, 2=0-7-10 Max Horz 2=337(LC 7) Max Uplift 11=-363(LC 8), 2=-636(LC 8) Max Grav 11=1270(LC 31), 2=1611(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2092/482, 4-5=-1626/546, 5-6=-170/903, 6-7=-167/828, 7-8=-1652/549, 8-9=-2023/515 BOT CHORD 2-14=-298/1740, 12-14=-298/1740, 11-12=-435/1676 WEBS 4-14=0/622, 5-7=-2628/806, 8-12=0/594, 9-12=-279/185, 9-11=-2103/594 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 8-9, 5-7 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-14 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=363, 2=636. 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss C3 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657435 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:09 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-EaYlUTeG1yUw8x2JC3gfaUdSzViU6CsPUduM3nzOXQ8 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-80, 5-6=-70, 6-7=-70, 7-9=-80, 9-10=-70, 2-14=-20, 12-14=-30, 11-12=-20, 5-7=-10 Concentrated Loads (lb) Vert: 16=-294(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss C4 Truss Type COMMON Qty 3 Ply 1 2514427-PACE Job Reference (optional) T23657436 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:10 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-im67ioeuoGcnm5dVmmBu6h9etu4DrhGYjHdwbDzOXQ7 Scale = 1:43.1 1 2 3 4 5 6 7 8 9 10 11 14 13 12 17 18 2x4 ST1.5x8 STP ST1.5x8 STP 3x6 2x4 5x6 4x6 4x6 3x8 MT20HS 3x4 3x4 2x4 2x4 2x4 2x4 5x6 4x6 4x6 6-6-4 6-6-4 14-9-12 8-3-8 21-4-0 6-6-4 -1-6-0 1-6-0 6-6-4 6-6-4 8-5-8 1-11-4 9-1-5 0-7-13 10-8-0 1-6-11 12-2-11 1-6-11 12-10-8 0-7-13 14-9-12 1-11-4 21-4-0 6-6-4 22-10-0 1-6-0 0-8-86-0-80-8-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [6:0-3-0,Edge], [10:0-4-1,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.81 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.55 -0.85 0.04 -0.45 (loc) 12-14 12-14 10 2-14 l/defl >463 >301 n/a >570 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 108 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -t 3-7-4, Right 2x6 SP No.2 -t 3-7-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-7-10, 10=0-7-10 Max Horz 2=297(LC 11) Max Uplift 2=-501(LC 12), 10=-501(LC 12) Max Grav 2=1387(LC 18), 10=1387(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2089/801, 4-5=-1618/850, 5-6=-321/854, 6-7=-319/855, 7-8=-1618/851, 8-10=-2089/803 BOT CHORD 2-14=-467/1725, 12-14=-467/1725, 10-12=-467/1725 WEBS 5-7=-2545/1290, 8-12=0/618, 4-14=0/618 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 10-8-0, Exterior(2R) 10-8-0 to 16-8-0, Interior(1) 16-8-0 to 22-9-3 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-7 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-14 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=501, 10=501. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss C5 Truss Type Hip Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657437 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:11 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-AygVv8fWZakeNFCiKUj7fvivmIPKaAKiyxNT7gzOXQ6 Scale = 1:42.7 1 2 3 4 5 6 7 8 9 10 12 11 15 16 2x4 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 2x4 5x6 4x6 5x6 3x4 2x4 2x4 5x6 4x6 9-0-0 9-0-0 12-4-0 3-4-0 21-4-0 9-0-0 -1-6-0 1-6-0 4-7-12 4-7-12 9-0-0 4-4-4 12-4-0 3-4-0 16-8-4 4-4-4 21-4-0 4-7-12 22-10-0 1-6-0 0-8-85-2-80-8-85-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [9:0-4-1,0-0-5], [11:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.89 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.33 0.05 -0.18 (loc) 2-12 2-12 9 2-12 l/defl >999 >780 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 116 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-6-9, Right 2x6 SP No.2 -t 2-6-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-8-8 oc bracing. REACTIONS. (size)2=0-7-10, 9=0-7-10 Max Horz 2=-256(LC 10) Max Uplift 2=-551(LC 12), 9=-551(LC 12) Max Grav 2=1241(LC 17), 9=1241(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1706/1014, 4-5=-1369/826, 5-6=-1181/805, 6-7=-1369/826, 7-9=-1707/1014 BOT CHORD 2-12=-749/1606, 11-12=-406/1267, 9-11=-739/1415 WEBS 4-12=-402/399, 5-12=-115/346, 6-11=-115/346, 7-11=-403/399 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-5-14, Interior(1) 4-5-14 to 9-0-0, Exterior(2E) 9-0-0 to 12-4-0, Exterior(2R) 12-4-0 to 20-9-13, Interior(1) 20-9-13 to 22-9-3 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=551, 9=551. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss C6 Truss Type Hip Girder Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657438 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:13 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-7LoGKqhm5B_MdZL4RvlbkKn7r63v22g?PFsaCYzOXQ4 Scale = 1:42.7 1 2 3 4 5 6 7 8 11 10 9 14 15 16 17 18 19 20 21 2x4 ST1.5x8 STP ST1.5x8 STP 6x8 5x6 2x4 6x8 4x6 4x6 5x6 WB3x6 6x8 6x8 4x6 4x6 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 7-0-0 14-4-0 7-4-0 21-4-0 7-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 14-4-0 7-4-0 21-4-0 7-0-0 22-10-0 1-6-0 0-8-84-2-80-8-84-2-86.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-4-1], [4:0-5-4,0-2-8], [5:0-3-0,0-2-7], [7:0-0-5,0-4-1], [9:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.94 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.22 -0.41 0.09 (loc) 9-11 9-11 7 l/defl >999 >624 n/a L/d 240 240 n/a PLATES MT20 Weight: 122 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-5: 2x6 SP M 26 BOT CHORD 2x4 SP M 31 *Except* 7-10: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 3-9-8, Right 2x6 SP No.2 -t 3-9-8 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-4-9 oc bracing. WEBS 1 Row at midpt 4-9 REACTIONS. (size)2=0-7-10, 7=0-7-10 Max Horz 2=-205(LC 23) Max Uplift 2=-1471(LC 8), 7=-1471(LC 8) Max Grav 2=2373(LC 29), 7=2373(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4097/2493, 4-5=-3521/2267, 5-7=-4099/2497 BOT CHORD 2-11=-2017/3623, 9-11=-2000/3586, 7-9=-2020/3502 WEBS 4-11=-440/968, 5-9=-471/1010 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1471, 7=1471. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 736 lb down and 596 lb up at 7-0-0, and 736 lb down and 596 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss C6 Truss Type Hip Girder Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657438 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:13 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-7LoGKqhm5B_MdZL4RvlbkKn7r63v22g?PFsaCYzOXQ4 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 5-8=-70, 2-7=-20 Concentrated Loads (lb) Vert: 4=-162(F) 5=-162(F) 11=-671(F) 9=-671(F) 15=-162(F) 16=-162(F) 17=-162(F) 19=-50(F) 20=-50(F) 21=-50(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss CJ1 Truss Type Corner Jack Qty 20 Ply 1 2514427-PACE Job Reference (optional) T23657439 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:13 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-7LoGKqhm5B_MdZL4RvlbkKnHB6Ha27C?PFsaCYzOXQ4 Scale = 1:8.9 1 2 3 4 2x4 ST1.5x8 STP 6x8 1-0-0 1-0-0 -1-6-0 1-6-0 1-0-0 1-0-0 0-8-81-2-80-9-131-2-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=86(LC 12) Max Uplift 3=-53(LC 1), 2=-229(LC 12) Max Grav 3=64(LC 12), 2=236(LC 17), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=229. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss CJ3 Truss Type Jack-Open Qty 16 Ply 1 2514427-PACE Job Reference (optional) T23657440 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:15 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-3kw0lWi1doE4ssVTZKn3plsddvyYW0iHtZLhGRzOXQ2 Scale = 1:14.0 1 2 3 4 5 2x4 ST1.5x8 STP 3x6 4x6 3-0-0 3-0-0 -1-6-0 1-6-0 3-0-0 3-0-0 0-8-82-2-81-9-132-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-5 2-5 4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 1-8-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=143(LC 12) Max Uplift 4=-80(LC 12), 2=-173(LC 12) Max Grav 4=106(LC 17), 2=265(LC 17), 5=59(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=173.This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss CJ5 Truss Type Corner Jack Qty 13 Ply 1 2514427-PACE Job Reference (optional) T23657441 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:16 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-XwTOysjfN6MxU04f71IIMyPd8JFaFTyR5D4EptzOXQ1 Scale = 1:19.5 1 2 3 7 4 5 2x4 ST1.5x8 STP 3x6 4x6 5-0-0 5-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 0-8-83-2-82-9-133-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 1.00 0.30 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 -0.02 0.00 (loc) 2-5 2-5 4 2 l/defl >999 >831 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-10-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=203(LC 12) Max Uplift 4=-157(LC 12), 2=-186(LC 12) Max Grav 4=202(LC 17), 2=351(LC 17), 5=99(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 4-11-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=157, 2=186.This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss CJ11 Truss Type Corner Jack Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657442 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:14 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-bXMeXAhPsV6DEjwG?cGqHXKOhWaDnZS8evb7k_zOXQ3 Scale: 3/4"=1' 1 2 5 4 6 3 3x6 ST1.5x8 STP 2x4 2x4 2x4 0-11-0 0-11-0 -1-7-0 1-7-0 0-11-0 0-11-0 0-3-152-6-82-1-132-6-80-11-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.55 0.23 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 0.01 -0.03 (loc) 4 4 3 l/defl >612 >854 n/a L/d 240 240 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 *Except* 4-5: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=0-6-10, 3=Mechanical Max Horz 5=69(LC 12) Max Uplift 5=-157(LC 12), 3=-134(LC 18) Max Grav 5=348(LC 1), 3=45(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-333/688, 2-6=-318/513, 1-2=-308/111 BOT CHORD 1-6=-102/302 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=157, 3=134.This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss CJ12 Truss Type Corner Jack Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657443 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:15 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-3kw0lWi1doE4ssVTZKn3plsZovxwW0iHtZLhGRzOXQ2 Scale: 3/4"=1' 1 2 5 4 6 3 3x6 2x4 2x4 2x4 0-0-1 1-0-0 1-0-0 -1-6-0 1-6-0 1-0-0 1-0-0 0-3-152-6-82-1-132-6-80-11-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.53 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 0.01 0.03 (loc) 4 4 3 l/defl >615 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 3=Mechanical Max Horz 5=69(LC 12) Max Uplift 5=-138(LC 12), 3=-105(LC 18) Max Grav 5=314(LC 1), 3=52(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-297/608, 2-6=-282/433, 1-2=-291/105 BOT CHORD 1-6=-99/291 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=138, 3=105.This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss CJ53 Truss Type Corner Jack Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657444 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:17 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-?61mACkH8QVo5AfrglpXvAyrQjVW_wBaKtqnLJzOXQ0 Scale: 1/2"=1' 1 4 2 3 5x6 ST1.5x8 STP 5-0-0 5-0-0 5-0-0 5-0-0 0-8-83-2-82-9-133-2-86.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.78 0.64 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.06 -0.05 0.08 (loc) 3-4 3-4 2 3-4 l/defl >999 >999 n/a >736 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-7-10, 2=Mechanical, 3=Mechanical Max Horz 4=143(LC 12) Max Uplift 4=-44(LC 12), 2=-140(LC 12), 3=-7(LC 12) Max Grav 4=220(LC 17), 2=185(LC 17), 3=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-196/258 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except (jt=lb) 2=140.This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss D1 Truss Type Monopitch Girder Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657445 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:18 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-TJb9NXlvvjdejKE2ESLmRNUzx7vbjEwkZXZLtmzOXQ? Scale = 1:34.3 1 2 3 5 4 6 3x4 ST1.5x8 STP ST1.5x8 STP 4x6 3x4 3x8 3x8 HTU26 1-4-6 1-4-6 1-8-3 0-3-13 9-1-10 7-5-7 1-8-3 1-8-3 9-1-10 7-5-7 0-8-85-3-56.00 12 Plate Offsets (X,Y)-- [1:0-4-5,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.40 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 -0.01 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 3-4: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=0-7-10, 5=0-7-10 Max Horz 5=289(LC 21) Max Uplift 4=-316(LC 21), 5=-855(LC 8) Max Grav 4=423(LC 13), 5=2027(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-552/833, 3-4=-258/200 BOT CHORD 1-5=-538/522, 4-5=-771/655 WEBS 2-5=-1095/622, 2-4=-616/742 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=316, 5=855. 6) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 0-11-4 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 1-4=-20 Concentrated Loads (lb) Vert: 6=-1325(F) This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss D2 Truss Type COMMON Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657446 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Apr 23 09:23:16 2021 Page 1 Builders FirstSource, Fort Piece, FL 34945 ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-ClohtziwNdA0B1UGB6FLNCUGOmKhpFav21?i5IzNuQv Scale = 1:40.1 1 2 3 4 5 6 7 8 9 10 12 11 15 16 17 18 2x4 ST1.5x8 STP ST1.5x8 STP 4x6 2x4 3x6 3x4 2x4 6x8 4x6 5x8 2x4 5x6 4x6 1-4-6 1-4-6 1-8-3 0-3-13 9-10-0 8-1-13 19-8-0 9-10-0 -1-6-0 1-6-0 1-8-3 1-8-3 5-0-12 3-4-9 9-10-0 4-9-4 14-7-4 4-9-4 19-8-0 5-0-12 21-2-0 1-6-0 0-8-85-7-80-8-86.00 12 Plate Offsets (X,Y)-- [2:0-3-7,0-0-5], [9:0-4-1,0-0-5], [11:0-4-0,0-3-0], [12:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.82 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.30 0.02 0.03 (loc) 9-11 9-11 9 9-11 l/defl >999 >720 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 110 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 -< 1-6-14, Right 2x6 SP No.2 -< 2-9-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)12=1078/0-7-10, 9=893/0-7-10 Max Horz 12=276(LC 11) Max Uplift 12=-642(LC 12), 9=-465(LC 12) Max Grav 12=1078(LC 1), 9=907(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-647/183, 3-4=-618/241, 4-15=-458/177, 15-16=-445/257, 5-16=-445/267, 5-6=-836/630, 6-7=-836/648, 7-17=-1020/853, 17-18=-1036/852, 8-18=-1081/848, 8-9=-1169/833 BOT CHORD 2-12=-184/612, 11-12=-360/805, 9-11=-589/967 WEBS 4-12=-192/356, 5-12=-1123/1120, 6-11=-207/426, 7-11=-446/493 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 9-10-0, Exterior(2R) 9-10-0 to 15-10-0, Interior(1) 15-10-0 to 21-1-3 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 642 lb uplift at joint 12 and 465 lb uplift at joint 9. LOAD CASE(S) Standard This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss D3 Truss Type Hip Girder Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657447 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:20 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-PhjvoDm9RLtMyeOQMtNEWoaMhwV?BAr00r2SxezOXPz Scale = 1:40.5 1 2 3 4 5 7 6 8 9 10 11 12 13 19 18 17 16 15 14 22 23 24 25 26 27 28 29 30 31 32 33 2x4 ST1.5x8 STP ST1.5x8 STP 4x6 5x8 5x8 2x4 3x4 3x4 3x6 3x4 2x4 3x4 3x8 2x4 3x4 3x4 2x4 3x8 4x6 2x4 NAILED NAILED NAILED NAILED NAILED NAILED 1-4-6 1-4-6 1-8-3 0-3-13 3-0-0 1-3-13 7-7-4 4-7-4 12-0-12 4-5-8 16-8-0 4-7-4 19-8-0 3-0-0 -1-6-0 1-6-0 1-8-3 1-8-3 3-0-0 1-3-13 7-7-4 4-7-4 12-0-12 4-5-8 16-8-0 4-7-4 19-8-0 3-0-0 21-2-0 1-6-0 0-8-82-2-85-7-80-8-82-2-86.00 12 Plate Offsets (X,Y)-- [2:0-2-13,0-1-13], [12:0-4-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.72 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.03 0.08 (loc) 14-15 14-15 12 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 135 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 SLIDER Left 2x4 SP No.3 -t 1-6-14, Right 2x6 SP No.2 -t 1-8-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 6, 9, 8 REACTIONS. (size)19=0-7-10, 12=0-7-10 Max Horz 19=276(LC 7) Max Uplift 19=-889(LC 8), 12=-670(LC 8) Max Grav 19=1349(LC 36), 12=1174(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-367/336, 4-5=-850/408, 5-7=-846/436, 5-6=-668/264, 6-8=-668/264, 8-9=-668/264, 9-10=-977/435, 7-10=-833/435, 10-12=-1809/942 BOT CHORD 2-19=-284/381, 18-19=-337/381, 17-18=-492/1048, 15-17=-559/1549, 14-15=-732/1527, 12-14=-734/1541 WEBS 4-19=-1271/781, 4-18=-838/1371, 5-18=-709/510, 5-17=-79/495, 9-17=-361/188 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=889, 12=670. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 136 lb down and 119 lb up at 3-4-5, 136 lb down and 119 lb up at 4-8-12, 136 lb down and 119 lb up at 6-8-12, 136 lb down and 119 lb up at 8-8-12, 136 lb down and 113 lb up at 10-7-5, 136 lb down and 119 lb up at 12-7-5, and 136 lb down and 119 lb up at 14-7-5, and 136 lb down and 119 lb up at 16-3-11 on top chord, and 167 lb down and 146 lb up at 3-0-0, and 163 lb down and 146 lb up at 16-7-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM, OR PROPERLY CONNECTED PURLINS AS SPECIFIED. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss D3 Truss Type Hip Girder Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657447 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:20 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-PhjvoDm9RLtMyeOQMtNEWoaMhwV?BAr00r2SxezOXPz LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-7=-70, 7-10=-70, 10-13=-70, 2-12=-20 Concentrated Loads (lb) Vert: 5=-8(B) 10=-8(B) 18=-89(B) 14=-89(B) 22=-8(B) 23=-8(B) 24=-8(B) 25=-8(B) 26=-8(B) 27=-8(B) 28=-9(B) 29=-9(B) 30=-9(B) 31=-9(B) 32=-9(B) 33=-9(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss EJ3 Truss Type Jack-Open Qty 10 Ply 1 2514427-PACE Job Reference (optional) T23657448 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:21 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-uuHH?ZnoCe?DanydvauT306f6K?ywkBAFVo?T4zOXPy Scale = 1:14.0 1 2 3 4 5 2x4 ST1.5x8 STP 3x6 4x6 3-0-0 3-0-0 -1-6-0 1-6-0 3-0-0 3-0-0 0-8-82-2-81-9-132-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-5 2-5 4 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 1-8-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=143(LC 12) Max Uplift 4=-80(LC 12), 2=-173(LC 12) Max Grav 4=106(LC 17), 2=265(LC 17), 5=59(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=173.This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss EJ7 Truss Type Jack-Open Qty 32 Ply 1 2514427-PACE Job Reference (optional) T23657449 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:22 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-M4rfDvoQzy74CxXpTIPibDflKkDsfBRJU9XY?XzOXPx Scale: 1/2"=1' 1 2 3 7 4 5 2x4 ST1.5x8 STP 3x8 4x6 4x6 7-0-0 7-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 0-8-84-2-83-9-134-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.63 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.17 -0.04 0.14 (loc) 2-5 2-5 4 2-5 l/defl >999 >487 n/a >616 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 3-11-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=264(LC 12) Max Uplift 4=-205(LC 12), 2=-207(LC 12) Max Grav 4=287(LC 17), 2=442(LC 17), 5=116(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 6-11-4 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=205, 2=207.This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss EJ71 Truss Type Jack-Open Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657450 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:22 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-M4rfDvoQzy74CxXpTIPibDfkCkDrfBRJU9XY?XzOXPx Scale = 1:26.5 1 2 3 4 5 8 6 2x4 ST1.5x8 STP 3x6 3x8 4x6 4x6 3x4 3-6-0 3-6-0 7-0-0 3-6-0 -1-6-0 1-6-0 6-6-8 6-6-8 7-0-0 0-5-8 0-8-83-11-123-10-93-5-153-11-126.00 12 Plate Offsets (X,Y)-- [2:0-4-9,Edge], [5:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.63 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.17 -0.07 0.14 (loc) 2-6 2-6 5 2-6 l/defl >999 >486 n/a >614 L/d 360 240 n/a 240 PLATES MT20 Weight: 37 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 3-11-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-7-10, 6=Mechanical Max Horz 2=256(LC 12) Max Uplift 5=-202(LC 12), 2=-213(LC 12) Max Grav 5=288(LC 17), 2=446(LC 17), 6=116(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 7-0-0 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=202, 2=213.This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss EJ72 Truss Type Jack-Open Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657451 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:23 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-qGP2QFo2kGFxp56?1?wx8RCyL8efOcITipH6XzzOXPw Scale = 1:20.7 1 2 3 4 5 7 6 2x4 4x6 2x4 3x6 3x4 2x4 2x4 4-6-8 4-6-8 7-0-0 2-5-8 -1-6-0 1-6-0 4-6-8 4-6-8 7-0-0 2-5-8 0-8-82-11-126.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-0-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.28 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.01 -0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 -t 2-6-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=7-0-0, 6=7-0-0, 7=7-0-0 Max Horz 2=192(LC 12) Max Uplift 2=-178(LC 12), 6=-48(LC 8), 7=-190(LC 12) Max Grav 2=318(LC 17), 6=73(LC 22), 7=391(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-7=-349/514 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; 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 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 2=178, 7=190. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss G1 Truss Type Common Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657452 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:24 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-ITyQebpgVZNoRFhBbjRAhek89Ytp72gcxT0f4PzOXPv Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 3x8 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 3x8 4x6 5x8 2x4 2x4 9-1-0 9-1-0 18-1-10 9-0-10 18-2-0 0-0-6 4-8-4 4-8-4 9-1-0 4-4-12 13-5-12 4-4-12 18-2-0 4-8-4 0-8-85-2-80-8-86.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [7:0-4-9,Edge], [8:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.73 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.20 0.03 0.04 (loc) 7-8 7-8 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 91 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-6-14, Right 2x6 SP No.2 -t 2-6-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-6-12 oc bracing. REACTIONS. (size)1=0-7-10, 7=0-7-10 Max Horz 1=-242(LC 10) Max Uplift 1=-368(LC 12), 7=-368(LC 12) Max Grav 1=817(LC 1), 7=817(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1269/1032, 3-4=-960/814, 4-5=-960/814, 5-7=-1269/1032 BOT CHORD 1-8=-795/1160, 7-8=-770/1048 WEBS 4-8=-361/517, 5-8=-401/475, 3-8=-400/475 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 9-1-0, Exterior(2R) 9-1-0 to 15-1-0, Interior(1) 15-1-0 to 18-2-0 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) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=368, 7=368. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss G2 Truss Type Hip Girder Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657453 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:25 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-mfWorxqIGtVf3PGO8QzPDsHAgxAesUgmA7mCcszOXPu Scale = 1:35.7 1 2 3 4 5 6 7 10 9 8 12 13 14 15 2x4 ST1.5x8 STP ST1.5x8 STP 5x8 4x6 6x8 4x6 4x6 6x8 4x6 4x6 4x6 2x4 3x4 NAILED NAILED NAILED NAILED 7-0-0 7-0-0 11-2-0 4-2-0 18-1-10 6-11-10 18-2-0 0-0-6 -1-6-0 1-6-0 7-0-0 7-0-0 11-2-0 4-2-0 18-2-0 7-0-0 0-8-84-2-80-8-84-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-9,Edge], [4:0-6-0,0-2-8], [5:0-3-8,0-2-4], [7:0-4-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.95 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.16 0.08 (loc) 8-10 8-10 7 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 3-11-7, Right 2x6 SP No.2 -t 3-11-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-5-15 oc bracing. REACTIONS. (size)7=0-7-10, 2=0-7-10 Max Horz 2=202(LC 24) Max Uplift 7=-1125(LC 8), 2=-1264(LC 8) Max Grav 7=1929(LC 30), 2=2057(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3400/2071, 4-5=-2935/1908, 5-7=-3359/2056 BOT CHORD 2-10=-1670/2992, 8-10=-1683/3021, 7-8=-1658/2886 WEBS 4-10=-347/789, 5-8=-419/847 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=1125, 2=1264. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 459 lb down and 415 lb up at 7-0-0, and 459 lb down and 415 lb up at 11-2-0 on top chord, and 616 lb down and 451 lb up at 7-0-0, and 616 lb down and 451 lb up at 11-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 5-7=-70, 2-7=-20 Continued on page 2 This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss G2 Truss Type Hip Girder Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657453 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:25 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-mfWorxqIGtVf3PGO8QzPDsHAgxAesUgmA7mCcszOXPu LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-213(F) 5=-213(F) 10=-548(F) 8=-548(F) 12=-162(F) 13=-162(F) 14=-50(F) 15=-50(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss HJ1 Truss Type Diagonal Hip Girder Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657454 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:26 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-Er4A2Hrw1BdWgZrai8Uem3qSmLdPb?QvOnVm8IzOXPt Scale = 1:17.9 1 2 5 6 3 7 4 3x4 3x4 2x4 2x4 NAILED NAILED 0-0-6 0-0-6 2-5-10 2-5-5 -2-2-14 2-2-14 2-5-10 2-5-10 0-3-112-11-80-4-42-7-42-11-80-10-134.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.48 0.40 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 0.02 -0.06 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 *Except* 4-5: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=0-8-10, 3=Mechanical, 4=Mechanical Max Horz 5=94(LC 8) Max Uplift 5=-387(LC 8), 3=-59(LC 5), 4=-156(LC 14) Max Grav 5=411(LC 31), 3=55(LC 22), 4=89(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-377/288, 2-6=-341/224 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 5=387, 4=156. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 4-5=-20, 1-6=-20 Concentrated Loads (lb) Vert: 7=175(F=78, B=97) This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss HJ3 Truss Type Diagonal Hip Girder Qty 3 Ply 1 2514427-PACE Job Reference (optional) T23657455 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:27 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-i1eYGcsYoUlNIjQmGr?tIHMfMl?AKSg2dRFJhkzOXPs Scale = 1:13.7 1 2 3 4 7 5 2x4 4x6 4x6 NAILED NAILED 4-2-3 4-2-3 -2-1-7 2-1-7 4-2-3 4-2-3 0-8-82-2-41-10-02-2-44.24 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.36 0.30 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.05 -0.00 (loc) 2-5 2-5 4 l/defl >937 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-3-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-7, 5=Mechanical Max Horz 2=143(LC 8) Max Uplift 4=-85(LC 8), 2=-344(LC 8), 5=-17(LC 4) Max Grav 4=128(LC 13), 2=407(LC 28), 5=78(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=344. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 7=102(F=51, B=51) This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss HJ7 Truss Type Diagonal Hip Girder Qty 7 Ply 1 2514427-PACE Job Reference (optional) T23657456 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:28 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-AECxTysBZotEws?zqYW6rUvpn9EB3m5Cs5_tDAzOXPr Scale = 1:27.0 1 2 3 4 8 7 6 5 10 11 12 2x4 4x6 4x6 2x4 3x4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED 4-11-0 4-11-0 9-10-1 4-11-0 -2-1-7 2-1-7 4-11-0 4-11-0 9-10-1 4-11-0 0-8-84-2-43-10-04-2-44.24 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.76 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.13 -0.01 (loc) 7-8 7-8 7 l/defl >919 >870 n/a L/d 240 240 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -t 2-6-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-2 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-10-7, 7=Mechanical Max Horz 2=264(LC 8) Max Uplift 5=-122(LC 8), 2=-622(LC 8), 7=-432(LC 8) Max Grav 5=164(LC 28), 2=839(LC 28), 7=634(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1168/682 BOT CHORD 2-8=-776/1056, 7-8=-776/1056 WEBS 4-8=-378/520, 4-7=-1157/851 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) n/a 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=122, 2=622, 7=432. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 2-6=-20 Concentrated Loads (lb) Vert: 10=102(F=51, B=51) 11=-102(F=-51, B=-51) 12=-302(F=-151, B=-151) This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss K1 Truss Type Half Hip Girder Qty 1 Ply 2 2514427-PACE Job Reference (optional) T23657457 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:28 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:AoqSCfVR9OVAJac8htWRmrzt0XU-AECxTysBZotEws?zqYW6rUvgf9GJ3liCs5_tDAzOXPr Scale = 1:22.2 1 2 3 4 7 6 58 9 10 11 12 4x6 ST1.5x8 STP ST1.5x8 STP 3x8 7x10 6x8 3x4 7x10 5x8 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 4-5-0 4-5-0 7-3-10 2-10-10 10-6-0 3-2-6 4-5-0 4-5-0 7-3-10 2-10-10 9-10-12 2-7-2 10-6-0 0-7-4 0-8-82-11-06.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-13], [6:0-3-8,0-4-8], [7:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.63 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.09 0.01 0.05 (loc) 1-7 1-7 5 1-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 130 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.2 *Except* 4-5: 2x8 SP 2400F 2.0E, 2-7,3-6: 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-7-10, 1=0-7-10 Max Horz 1=154(LC 21) Max Uplift 5=-1924(LC 8), 1=-1715(LC 8) Max Grav 5=5137(LC 2), 1=5126(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5889/1915, 2-3=-5147/1743, 3-4=-4301/1459, 4-5=-3701/1285 BOT CHORD 1-7=-1697/4987, 6-7=-1459/4301 WEBS 2-7=-843/2776, 3-7=-388/1166, 3-6=-863/376, 4-6=-1815/5401 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=1924, 1=1715. 9) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 0-8-12 from the left end to 7-8-12 to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 9-8-12 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss K1 Truss Type Half Hip Girder Qty 1 Ply 2 2514427-PACE Job Reference (optional) T23657457 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:29 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:AoqSCfVR9OVAJac8htWRmrzt0XU-fQmJhItpK6?5Y0a9NG1LOiSrPZcYoCyL5lkQldzOXPq LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-4=-70, 1-5=-20 Concentrated Loads (lb) Vert: 7=-1508(F) 8=-1516(F) 9=-1507(F) 10=-1507(F) 11=-1507(F) 12=-1388(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss K2 Truss Type Half Hip Girder Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657458 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:29 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:AoqSCfVR9OVAJac8htWRmrzt0XU-fQmJhItpK6?5Y0a9NG1LOiSr6ZbAoB_L5lkQldzOXPq Scale = 1:20.4 1 2 3 4 5 7 6 9 10 11 12 13 14 2x4 ST1.5x8 STP ST1.5x8 STP 5x8 3x6 3x6 3x6 4x6 2x4 NAILED NAILED NAILED NAILED NAILED NAILED 3-0-0 3-0-0 10-6-0 7-6-0 -1-6-0 1-6-0 3-0-0 3-0-0 10-6-0 7-6-0 0-8-82-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [4:0-6-0,0-2-8], [5:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.65 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.20 0.01 0.03 (loc) 6-7 6-7 6 6-7 l/defl >999 >635 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 55 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 1-8-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-1-3 oc bracing. REACTIONS. (size)6=0-7-10, 2=0-7-10 Max Horz 2=145(LC 8) Max Uplift 6=-284(LC 5), 2=-398(LC 8) Max Grav 6=562(LC 28), 2=704(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-946/408, 5-6=-302/239 BOT CHORD 2-7=-398/800, 6-7=-392/813 WEBS 4-7=0/329, 4-6=-682/319 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=284, 2=398. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 301 lb down and 226 lb up at 3-0-0 on top chord, and 84 lb down and 51 lb up at 3-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 2-6=-20 Concentrated Loads (lb) Vert: 4=-17(B) 7=-9(B) 9=-8(B) 10=-8(B) 11=-8(B) 12=-9(B) 13=-9(B) 14=-9(B) This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss V1 Truss Type GABLE Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657459 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:31 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-bpt36_v3rjFonKjYVh4pT7XPVMRyGFYeY3DXqVzOXPo Scale = 1:27.8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 103x4 4x6 3x4 3x6 17-4-1 17-4-1 8-8-0 8-8-0 17-4-1 8-8-0 0-0-44-4-00-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.10 0.06 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-4-1. (lb) - Max Horz 1=197(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 9 except 15=-116(LC 12), 16=-107(LC 12), 17=-128(LC 12), 12=-116(LC 12), 11=-107(LC 12), 10=-128(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 14, 15, 16, 17, 12, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-101/255 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 6-8-0, Interior(1) 6-8-0 to 8-8-0, Exterior(2R) 8-8-0 to 14-8-0, Interior(1) 14-8-0 to 16-8-8 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9 except (jt=lb) 15=116, 16=107, 17=128, 12=116, 11=107, 10=128. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss V2 Truss Type Valley Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657460 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:31 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-bpt36_v3rjFonKjYVh4pT7XNIMQrGGfeY3DXqVzOXPo Scale = 1:11.2 1 2 3 2x4 2x4 2x4 3-4-8 3-4-8 0-0-41-8-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-4-0, 3=3-4-0 Max Horz 1=79(LC 12) Max Uplift 1=-33(LC 12), 3=-73(LC 12) Max Grav 1=124(LC 17), 3=138(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss V3 Truss Type Valley Qty 2 Ply 1 2514427-PACE Job Reference (optional) T23657461 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-3?RRJKvhc1NfPUIk3Ob2?K3bpmma?ivnniy4MyzOXPn Scale = 1:7.8 1 2 3 2x4 2-0-0 2-0-0 0-0-41-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-11-8, 2=1-11-8, 3=1-11-8 Max Horz 1=42(LC 12) Max Uplift 1=-17(LC 12), 2=-45(LC 12) Max Grav 1=65(LC 17), 2=59(LC 17), 3=27(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss V4 Truss Type Valley Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657462 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:33 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-XB?pWgwJNKWW0etwc66HYYchDA4Tk99x?MieuOzOXPm Scale = 1:12.4 1 2 3 2x4 2x4 2x4 3-10-0 3-10-0 0-0-41-11-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-9-8, 3=3-9-8 Max Horz 1=93(LC 12) Max Uplift 1=-39(LC 12), 3=-85(LC 12) Max Grav 1=146(LC 17), 3=162(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-154/252 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2514427-PACE Truss V5 Truss Type Valley Qty 1 Ply 1 2514427-PACE Job Reference (optional) T23657463 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Apr 21 09:45:33 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:QMGHgVGe6ryE1YuEMmJmnYyfZ4F-XB?pWgwJNKWW0etwc66HYYcloA4rk99x?MieuOzOXPm Scale = 1:7.7 1 2 3 2x4 3x6 2x4 0-0-8 0-0-8 4-0-0 3-11-8 2-0-0 2-0-0 4-0-0 2-0-0 0-0-41-0-00-0-46.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-11-0, 3=3-11-0 Max Horz 1=34(LC 11) Max Uplift 1=-56(LC 12), 3=-56(LC 12) Max Grav 1=123(LC 1), 3=123(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; 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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by ORegan, Philip, 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. April 23,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 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.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.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.6-4-8WEBSTrusses 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.dimensions shown in ft-in-sixteenths