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826 Ocean RES23-0133 Truss Book prt 1 REVISION 11-21-23_1ME Lgnber design values are in accordance with ANSI/TPI 1 section 6.3 iTehese truss designs rely on lumber values established by others. RE: 3537784 - Site Information: Customer Info: Aurora Builders Lot/Block: . Address: 826 Ocean Blvd, . City: Duval Project Name: 3537784 Model: Young Res. Subdivision: . State: Florida MiTek, Inc. 16023 Swingley Ridge Rd. Chesterfield, MO 63017 314.434.1200 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: Christioher J Sabourin, PE License #: 71461 Address: 235 9th Ave N., . City: Jacksonville Beach State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.6 Wind Code: ASCE 7-16 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 141 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T31484310 CJ01 9/5/23 23 T31484332 EJ08 9/5/23 2 T31484311 CJ02 9/5/23 24 T31484333 EJ09 9/5/23 3 T31484312 CJ03 9/5/23 25 T31484334 EJ10 9/5/23 4 T31484313 CJ04 9/5/23 26 T31484335 EJ11 9/5/23 5 T31484314 CJ05 9/5/23 27 T31484336 EJ12 9/5/23 6 T31484315 CJ06 9/5/23 28 T31484337 EJ13 9/5/23 7 T31484316 CJ08 9/5/23 29 T31484338 EJ14 9/5/23 8 T31484317 CJ09 9/5/23 30 T31484339 EJ15 9/5/23 9 T31484318 CJ10 9/5/23 31 T31484340 EJ16 9/5/23 10 T31484319 CJ11 9/5/23 32 T31484341 EJ17 9/5/23 11 T31484320 CJ12 9/5/23 33 T31484342 EJ18 9/5/23 12 T31484321 CJ13 9/5/23 34 T31484343 F01 9/5/23 13 T31484322 CJ14 9/5/23 35 T31484344 F02 9/5/23 14 T31484323 CJ15 9/5/23 36 T31484345 F03 9/5/23 15 T31484324 CJ 16 9/5/23 37 T31484346 F04 9/5/23 16 T31484325 EJ01 9/5/23 38 T31484347 F05 9/5/23 17 T31484326 EJ02 9/5/23 39 T31484348 F06 9/5/23 18 T31484327 EJ03 9/5/23 40 T31484349 F07 9/5/23 19 T31484328 EJ04 9/5/23 41 T31484350 F08 9/5/23 20 T31484329 EJ05 9/5/23 42 T31484351 F09 9/5/23 21 T31484330 EJ06 9/5/23 43 T31484352 F10 9/5/23 22 T31484331 EJ07 9/5/23 44 T31484353 F11 9/5/23 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource-Jacksonville. Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2025. 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 ANSVTPI 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 applicabillty 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. SHOP DRAWING / SUBMITTAL REVIEW SABO STRUCTURAL ENGINEERING LLC 09/15/2023 I4/a APPROVED ULGUj )�` CHRISTOPHER SABOURIN U SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITY AND GENERAL CONFORMANCE TO CONTRACT DOCUMENTS ONLY THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT JOBSITE FOR TOLERANCE CLEARANCE, QUANTITIES, FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION COORDINATION OF THEIR WORK WITH OTHER TRADES AND FULL COMPLIANCE WITH CONTRACT DOCUMENTS j%%%I 1111111, 4r 1 *+,%%%%v juS LE e131. GE 11134STATE OF •r,`1tJ1ONA` du11u6 Lee PF: No, 34869 MI T, -k tne. b6A FH"Lek 1rS'A F7: ['erl 604 16023 Swingley Ridge Itd. (%vi1er1icld..V0 0017 Dale: September 6,2023 Lee, Julius 1 of 2 M 10Te ke RE: 3537784 - Site Information: MiTek, Inc. 16023 Swingley Ridge Rd. Chesterfield, MO 63017 314.434.1200 Customer Info: Aurora Builders Project Name: 3537784 Model: Young Res. Lot/Block: . Subdivision: . Address: 826 Ocean Blvd, . City: Duval State: Florida No. Seal# Truss Name Date No. Seal# Truss Name Date 45 T31484354 F12 9/5/23 102 T31484411 T15 9/5/23 46 T31484355 F13 9/5/23 103 T31484412 T16 9/5/23 47 T31484356 F14 9/5/23 104 T31484413 T17 9/5/23 48 T31484357 F15 9/5/23 105 T31484414 T18 9/5/23 49 T31484358 F16 9/5/23 106 T31484415 T19 9/5/23 50 T31484359 F17 9/5/23 107 T31484416 T19A 9/5/23 51 T31484360 F18 9/5/23 108 T31484417 T20 9/5/23 52 T31484361 F19 9/5/23 109 T31484418 T21 9/5/23 53 T31484362 F20 9/5/23 110 T31484419 T22 9/5/23 54 T31484363 F21 9/5/23 111 T31484420 T23 9/5/23 55 T31484364 F22 9/5/23 112 T31484421 T24 9/5/23 56 731484365 F23 9/5/23 113 T31484422 T25 9/5/23 57 T31484366 F24 9/5/23 114 T31484423 T26 9/5/23 58 T31484367 F25 9/5/23 115 T31484424 T27 9/5/23 59 T31484368 F26 9/5/23 116 T31484425 T27A 9/5/23 60 T31484369 F27 9/5/23 117 T31484426 T28 9/5/23 61 T31484370 F28 9/5/23 118 T31484427 T29 9/5/23 62 T31484371 F29 9/5/23 119 T31484428 T30 9/5/23 63 T31484372 F30 9/5/23 120 T31484429 T31 9/5/23 64 T31484373 F31 9/5/23 121 T31484430 T32 9/5/23 65 T31484374 F32 9/5/23 122 T31484431 T33 9/5/23 66 T31484375 F33 9/5/23 123 T31484432 T34 9/5/23 67 T31484376 F34 9/5/23 124 T31484433 T35 9/5/23 68 T31484377 F35 9/5/23 125 T31484434 T36 9/5/23 69 T31484378 F36 9/5/23 126 T31484435 T37 9/5/23 70 T31484379 F37 9/5/23 127 T31484436 T38 9/5/23 71 T31484380 F38 9/5/23 128 T31484437 T39 9/5/23 72 T31484381 F40 9/5/23 129 T31484438 T40 9/5/23 73 T31484382 F41 9/5/23 130 T31484439 T41 9/5/23 74 T31484383 F42 9/5/23 131 T31484440 T42 9/5/23 75 T31484384 HJ01 9/5/23 132 T31484441 T43 9/5/23 76 T31484385 HJ02 9/5/23 133 T31484442 T44 9/5/23 77 T31484386 HJ03 9/5/23 134 T31484443 T45 9/5/23 78 T31484387 HJ04 9/5/23 135 T31484444 TG01 9/5/23 79 T31484388 HJ05 9/5/23 136 T31484445 TG02 9/5/23 80 T31484389 HJ06 9/5/23 137 T31484446 TG03 9/5/23 81 T31484390 HJ07 9/5/23 138 T31484447 TG04 9/5/23 82 T31484391 HJ08 9/5/23 139 T31484448 TG05 9/5/23 83 T31484392 HJ09 9/5/23 140 T31484449 TG06 9/5/23 84 T31484393 P01 9/5/23 141 T31484450 TG07 9/5/23 85 T31484394 P02 9/5/23 86 T31484395 P03 9/5/23 87 T31484396 T01 9/5/23 88 T31484397 T02 9/5/23 89 T31484398 T03 9/5/23 90 T31484399 T04 9/5/23 91 T31484400 T05 9/5/23 92 T31484401 T06 9/5/23 93 T31484402 T07 9/5/23 94 T31484403 T08 9/5/23 95 T31484404 T09 9/5/23 96 T31484405 T10 9/5/23 97 T31484406 T11 9/5/23 98 T31484407 T12 9/5/23 99 T31484408 T13 9/5/23 100 T31484409 T13A 9/5/23 101 T31484410 T14 9/5/23 2 of 2 Job Truss Truss Type 3537784 GJ01 Jack -Open Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Scale = 1:24 3 Qty y ++I Pl I,2 I 1 Jab Refer®nGe (optional) Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:28 I D: fnSVCM5OP7oAUwKI Ng2 W8cypZM K-RfC?PsB70Hg3NSgPgnL8w3ulTXbGK WrCDoi7J4zJC?f -1-0-0 1-0-0 1-0-0 1-0-0 6121 3. J 2 fl Mff_ 1 �- G, o 4 2x4 = 1-0-0 Loading (psf) Spacing 2-0-0 CSI DEFL In (loc) TCLL (root) 20.0 Plate Grip DOL 1.25 TC 013 Vert(LL) 0.00 2 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 000 2 BCLL 0.0" Rep Stress Incr YESWB 0.00 Horz(CT) 0.00 3 BCDL _ 10.0 Cade FBC2020/TPI2014 Matdx-P I LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 99 Ib uplift at joint BOT CHORD 2x4 SP No.2 2 and 10 Ib uplift at joint 3. BRACING LOAD CASE(S) Standard 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) 2=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=59 (LC 12) Max Uplift 2=-99 (LC 12), 3=-10 (LC 1) Max Grav 2=130 (LC 1), 3=18 (LC 8), 4=19 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-30/25 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1-60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. I/deFl L/d PLATES >999 240 MT20 >999 180 n/a n/a T31454310 GRIP 244/190 I Weight: 5 Ib FT = 20% Page: 1 September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with MITekttconnacto(s- This de5gn is based only upon paranrntaic shown. and is for an IndlviduhP bullding cortvenenl, not MiTek a Inlss syste M. Before use, the building designer nlml varlry the applicability of design parameters and properly. Irnparporale this design into the overall bun -1 ap design. Bracing Indicated is to prevent buckling of individual truss web and/or 010d members only- Addlllonel Imporary and permanent bracing Is alweys rsgnked rut xInbiNly and to pro want "miaow w8h possible person at Inlmy and property damage. For general guidance regarding the 10023 Swingley Ridge Rd fabrication, storage, delivery, en:dion and bracing CS Irusaasand truss syslems, see ANSIrTPl1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinsl org) Chesterfield, MO fi3017 and SCM 9utlding Component Safety Information available fromlhe SlriKrural Building Component Association (www.sbcscomponenls.com) 314Chest 200 / , IVIG US_,7 ���»rrrrrrr�� �.� •'�:G E N,S 10 a.34869 rw t Julrur T.ee PF N.. 54869 Alrfck Inc. DBA X117-04 6A k -VC rt 404 16873 tiniaglry Dal - M4ge Kil, (-iirdrtnoti. SSD 63017 September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with MITekttconnacto(s- This de5gn is based only upon paranrntaic shown. and is for an IndlviduhP bullding cortvenenl, not MiTek a Inlss syste M. Before use, the building designer nlml varlry the applicability of design parameters and properly. Irnparporale this design into the overall bun -1 ap design. Bracing Indicated is to prevent buckling of individual truss web and/or 010d members only- Addlllonel Imporary and permanent bracing Is alweys rsgnked rut xInbiNly and to pro want "miaow w8h possible person at Inlmy and property damage. For general guidance regarding the 10023 Swingley Ridge Rd fabrication, storage, delivery, en:dion and bracing CS Irusaasand truss syslems, see ANSIrTPl1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinsl org) Chesterfield, MO fi3017 and SCM 9utlding Component Safety Information available fromlhe SlriKrural Building Component Association (www.sbcscomponenls.com) 314Chest 200 / , IVIG US_,7 Job Truss 3537784 CJ02 Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, A N Truss Type Qty Ply .lack -Open 2 I T _Job Reference (opllonal) _ Run: 8.63 S Jul 28 2023 Print: 8 630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:32 I D: hl mdO6ZMNpVDyHwWKWiMPdypZJB-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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) 2=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=120 (LC 12) Max Uplift 2=-113 (LC 12), 3=-83 (LC 12) Max Grav 2=187 (LC 1), 3=56 (LC 1), 4=54 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25, 2-3=-83/49 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. Il; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E)-1-0-13 to 1-11-3, Interior (1) 1-11-3 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 Ib uplift at joint 3 and 113 Ib uplift at joint 2. LOAD CASE(S) Standard T31484311 (loc) Ildefl L/d PLATES GRIP 2-4 >999 240 MT20 244/190 2-4 >999 180 3 n/a n/a Weight: 11 Ib FT = 20% Page: 1 V►►►fl a u►►►►h 34859• �• �Ll�i 4.0 �,���,.► �p N p,G lob 1ULIU% l:rl! FE N., 34869 diirek Inc; 11HA Wrck V%A F1_['rr1 66,114 �Bn23 Swieg,le.iYidge Rd. ['herlrrArld, /101630]7 Darr. September 6,2023 I A WARNING - Verity design paramelers and READ NOTES ON THIS AND INCLUDED MITE REFERENCE PAGE Mll-7473 rev. 112/2023 BEFORE USE. Qeslgn vaNd far use only with MITek® COMOCIOrS. Thls deaig n is based only upon parameters shown, and is 1nr gn kndk4dJal building component. not MiTek' a Iruss sy510 m. Before use, the bukding daslgner must wary the applicability of design parameters. end property Incorpotet0 inks deslOn into the overall bullding design. Braoing Indicated Is to provoni bur kling Of Individual truss web andlor chord members unYy. Additional lempofary and pnrmonantbrating is ahvays requlrad for sleb011y and to pmvenl collapse wish possible personal iniory and property damage. Forgenemk guidance regarding the 16023 Swingley Ridge Rd. tabricetion, stnrago, dekvory, orectlan and breong of trussesand truss FWume, see ANSIrrPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www,lpinst org) Chesterfield, MO 63017 end 8081 Bullding Component Safety Information available from the Sbueluml Building Component Association (www sbcscomponents.com) 314.434.1200 / MiTek-US.com 12 6 I- 3=0-0 Scale = 1:22 8 3: m (psf) Spacing 0 2 DEFL in TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) El TCDL 4 2x4 = 1.25 BC LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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) 2=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=120 (LC 12) Max Uplift 2=-113 (LC 12), 3=-83 (LC 12) Max Grav 2=187 (LC 1), 3=56 (LC 1), 4=54 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25, 2-3=-83/49 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. Il; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E)-1-0-13 to 1-11-3, Interior (1) 1-11-3 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 Ib uplift at joint 3 and 113 Ib uplift at joint 2. LOAD CASE(S) Standard T31484311 (loc) Ildefl L/d PLATES GRIP 2-4 >999 240 MT20 244/190 2-4 >999 180 3 n/a n/a Weight: 11 Ib FT = 20% Page: 1 V►►►fl a u►►►►h 34859• �• �Ll�i 4.0 �,���,.► �p N p,G lob 1ULIU% l:rl! FE N., 34869 diirek Inc; 11HA Wrck V%A F1_['rr1 66,114 �Bn23 Swieg,le.iYidge Rd. ['herlrrArld, /101630]7 Darr. September 6,2023 I A WARNING - Verity design paramelers and READ NOTES ON THIS AND INCLUDED MITE REFERENCE PAGE Mll-7473 rev. 112/2023 BEFORE USE. Qeslgn vaNd far use only with MITek® COMOCIOrS. Thls deaig n is based only upon parameters shown, and is 1nr gn kndk4dJal building component. not MiTek' a Iruss sy510 m. Before use, the bukding daslgner must wary the applicability of design parameters. end property Incorpotet0 inks deslOn into the overall bullding design. Braoing Indicated Is to provoni bur kling Of Individual truss web andlor chord members unYy. Additional lempofary and pnrmonantbrating is ahvays requlrad for sleb011y and to pmvenl collapse wish possible personal iniory and property damage. Forgenemk guidance regarding the 16023 Swingley Ridge Rd. tabricetion, stnrago, dekvory, orectlan and breong of trussesand truss FWume, see ANSIrrPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www,lpinst org) Chesterfield, MO 63017 end 8081 Bullding Component Safety Information available from the Sbueluml Building Component Association (www sbcscomponents.com) 314.434.1200 / MiTek-US.com 3=0-0 Scale = 1:22 8 Loading (psf) Spacing 2-0-0 CSI DEFL in TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0,00 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 BCLL 0.0' Rep Stress Incr YES WB 0.00 HOrc(CT) 0.00 BCDL 10.0 i Code _ FBC2020rrP12014 Matrix -P LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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) 2=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=120 (LC 12) Max Uplift 2=-113 (LC 12), 3=-83 (LC 12) Max Grav 2=187 (LC 1), 3=56 (LC 1), 4=54 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25, 2-3=-83/49 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. Il; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E)-1-0-13 to 1-11-3, Interior (1) 1-11-3 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 Ib uplift at joint 3 and 113 Ib uplift at joint 2. LOAD CASE(S) Standard T31484311 (loc) Ildefl L/d PLATES GRIP 2-4 >999 240 MT20 244/190 2-4 >999 180 3 n/a n/a Weight: 11 Ib FT = 20% Page: 1 V►►►fl a u►►►►h 34859• �• �Ll�i 4.0 �,���,.► �p N p,G lob 1ULIU% l:rl! FE N., 34869 diirek Inc; 11HA Wrck V%A F1_['rr1 66,114 �Bn23 Swieg,le.iYidge Rd. ['herlrrArld, /101630]7 Darr. September 6,2023 I A WARNING - Verity design paramelers and READ NOTES ON THIS AND INCLUDED MITE REFERENCE PAGE Mll-7473 rev. 112/2023 BEFORE USE. Qeslgn vaNd far use only with MITek® COMOCIOrS. Thls deaig n is based only upon parameters shown, and is 1nr gn kndk4dJal building component. not MiTek' a Iruss sy510 m. Before use, the bukding daslgner must wary the applicability of design parameters. end property Incorpotet0 inks deslOn into the overall bullding design. Braoing Indicated Is to provoni bur kling Of Individual truss web andlor chord members unYy. Additional lempofary and pnrmonantbrating is ahvays requlrad for sleb011y and to pmvenl collapse wish possible personal iniory and property damage. Forgenemk guidance regarding the 16023 Swingley Ridge Rd. tabricetion, stnrago, dekvory, orectlan and breong of trussesand truss FWume, see ANSIrrPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www,lpinst org) Chesterfield, MO 63017 end 8081 Bullding Component Safety Information available from the Sbueluml Building Component Association (www sbcscomponents.com) 314.434.1200 / MiTek-US.com Job Truss Truss Type 3537784 _ CJ03 Jack -Open Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Qty Ply — 14 �_l .10 {oria4 #�eTtiE$t1�100- Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc, Tue Sep 05 11:18:32 ID:Pf3O5D6H_Rlwx6HIO6Wc8gypZH7-RfC7PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC9f 1-0-0_ _ _ 1-0-0 1-0-0 1-0-0 8 12 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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) 2=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=80 (LC 12) Max Uplift 2=-99 (LC 12), 3=-11 (LC 1) Max Grav 2=133 (LC 19), 3=16 (LC 8), 4=19 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-37/46 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat, II; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 Ib uplift at joint 2 and 11 Ib uplift at joint 3. LOAD CASE(S) Standard L/d PLATES 240 MT20 180 n/a T31484312 GRIP 244/190 Weight: 5 Ib FT = 20% Page: 1 ,jitirilrrrrrrrr��� �41� �O'lus 34869• 14, •� tt+ ,C p. R l`�NrA} rE lito Jrtliuw1-rte PF, }n. 34A69 %TITek Inv. bbA'R11Tek i :SA FL UM 6634. 1611 M S'Mngl ity RI, lde ltd. ('haste rRrlvi, A10 63017 Dalr: A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil -7473 rev. 11212023 BEFORE USE. aMV vPild for use Only wllh MITeW con noctors This design is based only upon peiamelers shown, Md 15 For an Individual bultdinp Eompoilanl, not a truss 5ysta m. BefOm wa, the tarpoing de'Mgrrrr must varlTy the apPllcahlllly of daslgn paramelers and praporly In curpomta this do Blgn idtn the ovorell butsding dast0n aradng,lndicalad fs.tn prevent buckling Of individual truss web anmor Chord members only- Additlonol temporary end permanent brrxi;l ng Is always regulred forstoblldy and to prAvent eWlapse with posalble personal Injury and vmpady c mmo . Fur penernl guidanoo reganilnp the }ahricatlorl- storage, dallwrry, MwAiOn and bradng of Irusses.and truss systems; sae ANSVTPIi QualityCriteria nod DSB-22 avellahq from Truss Plate Inslitute (www-Ipinst.org) aid BIC St Buliding Component Saraty Information ava0gple born the 81mcl urRl Build In COMPOnenl AssOelelwn (www 5bC5componanh; O m] September 6,2023 M iTe k' 16023 Swingley Ridge Rd, Chesterfield, MO 63017 314.434.1200 / MiTek-US.com 3 2 Z a o- 4 2x4 - 1-0-0 Scale = 1:24.8 Loading (psf)Spacing 2-0-0 CSI DEFL In (loc) I/deFl TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0,18 Vert(LL) 0.00 2 >999 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 2 >999 BCLL 0.0` Rep Stress Incr YES WB 0.00 Horz(CT) 0-00 3 n/a BCDL 100 Code FBC2020/TPI2014 Matrix -P LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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) 2=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=80 (LC 12) Max Uplift 2=-99 (LC 12), 3=-11 (LC 1) Max Grav 2=133 (LC 19), 3=16 (LC 8), 4=19 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-37/46 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat, II; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 Ib uplift at joint 2 and 11 Ib uplift at joint 3. LOAD CASE(S) Standard L/d PLATES 240 MT20 180 n/a T31484312 GRIP 244/190 Weight: 5 Ib FT = 20% Page: 1 ,jitirilrrrrrrrr��� �41� �O'lus 34869• 14, •� tt+ ,C p. R l`�NrA} rE lito Jrtliuw1-rte PF, }n. 34A69 %TITek Inv. bbA'R11Tek i :SA FL UM 6634. 1611 M S'Mngl ity RI, lde ltd. ('haste rRrlvi, A10 63017 Dalr: A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil -7473 rev. 11212023 BEFORE USE. aMV vPild for use Only wllh MITeW con noctors This design is based only upon peiamelers shown, Md 15 For an Individual bultdinp Eompoilanl, not a truss 5ysta m. BefOm wa, the tarpoing de'Mgrrrr must varlTy the apPllcahlllly of daslgn paramelers and praporly In curpomta this do Blgn idtn the ovorell butsding dast0n aradng,lndicalad fs.tn prevent buckling Of individual truss web anmor Chord members only- Additlonol temporary end permanent brrxi;l ng Is always regulred forstoblldy and to prAvent eWlapse with posalble personal Injury and vmpady c mmo . Fur penernl guidanoo reganilnp the }ahricatlorl- storage, dallwrry, MwAiOn and bradng of Irusses.and truss systems; sae ANSVTPIi QualityCriteria nod DSB-22 avellahq from Truss Plate Inslitute (www-Ipinst.org) aid BIC St Buliding Component Saraty Information ava0gple born the 81mcl urRl Build In COMPOnenl AssOelelwn (www 5bC5componanh; O m] September 6,2023 M iTe k' 16023 Swingley Ridge Rd, Chesterfield, MO 63017 314.434.1200 / MiTek-US.com Job Truss Truss Type Qty Ply 3537784 CJ04 Jack -Open _14 1 1 Job Reference .{a(m maq _ Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8 63 S Jul 28 2023 Print: 8 630 S Jul 28 2023 MiTek Industries, Inc, Tue Sep 05 11:18:32 ID:bzEYO_FAPp8MIodQXwDB49ypZGy-RFC?PsB7oHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f -1-0-0 3_-0-0 1-0-0 3-0-0 12 8 r 3 5 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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) 2=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=160 (LC 12) Max Uplift 2=-96 (LC 12), 3=-100 (LC 12) Max Grav 2=188 (LC 1), 3=77 (LC 19), 4=54 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-106/72 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cal 11; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi 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 Ib uplift at joint 3 and 96 Ib uplift at joint 2. LOAD CASE(S) Standard (loc) I/dell n M 2-4 � N O Scale = 1:23.8 2-4 M 2 r n/a Loading a Spacing I O Weight: 12 Ib in 1 200 Plate Grip DOL 1 25 [. 1 4 0.00 2x4 7.0 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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) 2=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=160 (LC 12) Max Uplift 2=-96 (LC 12), 3=-100 (LC 12) Max Grav 2=188 (LC 1), 3=77 (LC 19), 4=54 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-106/72 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cal 11; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi 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 Ib uplift at joint 3 and 96 Ib uplift at joint 2. LOAD CASE(S) Standard (loc) I/dell L/d PLATES 2-4 3-0-0 1 Scale = 1:23.8 2-4 >999 180 3 n/a Loading (psf) Spacing 2-0-0 CSIDEFL Weight: 12 Ib in TCLL (roof) 200 Plate Grip DOL 1 25 TC 0.20 Vert(LL) 0.00 TCDL 7.0 Lumber DOL 1 25BCtr[x-P 0.08 Vert(CT) -0.01 BCLL 0.0' Rep Stress Incr YES 0.00 Horz(CT) 0.00 BCDL 10.0 Code FBC2020/TP12014 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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) 2=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=160 (LC 12) Max Uplift 2=-96 (LC 12), 3=-100 (LC 12) Max Grav 2=188 (LC 1), 3=77 (LC 19), 4=54 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-106/72 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cal 11; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi 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 Ib uplift at joint 3 and 96 Ib uplift at joint 2. LOAD CASE(S) Standard (loc) I/dell L/d PLATES 2-4 >999 240 MT20 2-4 >999 180 3 n/a n/a Weight: 12 Ib T31484313 Page: 1 GRIP 244/190 FT - 7noG ,■�� .LAG E NSA:•. �i ND 34869 /1JJ rrrrrurrtti►� Jn liu. Ler PF. No, •34060 l �11'Iek fur. ]]Rrl hfrTek'!'S.1 Fl. i'.•r! 6l34 15073 Swinot Rldpe Rd: Ches(-rfl ld, 110 63017 Wile; September 6,2023 I A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1/212023 BEFORE USE. Miff m Design valid for use only with MiTek® connectors. This tlesign is based only upon parameters shown, antl Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design paramalara and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord mambars only. Additional temporary and permanent bracing ek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 16023 Swingley Ridge Rd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.lpinst.org) Chesterfield, MO 63017 and SCSI Building Component Safely Irrfurmation available from the Structural Building Component Association (www.sbcscomponen(s,com) 314.434.1200 / MiTek-US.com Job Truss 3537784 CJ05 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Scale = 1:27.5 Truss Type Qty ply Jack -Open q j 731464314 Job Reference (optlnlla() _ — J Run: 8 63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 0511:18:33 Page: 1 I D:TkT3EM IhS2enEPwBmml7E?ypZGu-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f -1-0-0 5-0-0 1-0-0 5-0-0 3 12 +� 8F r` I? 6 di v rh v 5 2 v 4 2x4 = 500 – Loading (psf) Spacing TCLL (roof) 20.0 Plate Grip DOL TCDL 7.0 Lumber DOL BCLL 0.0" Rep Stress Incr BCDL 10.0 Code LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING 2-0-0 CSI DEFL in 1.25 TC 061 Vert(LL) -0.03 1.25 BC 027 Vert(CT) -0.06 YES WB 000 Horz(CT) 0.00 FBC2020rrP12014 Matnx-P 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 189 Ib uplift at joint 3 and 106 Ib uplift at joint 2. LOAD CASE(S) Standard TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS (size) 2=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=243 (LC 12) Max Uplift 2=-108 (LC 12), 3=-189 (LC 12) Max Grav 2=255 (LC 1), 3=153 (LC 19), 4=94 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-181/103 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101 mph; TCDL=4 2psf; BCDL=3.Opsf; h=25u, Cat. 11; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-Oto 1-11-0, Interior (1) 1 -11 -Oto 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chard and any other members, 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections (loc) I/dell L/d PLATES GRIP 2-4 >999 240 MT20 244/190 2-4 >958 180 3 n/a n/a Weight: 16 Ib FT = 20% ►►►{1111111 fill LFE4,fOl �`ti►►►�vLIUS ,�� .•�CyENS� r�i r 34669 -O- � � • 14f 00 i/ONA1�.�r 0 % . �'II1i11111f►►► .to IN 41.lt 1TITck fnr. PE 1n.34809 11Tf,1 411'1 ek i'ti;l Fr_ l.Cr1 60!4 I00„S tiwFnf;leg Hidy!e nit C'beslergrb3, \fit 0.l017 nafa: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/212023 BEFORE USE. Design valid for use only with MiTeMmnneMm. Thls.daslgn is based only upon parameters shown, and Is for on individual bultdlhg component, not MiTek" a Inras syslem. Before use, the building design or must verify the apprim bility of design parameters and property incorporate this desyn into Ilia overall bllifdfng desgq Bradrig indicated Islo prevent buckling of Individual truss web and/or chord members only Addltlonal temporary and permanent bracing is aAvnys required far stabillly and to ".0ril collapse with possible personal in;ury and ruopegy damage For general guidance regarding the 16023 Swingley Ridge Rd, laaricalion, slumVe, debvary, orecllon and braclag of ffusses end truss systems, sod AN57TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (wwwJptnsLorg) Chesterfield, MG 63017 and 9CS1 ButidIng Comportant Safety informallun Available from the Slruelurw Building Component Association (www sbcscomponents.com) 314 434,1200 1 MiTek-US com Job Truss 13537784 �CJ06 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Scale = 1:19 8 Truss Type Qty Ply Jack Open 'J T — Job Refewole optional) _ Run: 8.63 S Jul 26 2023 Print: 8,630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 0511:18:34 I D:f7Ae6weFsfApbj3ZPeoiNvypZGS-RfC7PSB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC9f 1-0-0 12 8f 2x4= 1-0-0 Loading (pso Spacing — t � n o V'Y o r` Plate Grip DOL 1.25 v 0,03 Vert(LL) 01- k TCDL 7.0 Lumber DOL g� BC 2x4= 1-0-0 Loading (pso Spacing 2-0-0 CSI 34869 DEFL in (loc) TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0,03 Vert(LL) 0.00 1 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0,00 1 BCLL 0.0` Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 BCDL 10.0 Code FBC2020/TPI2014 Matnx-P LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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) 1=0-5-8, 2= Mechanical, 3= Mechanical Max Horiz 1=44 (LC 12) Max Uplift 1=-6 (LC 12), 2=-42 (LC 12) Max Grav 1=35 (LC 1), 2=33 (LC 19), 3=19 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-51/27 BOT CHORD 1-3=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101 mph; TCDL=42psf; BCDL=3.Opsf; h=25ft; Cat. Il; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 Ib uplift at joint 1 and 42 Ib uplift at joint 2. LOAD CASE(S) Standard I/deft Ltd PLATES >999 240 MT20 >999 180 n/a n/a T31484315 GRIP 244/190 Weight: 4 Ib FT = 20% Page: 1 September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 112/2023 BEFORE USE. Onign vadd ler use only with MlTeft® cenneciam TTS design Is based only upon pare meam sWwn, and is (of an Irtdrvldual building wmponerd, not MiTek"' e mise System. Before ase, the building designer mus[ verity the applictibtilly of design pa ramalers and gropgrly Inu"ora[a this Aa sign Ina. the oven30 building design Bracing Indicated 0; to prevonl tmvAling of eidlvldual IrdSS wah and/or rtrprd members only. AddiltonAI Iemparary end permaftonl hnicInl) Is akvays Mfluhed fur slabllrly and 10 pravo nt collapse with posslbla personal inprry and Propedy damage. Far Oe nerm niilda nue regarding Iho 16023 Swingley Ridge Rd fabrics tion, storage, ciMi"ry_ erection and braGng of Ifusses arul buss syslerns: see AQ, 11 Quality Crilerla and DSB-22 avallable from Truss Plale Institute (www tpinsl org) Chesterfield, MO 63017 and SCSI Building Component Safety Information available from Iho Slfu4l Ural BuiWinO Component Assoelal+on [www.sbcscompononls.odm] 314.434 1200 / MiTek-US com — — ���t<Illrrrrrr ��.►'a0-10S 00 34869 J 40elf�i A; /ON AL Arrrrlllll�►��� J,utA. LfYr�:.*In, 3ax6a'� ]11irk inc.11$r� �111ak l"S,7 1� I. Cert 6635 160.3 NA IvAlep n.4f: Ridptc Rd: Ch-iferi0it, d10 63017 September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 112/2023 BEFORE USE. Onign vadd ler use only with MlTeft® cenneciam TTS design Is based only upon pare meam sWwn, and is (of an Irtdrvldual building wmponerd, not MiTek"' e mise System. Before ase, the building designer mus[ verity the applictibtilly of design pa ramalers and gropgrly Inu"ora[a this Aa sign Ina. the oven30 building design Bracing Indicated 0; to prevonl tmvAling of eidlvldual IrdSS wah and/or rtrprd members only. AddiltonAI Iemparary end permaftonl hnicInl) Is akvays Mfluhed fur slabllrly and 10 pravo nt collapse with posslbla personal inprry and Propedy damage. Far Oe nerm niilda nue regarding Iho 16023 Swingley Ridge Rd fabrics tion, storage, ciMi"ry_ erection and braGng of Ifusses arul buss syslerns: see AQ, 11 Quality Crilerla and DSB-22 avallable from Truss Plale Institute (www tpinsl org) Chesterfield, MO 63017 and SCSI Building Component Safety Information available from Iho Slfu4l Ural BuiWinO Component Assoelal+on [www.sbcscompononls.odm] 314.434 1200 / MiTek-US com — — Job Truss Truss Type 35377134 CJ08 Jack -Open Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Qty i Ply — 2 1 _ Job Refalgnce {optlana...j'._ Run: 8,63 S Jul 26 2023 Print: 8 630 S Jul 28 2023 Welk Industries, Inc, Tue Sep 0511:18:34 ID:7Z_5hDQ4avzAXurskLIA71ypZ3q-RfC7PsB7OHg3NSgPgnL8w3ulTXbGKWrCOoi7J4zJC7f -1-0-0 i 1-11-012-0-0 1-0-0 1-1-0 FO -11 -OI 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 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 4= Mechanical, 5= Mechanical, 6=0-3-8 Max Horiz 6=121 (LC 12) Max Uplift 4=-41 (LC 1), 5=-79 (LC 1), 6=-188 (LC 12) Max Grav 4=16 (LC 8), 5=47 (LC 12), 6=325 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-133/65, 3-4=-50/38 BOT CHORD 2-6=-93/226, 5-6=0/0 WEBS 3-6=-144/288 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4 2psf; BCDL=3.Opsf; h=251L; Cat ll; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 Ib uplift at joint 5, 188 Ib uplift at joint 6 and 41 Ib uplift at joint 4, LOAD CASE(S) Standard L/d PLATES 240 MT20 180 n/a 731484316 GRIP 244/190 Weiyilt: 9 Ib FT = 20% Page: 1 0"JA111111111 ifill 30US Lt,- ■�1 ••1�•�NS• fir. i ••� �•• i 34959 r idT. 11Ji Julius r."Pk.INe,134867 MiTek hlc, IMA IMITekTS,► 111-Ceri 4634 ]fdi.,f liwiagley Rid gr lid, Cho Il rxeld„1nt r,aa 17 Da1c: September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 1/212023 BEFORE USE. Design valkr for use only with MIT&O cndnec OM This deslgn is based only upon pai'ameiM sliawn, and is fw an lhdivideal bolkiing component, not Mffek� a Iruss syslom. Before use, the building designer must verlfy the applicability of design paramelers Rnd properly incorporate thisdesign info the overall bullding design. Bracing Indicated :s to pfewnt buclIbig of individual truss web andlor ahold rrlOmbem nnly Addrllonal temporary Rnu purmauenl bracing Is nWAY5 required fnf slabllily and In prevent cutlapse with possible penannl Ininry and pmperly damage. For 0eneml guidance raga Ming the 16023 Swingley Ridge Rd fabdcellon, storage, deilvery, erecucrli and orating of Irueses and Imss syshams, sue ANSIrfPt1 Quality Criteria and DSB-22 avallaWd from Truss Plate Institute (www.lpinst org) Chesterfield, MO 63017 and SCSI Building Compeneni Sarety Ird mmatlon evadable from the Slruclural Bulk! Ing Component Association (www sbcscomponents com) 314 434 1200 1 MITek-US.com 812 2x4 n 4 I ) 3 r cn It n r 2 IIII I` co 2x4 = 2X4 a 1-1-0 0-11-4 2-0.0 0-11-4 0- i 1-0 0-1-12 Scale = 1:36 3 Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) I/deft TCLL (roof) 200 Plate Grip DOL 1,25 TC 018 Vert(LL) 0.00 5-6 >999 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) 0.00 5-6 >999 BCLL 0.0' Rep Stress Incr YES WB 009 Horz(CT) 0,01 4 n/a BCDL 100 Code FBC2020/TPI2014 Matrix -P 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 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 4= Mechanical, 5= Mechanical, 6=0-3-8 Max Horiz 6=121 (LC 12) Max Uplift 4=-41 (LC 1), 5=-79 (LC 1), 6=-188 (LC 12) Max Grav 4=16 (LC 8), 5=47 (LC 12), 6=325 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-133/65, 3-4=-50/38 BOT CHORD 2-6=-93/226, 5-6=0/0 WEBS 3-6=-144/288 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4 2psf; BCDL=3.Opsf; h=251L; Cat ll; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 Ib uplift at joint 5, 188 Ib uplift at joint 6 and 41 Ib uplift at joint 4, LOAD CASE(S) Standard L/d PLATES 240 MT20 180 n/a 731484316 GRIP 244/190 Weiyilt: 9 Ib FT = 20% Page: 1 0"JA111111111 ifill 30US Lt,- ■�1 ••1�•�NS• fir. i ••� �•• i 34959 r idT. 11Ji Julius r."Pk.INe,134867 MiTek hlc, IMA IMITekTS,► 111-Ceri 4634 ]fdi.,f liwiagley Rid gr lid, Cho Il rxeld„1nt r,aa 17 Da1c: September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 1/212023 BEFORE USE. Design valkr for use only with MIT&O cndnec OM This deslgn is based only upon pai'ameiM sliawn, and is fw an lhdivideal bolkiing component, not Mffek� a Iruss syslom. Before use, the building designer must verlfy the applicability of design paramelers Rnd properly incorporate thisdesign info the overall bullding design. Bracing Indicated :s to pfewnt buclIbig of individual truss web andlor ahold rrlOmbem nnly Addrllonal temporary Rnu purmauenl bracing Is nWAY5 required fnf slabllily and In prevent cutlapse with possible penannl Ininry and pmperly damage. For 0eneml guidance raga Ming the 16023 Swingley Ridge Rd fabdcellon, storage, deilvery, erecucrli and orating of Irueses and Imss syshams, sue ANSIrfPt1 Quality Criteria and DSB-22 avallaWd from Truss Plate Institute (www.lpinst org) Chesterfield, MO 63017 and SCSI Building Compeneni Sarety Ird mmatlon evadable from the Slruclural Bulk! Ing Component Association (www sbcscomponents com) 314 434 1200 1 MITek-US.com Job TrussTruss Type 3537784 1CJ09 Jack -Open Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Scale = 1:34.1 Loading (ps p ting TCLL (roof) 20.0 Plate Grip DOL TCDL 7.0 Lumber DOL BCLL 0.0' Rep Stress Incr BCDL 10.0 I Code LUMBER TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 t_ -L 0 Qty ply — 2 _ 1 , Jab Reference (optional) Run: 8.63 S Jul 28 2023 Print: 8 630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:34 I D: bXMpCpoWHRtmlfip3LLRtgypZ3L-RFC?PsB70Hg3NSgPgnL8w3ulTXbGK WrCD0i7J4ZJC7f �10--1-0 -0+1-1-0 2-11-0 2!f 7 1 fi 9 6 2x4 = 2x4 n 1-1-0 0 11-4 4-0-0 0-1111– 2-11-0 0-1-12 2-0-0 CSI DEFL 1.25 TC 019 Vert(LL) 125 BC 022 Vert(CT) YES WB 008 Horz(CT) FBC2020/TP12014 Matrix -P WEBS 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) 4= Mechanical, 5= Mechanical, 6=0-3-8 Max Horiz 6=202 (LC 12) Max Uplift 4=-103 (LC 12),5=-39 (LC 9), 6=-132 (LC 12) Max Grav 4=72 (LC 19), 5=43 (LC 3), 6=293 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-253/134, 3-4=-102/59 BOT CHORD 2-6=-138/298, 5-6=0/0 WEBS 3-6=-198/260 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101 mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 3-11-4 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 Ib uplift at joint 4, 39 Ib uplift at joint 5 and 132 Ib uplift at joint 6, LOAD CASE(S) Standard in (loc) I/deft L/d PLATES 0.01 5-6 >999 240 MT20 0,01 5-6 >999 180 0.02 4 n/a n/a Weight: 16 Ib T31484317 GRIP 244/190 FT = 20% vage:i fi .•,CEIVS'' fr. 34869 4 •.mfr O P*� hillui I.M J1 E. N- 3486-) 1 MJTek lgc.l*A'lrfak l'S1 Fl_S'erl dGJi 16023 S+slag_1_r_y_ Rid Re Rd. C'lcrrefd"%rD 0017 Date: September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 112/2023 BEFORE USE. Design valid lop use only with MiTekV cannectars This design is based only upon para metarsshown, and Is for an Individual bplkling OWponenl, not MiTek" a Truss system. Before use, the building designer must verify the Bppllcabilily of design paramalarm and properly moorporata this design into the overall Wading deSlgn Bracrngiodicated is to pruvent buckling of lodividual truss web ardobr chord mambam erny. Additional tempumry and permanent bracing is always rotluhed forstablllly and to prevent collapse with passible personal rnlury and property damage. Forgenerat guidance regarding the 16023 Swingley Ridge Rd fabrication, storage, dellwFy. arecllon and bmdng of Irusses.aod truss systems, see ANSIfTPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www. tpinsl org) Chesterfield, MO 63017 and 8CS1 Building Component Safety Information avalioble from the 6truclurel Building Component Association (www sbcscomponents.com) 314,434,1200 / MiTek-US com Jeb Truss Truss Type My Ply 3537784 CJ10 Jack -Open 2 1 T31484318 _ Job Reference(o'tionalZ _ Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8,63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc, Tue Sep 05 11:18:35 Page: 1 I D:M LNGSM5CO61 DFU7dO51JO5ypZ2y-R IC?PsB7OHg3NSgPgnLBw3ulTXbGKWrCDoi7J4zJC?f 0 1-0-0 1-1-0 4-11-0 4 i� T 812 2x4 u r 7 v 3 2 5 2x4 6 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 4= Mechanical, 5= Mechanical, 6=0-3-8 Max Horiz 6=285 (LC 12) Max Uplift 4=-179 (LC 12),5=-69 (LC 9), 6=-138 (LC 12) Max Grav 4=139 (LC 19), 5=85 (LC 3), 6=347 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-349/221, 3-4=-173/87 BOT CHORD 2-6=-181/377,5-6=0/0 WEBS 3-6=-320/316 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101 mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 5-11-4 zone; cantilever left exposed ; porch 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 chard live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 179 Ib uplift at joint 4, 69 Ib uplift at joint 5 and 136 Ib uplift at joint 6. LOAD CASE(S) Standard }`}}1111t111j • GENS' Fie N 3 }869. ONM- Julio, Let- rr'. 069 PTITck Enc. DBA M1Teh I rSA ll. UeM 60.1 16023 &xinglev Ridge Rd- (Aie sir rued, N14 1 63111 Elute: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. MiTek' 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 deslgnnr 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 a always roqulrad for sleGIHy mud ro prevent collnpse vMh possible personal injury and property damage For ganeml gurdmnoll ratlarding the 10023 Swingley Ridge Rd fabrlceNun, 5lem0e, depvary, erection and biar ng ❑f lrusses and truss systems; sea ANSIfTPl1 Quality Crlleria and OSB42 available from Truss Plate Institute (www.IpinsLorg) Chesterfield, MO 63017 and H= Building Component Sarety Informatlon evallmhre from the SUucbual Building Component Assoclalloo ("w.sbcscomponents.com) 314 434 1200 /MiTek-US,com 2x4 it 1-1-0 600 0-11-4 4-11-0 Scale = 1:39 0-1-12 Loading (psf) Spacing 2-0-0 CSI DEFL In (loc) Ildefl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.14 5-6 >409 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0,67 Vert(CT) 0.14 5-6 >431 180 BCLL 0.0 Rep Stress Incr YES WE 0.09 Horz(CT) -0.08 4 n/a n/a BCDL 100 Code _ FBC2020/TPI2014 Matrix -P Weight: 23 lb FT= 20% 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 4= Mechanical, 5= Mechanical, 6=0-3-8 Max Horiz 6=285 (LC 12) Max Uplift 4=-179 (LC 12),5=-69 (LC 9), 6=-138 (LC 12) Max Grav 4=139 (LC 19), 5=85 (LC 3), 6=347 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-349/221, 3-4=-173/87 BOT CHORD 2-6=-181/377,5-6=0/0 WEBS 3-6=-320/316 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101 mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 5-11-4 zone; cantilever left exposed ; porch 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 chard live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 179 Ib uplift at joint 4, 69 Ib uplift at joint 5 and 136 Ib uplift at joint 6. LOAD CASE(S) Standard }`}}1111t111j • GENS' Fie N 3 }869. ONM- Julio, Let- rr'. 069 PTITck Enc. DBA M1Teh I rSA ll. UeM 60.1 16023 &xinglev Ridge Rd- (Aie sir rued, N14 1 63111 Elute: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. MiTek' 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 deslgnnr 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 a always roqulrad for sleGIHy mud ro prevent collnpse vMh possible personal injury and property damage For ganeml gurdmnoll ratlarding the 10023 Swingley Ridge Rd fabrlceNun, 5lem0e, depvary, erection and biar ng ❑f lrusses and truss systems; sea ANSIfTPl1 Quality Crlleria and OSB42 available from Truss Plate Institute (www.IpinsLorg) Chesterfield, MO 63017 and H= Building Component Sarety Informatlon evallmhre from the SUucbual Building Component Assoclalloo ("w.sbcscomponents.com) 314 434 1200 /MiTek-US,com Job Truss Truss Type 13537784_ Cil 1 Jack -Open Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, .Dly Ply _ 1 L I Job Reference (opliri"). Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:35 I D:8VOsXz000vucROXmTCG6slypZ1 E-RfC?PsB7OHg3NSgPgnL8w3ulTXbGK WrC Doi7J4zJC?f 1.0-0 1.0.0 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 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, 4= Mechanical, 5=0-3-8 Max Horiz 5=82 (LC 12) Max Uplift 3=-28 (LC 12), 4=-209 (LC 1), 5=-191 (LC 12) Max Grav 3=14 (LC 8), 4=124 (LC 12), 5=345 (LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19, 2-3=-42/58 BOT CHORD 2-5=-71/165,4-5=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101 mph; TCDL=4.2psf; BCDL=3.Opsf; h=251t; Cat. 11; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) Bearings are assumed to be: Joint 3 SP No.2 crushing capacity of 565 psi, Joint 5 SP No.2 crushing capacity of 565 psi, Joint 4 SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 209 Ib uplift at joint 4, 28 Ib uplift at joint 3 and 191 Ib uplift at joint 5. LOAD CASE(S) Standard (lac) I/defl L/d PLATES 5>999 240 MT20 5 >999 180 3 n/a n/a 731484319 Page: 1 GRIP 244/190 Weight: 6 Ib FT = 20% �ti�ti I rrrral� ` 0U S r •+++ ' •� G S i No .34869 �R k D,.N.+` 0 N Ay .falirt( i.rr E'k: \0, }4859. Mffek Inc, DTIA ' f(T.k USA Fl. (:art 0634 160:3 Swiupjey RI df;c Fkd. ('he%tLwfirW. A11 G 3g I7 11nte: September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 11212023 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not MiTeV a truss system. Before use, the building daslgner must verify the applicability of design parameters and properly Incorporale this design into the overall building design. Bracing indicated is to pravant buckling of individual truss web andlor chord members only. Addlflorial temporary and permanent bracing s always mqulmd for s1a5d0y and to prevent collapse vA1h Amble personal injury and property damage. Foroeneral guidance regafding the 16023 Swingley Ridge Rd tabrlcaiion, stArege, de5very, eraclicn and hrecing of trusses.and Truss sy;terns, See ANSIrrPII Quality Criteria and DSB_22 available from Truss Plate Institute (wwwJpinst-org) Chesterfield, MO 63017 and BCat Building Cempbnant Safely irdormatior, available from tha tlbuclural Building Component Association (www sbcscomponents com) 314.434 1200 1 MiTek-US.com 12 8r 3 }}� l�f M W k � �4 5. 9xA = 1-0-0 0-5-12 0-5-12 0-6-4 Scale = 1:31.9 Loading (psf) Spacing 2-0-0 CSI DEFL in TCLL (roof) 200 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 TCDL 70 Lumber DOL 1 25 BC 014 Vert(CT) 0.00 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 BCDL 100 Code FBC2020/rP12014 Matrix -P LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 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, 4= Mechanical, 5=0-3-8 Max Horiz 5=82 (LC 12) Max Uplift 3=-28 (LC 12), 4=-209 (LC 1), 5=-191 (LC 12) Max Grav 3=14 (LC 8), 4=124 (LC 12), 5=345 (LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19, 2-3=-42/58 BOT CHORD 2-5=-71/165,4-5=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101 mph; TCDL=4.2psf; BCDL=3.Opsf; h=251t; Cat. 11; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) Bearings are assumed to be: Joint 3 SP No.2 crushing capacity of 565 psi, Joint 5 SP No.2 crushing capacity of 565 psi, Joint 4 SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 209 Ib uplift at joint 4, 28 Ib uplift at joint 3 and 191 Ib uplift at joint 5. LOAD CASE(S) Standard (lac) I/defl L/d PLATES 5>999 240 MT20 5 >999 180 3 n/a n/a 731484319 Page: 1 GRIP 244/190 Weight: 6 Ib FT = 20% �ti�ti I rrrral� ` 0U S r •+++ ' •� G S i No .34869 �R k D,.N.+` 0 N Ay .falirt( i.rr E'k: \0, }4859. Mffek Inc, DTIA ' f(T.k USA Fl. (:art 0634 160:3 Swiupjey RI df;c Fkd. ('he%tLwfirW. A11 G 3g I7 11nte: September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 11212023 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not MiTeV a truss system. Before use, the building daslgner must verify the applicability of design parameters and properly Incorporale this design into the overall building design. Bracing indicated is to pravant buckling of individual truss web andlor chord members only. Addlflorial temporary and permanent bracing s always mqulmd for s1a5d0y and to prevent collapse vA1h Amble personal injury and property damage. Foroeneral guidance regafding the 16023 Swingley Ridge Rd tabrlcaiion, stArege, de5very, eraclicn and hrecing of trusses.and Truss sy;terns, See ANSIrrPII Quality Criteria and DSB_22 available from Truss Plate Institute (wwwJpinst-org) Chesterfield, MO 63017 and BCat Building Cempbnant Safely irdormatior, available from tha tlbuclural Building Component Association (www sbcscomponents com) 314.434 1200 1 MiTek-US.com IJob Truss 3537784 CJ12 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Scale = 1:30.7 Plate Offsets (X, Y): [2:0-2-4,0-2-3] Loading (psf) Spacing TCLL (roof) 20.0 Plate Grip DOL TCDL 7.0 Lumber DOL BCLL 0.0' Rep Stress Incr BCDL 10.0 Code LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -- 1-6-0 BRACING Truss Type Qty III I Jack-Open I Job Reference (optlonal) Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:18:36 ID:Cl3IWAewxeUORmA_KC3YvOypZ?g-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCOoi7J4zJC?f 1 1-0.0 1 3-0-0 00 --30-0 12 8F 4x4 0 4 S — 11 �� 2 3• L 12 5 3x8 n 0-5-12 3-0-0 2-6-4 []-v-12 2-0-0 CSIDEFL 1,25 TC 0.16 Vert(LL) 1.25 BC 0,14 Vert(CT) YES WB 0.00 Horz(CT) - FBC2020/TPI2014 Matrk-MP 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 Ib uplift at joint TOP CHORD Structural wood sheathing directly applied or 4, 86 Ib uplift at joint 2 and 34 Ib uplift at joint 5. 3-0-0 oc purlins. LOAD CASE(S) Standard BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=0-3-8, 4= Mechanical, 5= Mechanical Max Horiz 2=160 (LC 12) Max Uplift 2=-86 (LC 12), 4=-93 (LC 12), 5=-34 (LC 9) Max Grav 2=226 (LC 1), 4=59 (LC 19), 5=38 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-4=-253/176 BOT CHORD 2-5=-115/260 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1 -11 -Oto 2-11-4 zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. in (loc) War L/d PLATES 0.01 5-10 >999 240 MT20 0.01 6 >999 180 0-01 4 n/a n/a — Weight: 151b T31484320 GRIP 244/190 FT = 20% Page: 1 3,1-10 S by OENS. '.. 34869- �. J Z "Its 1111111111111111000N J uliu{'f ." PF -.Ne. `34869 AllTek IwAII sA MITek V%A F•1 -Cert 6634 16023 Sninpley Ridge Rd; Ch -I rrnrrrl.A 11153017 Dow; September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 11212023 BEFORE USE. Deistn valld for use only will MiTek*conrimcra. Tris design Is based only upon porammars shown, and Is for an Individual uulkJlrq compimenl, nv! MiTek' 8 Imss system. Before use, the building dvsigner muss verify the applicability of design paramelem and property Incorporale thls design into the ovarnll xnlding deslgn. Bracing mdlcaled Is to prevent buckllno of In dlvidual truss web andW chord me mUers ell ly. Adalllvnei lempornfy arnt patmananl bwing Is always required for slablllty and to pravanf collapse wllh possible personal Injury and pfaporty damage. For general guldanca regarding the 16023 Swingley Ridge Rd lebrIcalim. somge, delivery, crecllon and lvaclrly or trusses and truss systems, see ANNSIfrPH Qilarlly Crliaria and DSB-22 avaedble from Truss Plate Institute (www tpinsl.org) Chesterfield. MO 63017 rod BCSI Bulltliny Comf�nenl Safely Infprmaston available from the Slfucorar Bulliling Component Amociallon (www.sbcscomponaMs.com) 314 434.1200 / MiTek-US corn Job Truss Truss Type 3537784 1J13 Jack -Open Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, �I 41 1 Oty Ply Jab Reference (optional). Run: 8,63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:36 ID:ZFwPiV601dPudlf'r6uGi_cypZ?3-RFC?Ps B70Hg3NSgPgnL8w3u1TXbGKWrCDo17J4zJC?f 5-0-0 812 �l 44 31 3 � 2 ' 12 — — 5 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -- 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins - BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=0-3-8, 4= Mechanical, 5= Mechanical Max Horiz 2=243 (LC 12) Max Uplift 2=-111 (LC 9), 4=-166 (LC 12), 5=-64 (LC 9) Max Grav 2=283 (LC 1), 4=125 (LC 19), 5=78 (LC 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-4=-374/368 BOT CHORD 2-5=-160/342 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 4-11-4 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 1 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 Ib uplift at joint 4, 111 It uplift at joint 2 and 64 Ib uplift at joint 5. LOAD CASE(S) Standard (loc) I/defl L/d PLATES 5-10 >579 240 MT20 5-10 >611 180 4 n/a n/a T31484321 GRIP 244/190 Weight: 22 It FT = 20% page: 1 "4116 00 OR k VONAL Jultui I've rr: No. 34869. MiTek Inc. MIA. Mi 11-11 0;A k1 C:rrl 6634 t 6023 +iwingtry Hl dxc Rd. (-h-te fMd, A11) 6.;117 i)ntc: .. . September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not MiTeky a truss system. Before use, the building designer must verify the applicability ofdesign parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage For general guldance regarding the 16023 Swingley Ridge Rd labdcallon, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Lluality Criteria and DSB-22 available from Truss Plate Institute (www.tpinsLorg) Chesterfield, MO 63017 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponenls.com) 314.434,1200 / MiTek-US.com 3x8 it 0-5-12 __ 5-0-0 0-5-12 4-6-4 Scale = 1:33 Plate Offsets (X, Y): (2:0-2-8,0-1-15] Loading (psf) Spacing 2-0-0 CSI DEFL in TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.10 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.10 BCLL 0.0" Rep Stress Incr YES WB 0.00 Horz(CT) -0.08 BCDL 10.0 Code FBC202071312014 Matrix -MP LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -- 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins - BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=0-3-8, 4= Mechanical, 5= Mechanical Max Horiz 2=243 (LC 12) Max Uplift 2=-111 (LC 9), 4=-166 (LC 12), 5=-64 (LC 9) Max Grav 2=283 (LC 1), 4=125 (LC 19), 5=78 (LC 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-4=-374/368 BOT CHORD 2-5=-160/342 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 4-11-4 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 1 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 Ib uplift at joint 4, 111 It uplift at joint 2 and 64 Ib uplift at joint 5. LOAD CASE(S) Standard (loc) I/defl L/d PLATES 5-10 >579 240 MT20 5-10 >611 180 4 n/a n/a T31484321 GRIP 244/190 Weight: 22 It FT = 20% page: 1 "4116 00 OR k VONAL Jultui I've rr: No. 34869. MiTek Inc. MIA. Mi 11-11 0;A k1 C:rrl 6634 t 6023 +iwingtry Hl dxc Rd. (-h-te fMd, A11) 6.;117 i)ntc: .. . September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not MiTeky a truss system. Before use, the building designer must verify the applicability ofdesign parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage For general guldance regarding the 16023 Swingley Ridge Rd labdcallon, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Lluality Criteria and DSB-22 available from Truss Plate Institute (www.tpinsLorg) Chesterfield, MO 63017 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponenls.com) 314.434,1200 / MiTek-US.com Job Truss Truss Type Citypl I Y 3537784 CJ14 Jack -Open 1 T 731484322 _ Job Reference [optional] Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 6.63 S Jul 28 2023 Print: 6 630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:18:37 Page: 1 ID:wUFjK1 NBZNAmG8LiOWfstFypZJ-RfC7PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f 0-5-1 Z 1-6-4 -5-12 1-6-4 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 BRACING TOP CHORD Structural woad sheathing directly applied or 1-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=83 (LC 12) Max Uplift 2=43 (LC 12), 3=-58 (LC 12), 4=-17 (LC 8) Max Grav 2=93 (LC 1), 3=45 (LC 19), 4=30 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-64/42 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=251t; Cat. 11; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 Ib uplift at joint 2, 17 Ib uplift at joint 4 and 58 Ib uplift at joint 3. LOAD CASE(S) Standard ice•`, ••�,� �5��, ,,�► No 34869 ■0 •:C p R rs I0 N A` 11N��tw ,fullu,1.0 PF.Nr.. •34867 1. �1i'rek lrre. 11B,1 �11zrk'l'ti;1 lrl. C'erl 6634 16r123 5trlaglryHldge Rd, C hvNIv01rld-1tr1611117 nate- September 6,2023 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with MiTek® conneclom This design Is based only upon parameters shown, and is for an individual building component, not Mffek� 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 properly damage. Forgeneret guidance regarding the 16023 Swingley Ridge Rd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Crilerla end DSB-22 available from Truss Plate Institute (www.IpinsLorg) ChesleKeld, MO 63017 and BCSI Building Component Safely Information available from the Structural Building Component Association (www sbcscomponenls.com) 314.434-12001 MITek-US.com 12 8 F- 3 N v 2 ;r} o f 4 2x4 = 1-6-4 Scale = 1:24.5 Loading (psf) Spacing 2-0-0 CSI DEFL In (loc) Ildefl Lld PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 005 Vert(LL) 0.00 2-4 >999 240 MT20 244/190 TCDL 70 Lumber DOL 1,25 BC 006 Vert(CT) 0.00 2-4 >999 180 BCLL 00* Rep Stress Incr YES WB 0.00 Horz(CT) 000 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -P Weight: 6lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 BRACING TOP CHORD Structural woad sheathing directly applied or 1-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=83 (LC 12) Max Uplift 2=43 (LC 12), 3=-58 (LC 12), 4=-17 (LC 8) Max Grav 2=93 (LC 1), 3=45 (LC 19), 4=30 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-64/42 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=251t; Cat. 11; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 Ib uplift at joint 2, 17 Ib uplift at joint 4 and 58 Ib uplift at joint 3. LOAD CASE(S) Standard ice•`, ••�,� �5��, ,,�► No 34869 ■0 •:C p R rs I0 N A` 11N��tw ,fullu,1.0 PF.Nr.. •34867 1. �1i'rek lrre. 11B,1 �11zrk'l'ti;1 lrl. C'erl 6634 16r123 5trlaglryHldge Rd, C hvNIv01rld-1tr1611117 nate- September 6,2023 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with MiTek® conneclom This design Is based only upon parameters shown, and is for an individual building component, not Mffek� 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 properly damage. Forgeneret guidance regarding the 16023 Swingley Ridge Rd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Crilerla end DSB-22 available from Truss Plate Institute (www.IpinsLorg) ChesleKeld, MO 63017 and BCSI Building Component Safely Information available from the Structural Building Component Association (www sbcscomponenls.com) 314.434-12001 MITek-US.com Job Truss Truss Type 3537'ii4 CJ15 I Jack -Open Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Scale = 1:246 Loading (psf) Spacing TCLL (roof) 200 Plate Grip DOL TCDL 7.0 Lumber DOL BCLL 00* Rep Stress Incr BCDL 10.0 Code LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING Qty Ply —l– – 1 1 _ Job F{efa(o tp venal) Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc- Tue Sep 05 11:18:37 ID:SZDmhVZEoIBVAbZnKtxcXdypZ_T-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 5-1 3-6-4 -5-1 – 3-6-4 12 3 8 r� 5 2 /Y 6 4 2x4 = 3-6-4 2-0-0 CSI DEFL in 1,25 TC 0.31 Vert(LL) 0.03 1.25BC 029 Vert(CT) 003 YES WB 0.00 Horz(CT) 0.00 FBC2020/TP12014 Matrlx-P 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 Ib uplift at joint 3, 67 Ib uplift at joint 2 and 39 Ib uplift at joint 4. LOAD CASE(S) Standard TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=164 (LC 12) Max Uplift 2=-67 (LC 9), 3=-139 (LC 12), 4=-39 (LC 8) Max Grav 2=165 (LC 1), 3=111 (LC 19), 4=66 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14, 2-3=-139/77 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=251t Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E)-0-6-12 to 2-5-4, Interior (1) 2-5-4 to 3-5-8 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. (loc) I/defl L/d PLATES 2-4 >999 240 MT20 2-4 >999 180 3 n/a n/a T31484323 GRIP 244/190 Weight: 13 lb FT=20% Page:1 '.1111111If1 IUS LFE�frf r 'GENS' ,. No 34869. ' 4% ,in liu I [.er Yi:;� n. 34Sfi9 , 11fTnk fhn. l7nrl'�11'I'cic 1'ti,� F"L [:crt fib}4 I CO2! 5n•Fnp[el' Rldaa Ro. ch -i erneld, sic) 6]017 F7ale: September 6,2023 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1/2/2023 BEFORE USE. MiTek ,p Dasigrl valid for use:omo with MiTek conrk+dtofs" Tills design is based only upon pnmmalef8'shown, and Is fpr an Individual bullding nomPCnonl, not a Truss aystum Befafe use, the building dealgnar muss verify the applicability of design parametme and properly Incorporala this design alfa Thu overall building design. Bracl% indicated Is lo.prevent mra buckling of Individual truss web andlof chord rnabeonly. Addlllonvl temporary and permanent bracing Is abvays required Ior slaimily and to prevanl colrapse with possible personal Intiuy and property damage For general guidance regarding the 16023 Swingley Ridge Rd. fabdolipn, storage, delivery, erection and Efaoirlg of trusses and truss systems, we ANSIrrPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www-tpinst.org) Cheslergeld, NO 63017 and SCSI Building Compo no nt Safely Wormalion available from the SUumiumi Building Component Association (www.sbcscomponents.com) 314 434 1200 / MiTek-US.com Job Truss 3537784 CJ16 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Scale = 1:29 Truss Type qty. Ply Jack -Open 1 1 731484324 Job Reference (optional) Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc- Tue Sep 05 11:18:38 Page: 1 I D:hH FAaagth3KDl_I WMGcjO Wyp2_K-R fC7PsB7OHg3NSgPgnL8w3ulTXbGK WrCDoi7J4zJC7f Loading (psf) Spacing 2-0-0 TCLL (roof) 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0` Rep Stress Incr YES BCDL 10.0 Code FBC2 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-7-5 oc bracing. REACTIONS (size) 2=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 2=247 (LC 12) Max Uplift 2=-102 (LC 9), 3=-221 (LC 12), 4=-63 (LC 8) Max Grav 2=237 (LC 1), 3=181 (LC 19), 4=106 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14,2-3=-204/1 10 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat, I% Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E)-0-6-12 to 2-5-4, Interior (1) 2-5-4 to 5-5-8 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. 5-12 15-1 5-6-4 5-6-4 3 12 8 F- 6 5 2 I/deft L/d PLATES 2-4 >329 240 I! 7 8 >355 2x4 = 5-6-4 CSI DEFL in TC 0.83 Vert(LL) 0.19 BC 076 Vert(CT) 0.16 WB 0-00 Horz(CT) 0.00 020rrP12014 Matrix -P 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 221 Ib uplift at joint 3, 102 Ib uplift at joint 2 and 63 Ib uplift at joint 4. LOAD CASE(S) Standard (loc) I/deft L/d PLATES 2-4 >329 240 MT20 2-4 >355 180 3 n/a n/a —I Weight: 19 lb GRIP 244/190 FT = 20% �ItiSlll+++111 .•;\GENs�,, 'ri�� No 34869 7k X11++++i4ti11f:1�'�■ Elul jus 1. re PE tin. 36869 3Tf'rek 1nr. I1H:1 31iTeh II:s;► FL C`c>•16G}4. 16023 Swiuglry Ridge Rd. Chemterncw. /10 63017 Date: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev- 1/212023 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not melM i Te k a truss system. Before use, the building designer must verify the applicability of design pareefa And properly Inutporale this design Into the overall bullding design Bracing Indicated is to proyont duckling of individual truss web and/or thorn membum only. Additional temporary and permanent bracing a.ahveysrcqulred los stat4llly and to pfownl wmapse with possible personnt injury And property damage. Forgenemt guidance regarding the 16023 Swingley Ridge Rd. fabO 0n. s}oregvery e, dek, emotion and brecmg of trussas and truss systerrm. see ANSIITP11 Quality Criteria and DSB-22 available from Truss Plate Institute (www,tpinsLorg) Chesterfield, MO 63017 and SCSI Building Component safety Informal fon available from the Strudiatil Building Component Association (www,sbcscomponents-com) 314.434 1200 / MiTek-US-com Job Truss Truss Type Qty Ply 3537784 EJ01 Jack -Partial 14 1 731484325 Jab Reference (optional) Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8.63 S Jul 28 2023 Print: 8 630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:18:38 Page: 1 I D:LPZ_o6ROrOGHpf3dY7EVR pypYzL-RFC7PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f 0 1 3-6-11- - 1-0-0-� 3-5-5 4 - ls� 12 12 8� 2x4 3 � oo 1T � ui n 10 r I — 1.oT 1 65 3x4 = 4x4 o 6-6-15 _ o_O 6-6-15 0-5-1 Scale = 1:37.2 Plate Offsets (X, Y): [2:0-2-3,0-2-5) Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0,08 6-9 >999 240 MT20 244/190 TCDL 7 0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.16 6-9 >528 180 BCLL 0.0' Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 5 n/a n/a BCDL _ 10.0 Code FBC2020/TPI2014 Matrix -MP _ Weight: 31 lb FT 20% LUMBER 5) All bearings are assumed to be SP No.2 crushing TOP CHORD 2x4 SP No.2 capacity of 565 psi. BOT CHORD 2x4 SP No.2 6) Refer to girder(s) for truss to truss connections. WEBS 2x4 SP No.3 7) Provide mechanical connection (by others) of truss to BRACING bearing plate capable of withstanding 92 Ib uplift at joint TOP CHORD Structural wood sheathing directly applied or 4, 128 Ib uplift at joint 2 and 141 Ib uplift at joint 5. 6-0-0 oc purlins. LOAD CASE(S) Standard BOT CHORD Rlgld ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=0-5-8, 4= Mechanical, 5= Mechanical Max Horiz 2=314 (LC 12) Max Uplift 2=-128 (LC 12), 4=-92 (LC 12), 5=-141 (LC 12) Max Grav 2=320 (LC 1), 4=89 (LC 19), 5=212 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-229/33, 3-4=-102/47 ow 111th ��/� BOT CHORD 2-6=-300/241, 5-6=0/0 ti�►►���,�U� �E , fi�I WEBS 3-6=-295/368 4■t ' EN •• ++ NOTES ■■ '••�C 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101 mph; TCDL=4.2psf; BCDL=3 Opsf; h=25ft; 34869 :. •; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior * ;* = zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate �'•. :4U grip DOL=1.60 O 2) Building Designer / Project engineer responsible for r .{� P �] ■ +ri �'f3 �•••• �' verifying applied roof live load shown covers rain loading (� •� ■■■ ri • • •* requirements specific to the use of this truss component 3) This truss has been designed for 10.0 •'' �� tiS Ir.� �� IN A�. G a psf bottom ►1► 111811111111% chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf hilly L. PE. No. 348611 on the bottom chord in all areas where a rectangle lSi i r•k lnc. i7F3 i \SiT'ek 1.ti,1 1 1. { rri 66.14 3-06-00 tall by 2-00-00 wide will fit between the bottom 16013 Swingley Rlilp: Rd, Che, Ierflrlfl. aro 63017 chord and any other members. uns•: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/212023 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not I �� 1 ��{` a truss system. Before use, the building designer must verify the applicability of design parameium 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. Addilional temporary and permanent bracing Ig always raqurred for siablilly and to proved[ collapse wllh possible personal Injury and property damage For uaneml guidance regarding the 16023 Swingley Ridge Rd labrlcallnn, storage, delhrery, erecllon end hrachi of trusses and •russayaiems, see ANSIrrPII Quality Criterla and DSB-22 available from Truss Plate Institute (www.tpinsLorg) Chesterfield, MO 63017 and aCSI Building. Component Safety Informalta t available from the Structural Building Component Association (www sbcscomponents.com) 314.434.1200 / MiTek-US.cem Job Truss Truss Type 13537784 EJ02 Jack -Partial Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Qty Ply — __ Jot Reference (optional) _ Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:38 ID: EjsMm6uEu52uNVzwnzwP_pypYyl-RfC?PsB70Hg3NSgPgn _8w3uITXbGKWrCDo17J4zJC?f -1-0-0 2-10-8 1-0-0 2-10-8 2x4 = 12 g I 3 Scale = 1:23 8 5 Loading (psf) Spacing 2-0-0 CSI A in TCLL (roof? 20.0 N 2 TC 0.20 Vert(LL) 0.00 TCDL 7.0 dIf1 1.25 F 007 Vert(CT) -001 BCLL 00* Rep Stress Incr YES WB 1 0.00 BCDL 10.0 Code FBC2020rTP12014 4 2x4 = LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=155 (LC 12) Max Uplift 2=-95 (LC 12), 3=-94 (LC 12) Max Grav 2=184 (LC 1), 3=72 (LC 19), 4=52 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-100/70 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 2-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 Ib uplift at joint 3 and 95 Ib uplift at joint 2. LOAD CASE(S) Standard (loc) I/deft L/d PLATES 2-4 >999 240 MT20 2-4 >999 180 3 n/a n/a T31484326 GRIP 244/190 +112eight 11 Ib FT = 20% Page:1 ,ii 1111#11 . y`�.��'�vLlL15 L'E�4rti No 34869 'rr C p R , p , •�,t, 11110 N Jolim Lee M Yn.!48f'r Ill Ftch fim 011A t :N.1 FL('art 6W4 16823 5whigiv, Rlag r it.l. ClreNernad. )10 AM 7 bnic: ... - .. September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1/212023 BEFORE USE. Qasign vaild for use only with MiTekZ connector This dWgn is based only upon parernafersshown, and is lar an Indlvfdual ha8ding eomponanl, not r a' a Irws system. Before use, the building designer must verify the appllrabllily of design paramMers and property lncnrporale this dasign Info the gwn ll #�(� Wilding daslgn. Bracing Indlcaled Is to prevent buckling of individual Imss web andlur chord mombers only. Addtllonel tomporary and permanent bracing MiTe is aNeays required forslal118ty and to pravent gollapse with possible personal Injury and property damage. For gebaral guidance repnrding the 16023 Swingley Ridge Rd, }abrlcallun, armage. tlaIlw"' election and bracing of trusses and truss systems, sae ANSirrPll Quality Critwla arld DSB-22 gvallahlo from Truss Plate Institute (www.lpinst.prg) Chesterfield, MO 63017 and SCSI Building CompagoM Safety Inrurmatfgn a-gehle from the Slrucumat Bug ing Component Association (www sbcscomponenls com) 314,4341200 1 MiTek-US,com 2-10-8 Scale = 1:23 8 Loading (psf) Spacing 2-0-0 CSI DEFL in TCLL (roof? 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 TCDL 7.0 Lumber DOL 1.25 BC 007 Vert(CT) -001 BCLL 00* Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 BCDL 10.0 Code FBC2020rTP12014 Matrlx-P LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=155 (LC 12) Max Uplift 2=-95 (LC 12), 3=-94 (LC 12) Max Grav 2=184 (LC 1), 3=72 (LC 19), 4=52 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-100/70 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 2-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 Ib uplift at joint 3 and 95 Ib uplift at joint 2. LOAD CASE(S) Standard (loc) I/deft L/d PLATES 2-4 >999 240 MT20 2-4 >999 180 3 n/a n/a T31484326 GRIP 244/190 +112eight 11 Ib FT = 20% Page:1 ,ii 1111#11 . y`�.��'�vLlL15 L'E�4rti No 34869 'rr C p R , p , •�,t, 11110 N Jolim Lee M Yn.!48f'r Ill Ftch fim 011A t :N.1 FL('art 6W4 16823 5whigiv, Rlag r it.l. ClreNernad. )10 AM 7 bnic: ... - .. September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1/212023 BEFORE USE. Qasign vaild for use only with MiTekZ connector This dWgn is based only upon parernafersshown, and is lar an Indlvfdual ha8ding eomponanl, not r a' a Irws system. Before use, the building designer must verify the appllrabllily of design paramMers and property lncnrporale this dasign Info the gwn ll #�(� Wilding daslgn. Bracing Indlcaled Is to prevent buckling of individual Imss web andlur chord mombers only. Addtllonel tomporary and permanent bracing MiTe is aNeays required forslal118ty and to pravent gollapse with possible personal Injury and property damage. For gebaral guidance repnrding the 16023 Swingley Ridge Rd, }abrlcallun, armage. tlaIlw"' election and bracing of trusses and truss systems, sae ANSirrPll Quality Critwla arld DSB-22 gvallahlo from Truss Plate Institute (www.lpinst.prg) Chesterfield, MO 63017 and SCSI Building CompagoM Safety Inrurmatfgn a-gehle from the Slrucumat Bug ing Component Association (www sbcscomponenls com) 314,4341200 1 MiTek-US,com Job IJ03 Truss Type Qty Ply 3537784 Jack -Partial 1 731484327 _ . Job Refererl- (clRtlonal) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8 63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:39 Page: 1 ID:6U6scTykyKYKs6HhOp_L8fypYyh-RfC?PsB7OHg3NSgPgnLBw3ulTXbGKWrCDoi7J4zJC?f 1-1-0-0 1-8-0 1 1-0-0 j 1-8-0 12 $ F- 3 J 2 N u) N 1ti r 1 f� 4 2x4= -8-0 Scale = 1:21 9 ' Loading (psf) Spacing - 2-0-0 1 - CSI DEFL in (loc) I/deft L/d T - PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0-16 Vert(LL) 0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0 03 Vert(CT) 0.00 2-4 >999 180 BCLL 0.0' Rep Stress Incr YES WB 0 00 Horz(CT) 0.00 3 n/a We BCDL — — 100 Code FBC2020/TPI2014 Matrix -P Mitlht:8lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=107 (LC 12) Max Uplift 2=-88 (LC 12), 3=-44 (LC 12) Max Grav 2=142 (LC 19), 3=33 (LC 19), 4=32 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-47/50 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 Ib uplift at joint 2 and 44 Ib uplift at joint 3 LOAD CASE(S) Standard I No '348:69. .S�oiv�A� �a■`'` duliui [.er 1�1: tin- 34561. NTiTek Inc. h13A %IiTrk i .4,1 TT C vrr 663.4 I4023 Sninple. Ridge IAJ- ('herlcrneId. X87 6}017 Diiia: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. ■ Design valid for use only with MiTek® connectors- This design is based only upon parameters shown, and is for an individual building component, not I �� a lnrss system. Betio use, the building designar must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bradng iriftaled is to prevenl buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for slabally and to pmvenl collnpse with possible personal injury and properly damage- For rrenara) guidance regarding the 16023 Swingley Ridge Rd fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPH Quality Criteria and DSB-22 avalable from Truss Plate Inslilule (www,tpinsl.org)Ches lerfleld, MO 63017 and SCSI Building Component Safety Information nveilable from the Structural Building Component Association (www-sbcscomponenls.com) 314-434,1200 / MiTek-US,com Job Truss 13537784 EJ04 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Truss Type Qty Tly Jack -Partial _ 3 Job Reference (optional) Run: 8,63 S Jul 26 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:18:39 I D: BB5pS2I8PcszmGKNtgApgaypYxf-RfC?PsB7oHg3NSgPgnL8w3ulTXbGK WrCDoi7J4zJC?f Scale = 1:38.5 CSI 4) " This truss has been designed for a live load of 20.Opsf Plate Offsets (X, Y): [2:0-2-12,0-0-15] Loading (pso Spacing TCLL (roof) 20.0 1 Plate Grip DOL TCDL 7.0 Lumber DOL BCLL 0.0" Rep Stress Incr BCDL 10.0 Code I.0.0 3-6-0 7-0-0 1-0-0 3-6-0 3-6-0 5 d 12 15 81 2x4 . 4 4X4 i4 13 3 2 1.- 1 l Iy1 16 17 76 3x4 = 4x8 a 0-5-12 6-7-1 7-" f - 0-5-12 6-1-5 014-15 2-0-0 CSI 4) " This truss has been designed for a live load of 20.Opsf DEFL in 1.25 TC 0.55 Vert(LL) 0.24 1.25 BC 0.84 Vert(CT) 0.22 YES WB 0.14 Horz(CT) -0.04 FBC2020fTP12014 Matrix -MP 6-0-0 oc purlins. 7) Provide mechanical connection (by others) of truss to BOT CHORD LUMBER 4) " This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 SP No.2 on the bottom chord in all areas where a rectangle BOT CHORD 2x4 SP No.2 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 SP No.3 chord and any other members. SLIDER Left 2x6 SP No.2 -- 1-6-0 5) All bearings are assumed to be SP No.2 crushing BRACING capacity of 565 psi. TOP CHORD Structural wood sheathing directly applied or 6) Refer to girder(s) for truss to truss connections. 6-0-0 oc purlins. 7) Provide mechanical connection (by others) of truss to BOT CHORD Rigid ceiling directly applied or 4-3-13 oc bearing plate capable of withstanding 96 Ib uplift at joint bracing. 5, 144 Ib uplift at joint 2 and 170 Ib uplift at joint 6 - REACTIONS (size) 2=0-3-8 5= Mechanical 6= LOAD CASE(S) Standard Mechanical Max Horiz 2=314 (LC 12) Max Uplift 2=-144 (LC 9), 5=-96 (LC 12), 6=-170 (LC 9) Max Grav 2=351 (LC 1), 5=106 (LC 19), 6=150 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tenslon TOP CHORD 1-2=0/32, 2-4=-270/842, 4-5=-95/54 BOT CHORD 2-7=-372/177, 6-7=0/0 WEBS 4-7=-228/477 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101 mph; TCDL=4-2psf; BCDL=3.Opsf; h=251t; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 6-11-4 zone; end vertical left exposed; porch 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. T31484328 (loc) I/dell L/d PLATES GRIP 7-12 >351 240 MT20 244/190 7-12 >375180 5 n/a n/a VYefght: 35 Ib FT = 20% rage: 1 'vt--IU S! LE►���1 :' • NO 34869. �i: r rJ. r 'T�7 ► O R s/ E�t1 ►■�'aNiAy ` ����► JuLl-, i-ce 11 F`..No. 34869 "U'I'rk Inc. DIRA wiek 1 rs;l Fl- p'l 6634. 18013 Swingley- Ri ilgc Rd- C he rtrraeW, AIO 630 t 7 .- September 6,2023 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not MiTek" a truss system. Before use, the building designer must verify the applicability of design pararrrelers and properly Incorporate Ihls design into the overall building design Bracing indicated is to prevent buckling or individual truss web and/or chord mambers only. Additional temporary and permanent bracing is always requlred for stabllmy and to prevent cnnnpee Willi possible personal injury end properly damage Forge recall guidance regarding the 16023 Swingley Ridge Rd fabncarlon. storage, delivery, emc.lion and bracing of trusses and truss systerny, see ANSIrrPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinslorg) Chesterfield, NO 63017 and SCSI Bullding Component Safety Informallon avalfabie from the Stmclural Building Component Association (www.sbcscomponenls com) 314,434.1200 / MiTek-US com Job Truss Truss Type CltY, "y3537784 EJ05 Jack-Partial g 1 731484329 — — -- _ _ Job Reference [optional}; Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8,63 S Jul 28 2023 Print: 8,630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:40 Page: 1 I D:XhyZeNDbDanQyFotfN NzvoypYx2-R fC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 1_-0-0 _ _3-6-11 7-0-0 1 1-0-0 3-6-11 3-5-5 n _ I 12 14 I 8, 2x4 �. 6x8 IN 13: 12 2 0 t 15 16 65 3x4 = 4x4 , 10-11-4 7-0-0 6-6-15 0.11-45-7-11 0-5-1 Scale= 1:37.2 Plate Offsets (X, Y): [2:0-2-3,0-2-5], [2:0-0-12,0-9-2] — Loading (psf) Spacing 2-0-0 CSI DEFL In (I0c) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.15 6-11 >561 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0 60 Vert(CT) 0,14 6-11 >599 180 BCLL 0.0' Rep Stress Incr YES WB 0 14 Horz(CT) -0.02 4 n/a n/a SCOL 10.0 Code FBC2020/TPI2014 Matrix-MP I , Weight: 34 Ib FT = 20% LUMBER 4) • This truss has been designed for a live load of 20.Opsf TOP CHORD 2x4 SP No.2 on the bottom chord in all areas where a rectangle BOT CHORD 2x4 SP No.2 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 SP No.3 chord and any other members. WEDGE Left: 2x8 SP 240OF 2.0E 5) All bearings are assumed to be SP No.2 crushing BRACING capacity of 565 psi. TOP CHORD Structural wood sheathing directly applied or 6) Refer to girder(s) for truss to truss connections. 6-0-0 oc purlins. 7) Provide mechanical connection (by others) of truss to BOT CHORD Rigid ceiling directly applied or 7-1-14 oc bearing plate capable of withstanding 99 Ib uplift at joint bracing. 4, 149 Ib uplift at joint 5 and 163 Ib uplift at joint 2. REACTIONS (size) 2=0-3-8, 4= Mechanical, 5= LOAD CASE(S) Standard Mechanical Max Horiz 2=314 (LC 12) Max Uplift 2=-163 (LC 9), 4=-99 (LC 12), 5=-149 (LC 9) Max Grav 2=370 (LC 1), 4=106 (LC 19), 5=139 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension f►►►► 32, 30/09 3-4=-95/55 T 396/433, �.. n�I�f�� BOCHORD 2-6=CHORD 5-6 `........ E NS'''- ri WEBS 3-6=-219/486 �� •••\GA �•••' NOTES 4 op 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) N 34869 �; Vasd=101 mph; TCDL=4.2psf; BCDL=3.Opsf; h=251t; „ * ;• * = Cat. Il; Exp D; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) r 1-11-0 to 6-11-4 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 0 (��� r T "• p plate DOL=1.60 _ �� rrr 0 i grip 2) Building Designer/ Project engineer responsible for R •.•• ��. +t ••••'"� verifying applied roof live load shown covers rain loading �Olt�. O N M— .111111 requirements specific to the use of this truss component. 111 3) This truss has been designed for a 10.0 psf bottom 3101 us Lee 11E itin.-34860:1 chord live load nonconcurrent with any other live loads. _MiTek Inc-1r A ,%1ITek t=SA F7-('err 6fi,14 16023 5n lahrley RFdFe Rd, r'11esl erne] 11..11 f1611117 Dale: .. . September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 1/2/2023 BEFORE USE. Ooeian valid fur use only wilh MrrekV connaclars, This design is based only upon paramelurs shown, antl Is loran Individual bulming component, not efruessyntom.Beforeusa;the building daslgnor intat verify the applicability ofdesign paafnDlare end pfoparly incorporate lhra design info iiia overall MiTek" bugdingdeSlpn Bracing Indicated is to provenl burkjiq of -individual truss web andlor chordmerrdlar5 only- Additional lemporary and parmamnit bracing is always rogelred fors1ab11ity and to pmverll cellapw wllh possible personal intury and properly damage For general guidance regprding the 16023 Swingley Ridge Rd- fabrication. storage, delivery, ererAton and bracing at [ruses and truss systems, sea ANSIfTPl1 Quality Crileria and DSB-22 uvalfable from Truss Plate Institute (www pins[ org) Chesterfield, MO 63017 and SCSI Building Cornpononf Safety hlrermatian avalwale from the Slrudiunl Bulkling Component Association (www sbcscomponenls com) 314.434.1200 / MiTek-US-com ] Job Truss 3537784 EJ06 Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Truss Type Qty Ply Jack -Partial 3 1 T31484330 Job Fiefergrlce {oplipna!]. _ _ Run: 8,63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:40 Page: 1 ID:5x70YM3xQHxsBcQ4Z15c3sypYug-RfC7PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f 1 2-6-0 TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1= Mechanical, 2= Mechanical, 3= Mechanical Max Horiz 1=104 (LC 12) Max Uplift 1=-20 (LC 12), 2=-100 (LC 12) Max Grav 1=88 (LC 1), 2=82 (LC 19), 3=48 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-104/55 BOT CHORD 1-3=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat, Il; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. L/d PLATES GRIP 240 MT20 244/190 180 n/a Weight: 8 Ib FT = 20% \30US tits ,..... • F�' ' �4►j , .``*� •r,'� G E N S��' ,rte:. 34669 dalius1:er PF. Yn:-34869. MITek iar. D13A i1FTek 1'tiA 1T. Cert6634 16813 Sningiry ltldgc Kt). cbrstel•noa. Nit) s3017 ©alc: September 6,2023 ............... A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 11212023 BEFORE USE. Design valid tot use only with MITeW connoware. Th Is design is based only upon parameters shown, and Is for an Individual blllldlllg Component, not MiTek' a truss system Before use, the building designer must va" the applicability of design parameters and property lncnrporatn iNs design inlo the overall eulldinp desgn. Braving indicated Isle prevontt buckl1w DFlndividual truss web and/or Ooid mrers arntonly. Addlllonal temporary and parmnnard bracing is alxwya required forslabally and fo prawn! collapse wah possible personal Injury and property damage For gel+eral guidance regarding the 16023 Swingley Ridge Rd. falxictilion, siarago; delivery, erection and hraoing of Irussas and truss eys[ams, see ANSPITPII Quality Crileeta and DSB-22 available from Truss Plate Institute (www,IpinsLorg) Chesterfield, MO 63017 and BCSI Building Component Safely Informalidn available From Iho 31 -dural Building Component Association (www sbcscomponenls,com) 314.434-12001 MiTek-US_com 12 Scale= 1:20.2 81 Loading (psf)Spacing 2-0-0 CSI DEFL in 2 I/deft TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 016 Vert(LL) 0.00 .l >999 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 000 1-3 >999 � 0.0• Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 o N 10.0 Code FBC20201TPI2014 Matrix -P N LUMBER 7 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 20 Ib uplift at joint BOT CHORD 2x4 SP No.2 1 and 100 Ib uplift at joint 2. BRACING LOAD CASE(S) Standard 3 2x4 = TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1= Mechanical, 2= Mechanical, 3= Mechanical Max Horiz 1=104 (LC 12) Max Uplift 1=-20 (LC 12), 2=-100 (LC 12) Max Grav 1=88 (LC 1), 2=82 (LC 19), 3=48 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-104/55 BOT CHORD 1-3=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat, Il; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. L/d PLATES GRIP 240 MT20 244/190 180 n/a Weight: 8 Ib FT = 20% \30US tits ,..... • F�' ' �4►j , .``*� •r,'� G E N S��' ,rte:. 34669 dalius1:er PF. Yn:-34869. MITek iar. D13A i1FTek 1'tiA 1T. Cert6634 16813 Sningiry ltldgc Kt). cbrstel•noa. Nit) s3017 ©alc: September 6,2023 ............... A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 11212023 BEFORE USE. Design valid tot use only with MITeW connoware. Th Is design is based only upon parameters shown, and Is for an Individual blllldlllg Component, not MiTek' a truss system Before use, the building designer must va" the applicability of design parameters and property lncnrporatn iNs design inlo the overall eulldinp desgn. Braving indicated Isle prevontt buckl1w DFlndividual truss web and/or Ooid mrers arntonly. Addlllonal temporary and parmnnard bracing is alxwya required forslabally and fo prawn! collapse wah possible personal Injury and property damage For gel+eral guidance regarding the 16023 Swingley Ridge Rd. falxictilion, siarago; delivery, erection and hraoing of Irussas and truss eys[ams, see ANSPITPII Quality Crileeta and DSB-22 available from Truss Plate Institute (www,IpinsLorg) Chesterfield, MO 63017 and BCSI Building Component Safely Informalidn available From Iho 31 -dural Building Component Association (www sbcscomponenls,com) 314.434-12001 MiTek-US_com 2-6-0 Scale= 1:20.2 1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) I/deft TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 016 Vert(LL) 0.00 1-3 >999 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 000 1-3 >999 BCLL 0.0• Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -P LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 20 Ib uplift at joint BOT CHORD 2x4 SP No.2 1 and 100 Ib uplift at joint 2. BRACING LOAD CASE(S) Standard TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1= Mechanical, 2= Mechanical, 3= Mechanical Max Horiz 1=104 (LC 12) Max Uplift 1=-20 (LC 12), 2=-100 (LC 12) Max Grav 1=88 (LC 1), 2=82 (LC 19), 3=48 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-104/55 BOT CHORD 1-3=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat, Il; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. L/d PLATES GRIP 240 MT20 244/190 180 n/a Weight: 8 Ib FT = 20% \30US tits ,..... • F�' ' �4►j , .``*� •r,'� G E N S��' ,rte:. 34669 dalius1:er PF. Yn:-34869. MITek iar. D13A i1FTek 1'tiA 1T. Cert6634 16813 Sningiry ltldgc Kt). cbrstel•noa. Nit) s3017 ©alc: September 6,2023 ............... A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 11212023 BEFORE USE. Design valid tot use only with MITeW connoware. Th Is design is based only upon parameters shown, and Is for an Individual blllldlllg Component, not MiTek' a truss system Before use, the building designer must va" the applicability of design parameters and property lncnrporatn iNs design inlo the overall eulldinp desgn. Braving indicated Isle prevontt buckl1w DFlndividual truss web and/or Ooid mrers arntonly. Addlllonal temporary and parmnnard bracing is alxwya required forslabally and fo prawn! collapse wah possible personal Injury and property damage For gel+eral guidance regarding the 16023 Swingley Ridge Rd. falxictilion, siarago; delivery, erection and hraoing of Irussas and truss eys[ams, see ANSPITPII Quality Crileeta and DSB-22 available from Truss Plate Institute (www,IpinsLorg) Chesterfield, MO 63017 and BCSI Building Component Safely Informalidn available From Iho 31 -dural Building Component Association (www sbcscomponenls,com) 314.434-12001 MiTek-US_com Job I Truss 3537784 I EJ07 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, "Speclal" Indicaten spedal hanger(s) or other connection cls Ace(6) required at Iocalion(s) shown. The designtseleclion of such special connection device(s) Is the responsl6Nily of others- TN& applies to all applicable Imas designs in Uds Job. Scale = 1:34.6 Plate Offsets (X, Y): [3:0-5-12,0-2-0] Truss Type Qty Ply Jack -Partial Girder — L 1–� , Job Reference (optional) . — Run: 8-63 S Jul 28 2023 Print: 8-630 S Jul 28 2023 MiTek Industries, Inc, Tue Sep 05 11:18:40 ID:sk8TovMdYz4JhSquX22Ta7ypYuH-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f _10-o 2 _2-6-0 - 6-0-0 2-6-0 3-6-0 Special NAILED 4xs? 812 3 84 j�) f� — a_ 1 j 7 9 65 – 2x4 2x4 it 3x4 = spaaw NAILED 6-0-0 2-7.12 _ 5-6-9 _ -�- 2 7.12 2-10-13 0-5-7 T31484331 Page:1 Loading (psf) Spacing 2-0-0 CSIDEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.01 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0Rep Stress Incr NO BC 0.16 Vert(CT) -0.01 WB 6-7 >999 180 0.07 Horz(CT) 0.00 BCDL 10.0 Code FBC2020/TPI2014 Matrix -P 4 n/a n/a Weight: 28 Ib FT = 20% LUMBER 7) All bearings are assumed to be SP No.2 crushing TOP CHORD 2x4 SP No.2 capacity of 565 psi. BOT CHORD 2x4 SP No.2 8) Refer to girder(s) for truss to truss connections. WEBS 2x4 SP No.3 9) Provide mechanical connection (by others) of truss to BRACING bearing plate capable of withstanding 105 Ib uplift at TOP CHORD Structural wood sheathing directly applied or joint 4, 204 Ib uplift at joint 2 and 62 Ib uplift at joint 5. 6-0-0 oc purlins. 10) "NAILED" indicates 3-1 Od (0-148"x3") or 3-12d BOT CHORD Rigid ceiling directly applied or 10-0-0 oc (0.148"x3.25") toe -nails per NDS guidlines. bracing. 11) Hanger(s) or other connection device(s) shall be REACTIONS (size) 2=0-5-8, 4= Mechanical, 5= provided sufficient to support concentrated load(s) 215 Mechanical Ib down and 107 Ib up at 2-6-0 on top chord, and 38 Ib Max Horiz 2=144 (LC 25) down at 2-6-0 on bottom chord. The design/selection of Max Uplift 2=-204 (LC 8), 4=-105 (LC 4), such connection device(s) is the responsibility of others. 5=-62 (LC 8) 12) In the LOAD CASE(S) section, loads applied to the face Max Grav 2=329 (LC 15), 4=93 (LC 1), 5=139 of the truss are noted as front (F) or back (B). (LC 15) LOAD CASE(S) Standard FORCES (Ib) - Maximum Compression/Maximum 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Tension Plate Increase=1.25 TOP CHORD 1-2=0/32, 2-3=-326/165, 3-4=-1/0 Uniform Loads (Ib/ft) ,►1++r►�� �I�f BOT CHORD 2-7=-142/214, 6-7=-140/221, 5-6=0/0 Vert: 1-3=-54, 3-4=-54, 2-5=-20 Concentrated Loads ,.►����ius LF WEBS 3-7=0/162, 3-6=-251/159 (Ib) Vert: 7=-5 (B), 9=-2 (B) r •••1 C'•�rN r•• ri NOTES ■■; ■ �. CC •% 1) Unbalanced roof live loads have been considered for : this design. N D 3 4869 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) ZZ Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp D; Enclosed; MWFRS (envelope) exterior •.Q zone; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for ..(U verifying applied roof live load shown covers rain loading or Q ; • %`+ *■ •'• requirements specific to the use of this truss component. �r (� 4 0 R i 0.•• ■ti 4) Provide adequate drainage to prevent water ponding. f ss • r�� �■ E 5) This truss has been designed for a 10.0 psf bottom �,i ���t ���� �O1N All chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf rutin, f.mPF Nn. 34RG9., on the bottom chord in all areas where a rectangle suT ek htr. fyTirl 111Tek Y?S,L YL Cori 843 3-06-00 tall by 2-00-00 wide will fit between the bottom I rn23 swiogrv} Rtugr Ro: Cbr+terneld,&:To a3oir – — chord and any other members. help, September 6,2023 A WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE.- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a Trusssytem, Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indItated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always mquifed for slabillly and to prevent collapse with possible pemmdl Iniury and properlydamags- For general ouldsnoo regarding the 10023 Swingley Ridge Rd, fabrication, storage, delivery, erectlon and bmcing of Trusses and truss zyslBms, set A SNTPI1 Quality Crkarla and 0.78.22 evadable from Truss Plate Institute (www.IpinsLorg) Chesterfield, MO 63017 and BCSI Building Component safely Inferrunuorl available from Ibn Slruolural Building CoMPerrenl AssnGIaIIcm (www.Sbzmmpunenis.com) 314,434 1200 / MITek-US.com Job Truss 3537784 EJ08 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Truss Type Qty ply J J Jack -Partial _1 � — I � _ Jab Reference [DpllonaljT31484332, _ Run: 8,63 S Jul 28 2023 Print: 8,630 S Jul 28 2023 MITek Industries, Inc Tue Sep 05 11:18:41 Page: 1 ID:GbL1_kbAg6bT4XMkiEP90LypYtz-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 4-6-0 _ 6-0-0 4-6-0 1-6-0 Scale = 1:28.2 (loc) 4x6 = i L/d PLATES GRIP Plate Offsets (X, Y): 2 3 >508 12i�8 Loading (psf) I- 2-0- TCLL (roof) 6 Plate Grip DOL n v TCDL 7.0 co 1.25 � m 1 Rep Stress Incr _Jbi �I 10.0 5 4 FBC 2x4 = 2x4 II 4-7-12 6-06-0-0 4-7-12 --- 1-4-4 1 Scale = 1:28.2 (loc) I/defl i L/d PLATES GRIP Plate Offsets (X, Y): [2:0-3-12,0-2-0] >508 240 MT20 244/190 Loading (psf) Spacing 2-0- TCLL (roof) 20.0 Plate Grip DOL 1,25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0' Rep Stress Incr YES BCDL 10.0 Code FBC 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=0-3-8, 3= Mechanical, 4= Mechanical Max Horiz 1=191 (LC 12) Max Uplift 1=-83 (LC 12), 3=-39 (LC 8), 4=-136 (LC 12) Max Grav 1=214 (LC 1), 3=39 (LC 1), 4=177 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-152/78, 2-3=-1/0 BOT CHORD 1-5=-15/9, 4-5=0/0 WEBS 2-5=-194/307 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=130mph (3 -second gust) Vasd=101 mph; TCDL=4,2psf; BCDL=3.Opsf; h=25ft; Cat. ll; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 4-6-0, Exterior(2E) 4-6-0 to 5-11-4 zone;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. 0 CSI DEFL TC 0.54 Vert(LL) BC 0,55 Vert(CT) WB 0.09 Horz(CT) 2020/TP12014 Matrix -P 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SP No.2 crushing capacity of 565 psi - 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 Ib uplift at joint 1, 39 Ib uplift at joint 3 and 136 Ib uplift at joint 4. LOAD CASE(S) Standard In 0.14 0.16 0.08 (loc) I/defl i L/d PLATES GRIP 1-5 >508 240 MT20 244/190 1-5 >440 180 3 n/a n/a Weight: 24 Ib FT = 20% �4�����vLllfS. �4 � r+�NS'• rri '34.869 o' 4w ii .fu lint I cc 111•: No. 340159. NTITirk Inc. blik MITell VSA FI. C,,1 043.1 18625 Swingfry Uldge Rd. Chrrlerneld. MO 631117 Bare: September 6,2023 ,A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with MiTek® conneclors This design is based only upon parameters shown, and is for an individual building component, not MiTek" I truss syslalrf. Befom.. usa, the building dealgnor must verify the applicability of design paralfllHoM and properly incorporate this design into the overall building design Bracing llldicated is to Prgvant b!AaMing of individual truss web and/or chord members only. Additional temporary and permanent bracing Is aWays required for stabxlty and to prevanl collepse with passible personal injury and property damage. For general guidance regarding the 16023 Swingley Ridge Rd. fabrication, storage, delivery, erection and hra ring of trussos and truss systems, see ANSI/TPI1 Quality CrRerla and DSB-22 evailnhl» from Truss Plate Institute (www.lpinsl.org) Chesterfield, MO 63017 and BCSI Building Component Safety Indorroatlon nveilable from the Structural Building Component Association (www sbcscomponents com) 314,434.1200 / MiTek-Uscom Job Truss Truss Type Rly. Ply 3537784 EJ09 Jack -Partial 3 _ Job Reference (opilonal) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, _ Run: 8 63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:41 I D:5111 FogxQyMdpSqu3V WZdcypYtt-RFC7PsB70Hg3NSgPgnL8w3ulTXbGK WrCDoi7J4zJC7f 600 — 2 12 8 � 5 r v v � � 4 1 3 2x4 = 6-0-0 Scale= 1:27.5 Loading (psf) Spacing 2-0-0 CSI DEFL In (lac) Ildefl L/d PLATES TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 097 Vert(LL) -0.06 1-3 >999 240 MT20 TCDL 7.0 Lumber DOL 1,25 BC 041 Vert(CT) -0.13 1-3 >538 180 BCLL 00 - Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0i Code FBC2020/TP12014 Matrix -P Weight: 20 lb LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 49 Ib uplift at joint BOT CHORD 2x4 SP No.2 1 and 241 Ib uplift at joint 2 BRACING LOAD CASE(S) Standard TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS (size) 1=0-5-8, 2= Mechanical, 3= Mechanical Max Horiz 1=249 (LC 12) Max Uplift 1=-49 (LC 12), 2=-241 (LC 12) Max Grav 1=211 (LC 1), 2=197 (LC 19), 3=114 (LC 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-218/116 BOT CHORD 1-3=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101 mph; TCDL=4,2psf; BCDL=3.Opsf; h=25ft; Cat, 11; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) 0-2-12 to 3-2-12, Interior (1) 3-2-12 to 5-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads_ 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. T31484333 Page: 1 GRIP 244/190 FT = 20% t11 �Ousr�,,l S\ E �t 00. i 34869 10Cy ��:ti��'� ►rrurt�+ Jrdins l-ee PE '441.-34869 '11ITcI1 Inc. 11f3A h11'rek'1 :5:1 I� f_ ('ort G634 Is�p2? Srcfnglry`Rldge ReI: Chestrrn�ld.,Vl1G3017 September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. MiTek" Design valid tvr use only wNh MITeM cbrneclote. This design is:based only upon *amaldrs shoWii, end a for on Indlvlduaf kniWing ca"vnenl, notx Truss system. Before usn, the building designer mus? vnlfy Ilio applicgdTiof doslgn parameters. and props ry in cnrvprate this design into the ovareg I building deslgn Bracing indicated is to prevent buckfing of individual Iru sswob arrdior chord me rales only. Addltlonel temporary and pmrad ewneni bng Is always raqunred far slahlllly and In Prevent wllapse with posayhta pei5onal In itry and property damage For general guldance regarding IM 16023 Swingley Ridge Rd fahrlcallnn, storage, dellvofy, erect inn and bracing of Irassos and Iruss sysIcims. sea ANSIrfPI1 qie My criteria and DS8.22 avallaMii from Tress Plate Inslilule (www (pinst org) Chesterfield. MO 63017 and BC 81 Bull ding Componnnl Safety Information svoilahla from the 51ni rl 14ral BIllld In CDmponent Assnrini Ion (wv sboseomponunts.c wo 314.434 1200 1 MITek-US.com Job Truss 3537784 EJ10 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, M O U7 Scale = 1:30.2 Plate Offsets (X, Y): [2:0-2-0,0-1-2] Truss Type Qty Ply Jack -Partial 1 _1 1 Job Reference (optional) Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:18:42 ID:ZCo61yuDAUd4zDCL6HroMPypYtb-RfC7PsB70Hg3NSgPgnLBw3ulTXbGKWrCDoi7J4zJC4f 1-0-0 1-0-0 6-0-0 6-0-0 Loading (psf) Spacing 2-0-0 CSI DEFL 121 20.0 Plate Grip DOL 1.25 TC 0.91 8 TCDL 7.0 Lumber DOL 5. BC 0.41 Vert(CT) BCLL 0.0" Rep Stress Incr YES WB 0,00 Horz(CT) BCDL 10.0 Code FBC2020/TPI2014 t LUMBER 7) Provide mechanical connection (by others) of truss to 3x4 = 2x4 SP No.2 Loading (psf) Spacing 2-0-0 CSI DEFL TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) BCLL 0.0" Rep Stress Incr YES WB 0,00 Horz(CT) BCDL 10.0 Code FBC2020/TPI2014 Matrix -P LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 SP No.2 bearing plate capable of withstanding 232 Ib uplift at BOT CHORD 2x4 SP No.2 joint 3 and 116 Ib uplift at joint 2. BRACING LOAD CASE(S) Standard TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=285 (LC 12) Max Uplift 2=-116 (LC 12), 3=-232 (LC 12) Max Grav 2=290 (LC 1), 3=189 (LC 19), 4=114 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-211/118 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101 mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat ll; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 5-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections. �I 4 in (loc) I/deft Ltd PLATES -0.06 2-4 >999 240 MT20 -0.13 2-4 >538 180 0.00 3 n/a n/a I I Weight: 22 lb T31484334 GRIP 244/190 FT = 20% Page: 1 '"�1Vlfiiiiii�i,• \3UU.S LF�■fi•• 34869 i O's ' •�L! i ., duuul Lte L'F No. 14 M9 R11�'ck [nr. 118.,1 Alf l'rlc 1 ;SA VlXer1 6634, 16073 swinOr.• Ridgr Rd. ctie rWrRrld. A10 6.1017 MA.: September 6,2023 I A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 11212023 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not MIT a truss system. Before use, the building daslgnor must verify the applicability or design pmers e-aatand properly incorporate this design Inlo the overall building design. Bracing indicated is to nrovent buckling of individual truss web and/orchmd morwurs only. Additional temporary and permanent bracing isalways required for stability and to prevent collapse with possible personal injury and property damage. Forge ne..rnl guidance ragafding the 18023 Swingley Ridge Rd fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIFTPI1 Quality Crilerla and DSB-22 evallabw from Truss Plate Institute (www.lpinsLorg) Chesterfield, MO 63017 and BCSI Building Component Safety Information available from the Slruclural Building Component Association (www sbcscomponenls com) 314.434.1200 / MiTek-US com Job Truss Truss Type 3537784 EJ.11 Jack -Partial Girder Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Scale = 1:34.6 Plate Offsets (X, Y): (3:0-5-12,0-2-01 Loading (psf) Spacing TCLL (roof) 20,0 Plate Grip D TCDL 7.0 Lumber DOL BCLL 0.0• Rep Stress I BCDL 10.0 Code Qty I Ply 1 _ 1 Jab Reference (optional) Run: 8}63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:42 I D:9vePzk3?tnO4eM G 1 wD54wMypYlN-RfC? PsB70H q3 N Sg Pq n L8w3u l TXbG K WrC Doi7J4zJ C? f 7-0-I0 1-0-0 2-6-0 .. 4-2-8 -I 0-3-8 Special NAILED NAILED 4x8 = 2x4 n 812 3 9 10 4 5 L M I OD 2 N r I ..'L'I 1-� 8 11 7 6 2x4 = 2x4 It 34 = LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 2-0-0 OL 1.25 1.25 In NO FBC2020/TPI2014 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=0-5-8, 7= Mechanical Max Horiz 2=144 (LC 8) Max Uplift 2=-246 (LC 8), 7=-278 (LC 5) Max Grav 2=358 (LC 15), 7=316 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-383/235, 3-4=-1/0, 4-5=0/0 BOT CHORD 2-8=-196/258, 7-8=-193/266, 6-7=0/0 WEBS 3-8=0/185, 3-7=-287/209, 4-7=-154/212 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101 mph; TCDL=4 2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SP No.2 crushing capacity of 565 psi 8) Refer to girder(s) for truss to truss connections. Special NAILED _2-7-12 6-8-8 2-7-12 4-0-12 CSI DEFL TC 0.35 Vert(LL) BC 0.21 Vert(CT) WB 0.11 Horz(CT) Matrix -P NAILED 7I-0-0 II 0-3-8 in (loc) Well Ltd PLATES -0.01 7-8 >999 240 MT20 -0.02 7-8 >999 180 0.00 7 n/a n/a 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 246 Ib uplift at joint 2 and 278 Ib uplift at joint 7. 10) "NAILED" indicates 3-1 Od (0.148'x3") or 3-12d (0.148'x3.25") toe -nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 214 Ib down and 134 Ib up at 2-6-0 on top chord, and 40 Ib down at 2-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib/ft) Vert: 1-3=-54, 3-4=-54, 4-5=-14, 2-6=-20 Concentrated Loads (lb) Vert: 3=-10 (B), 8=-6 (B), 7=-9 (B), 4=-25 (B), 9=-10 (B), 11=-4 (B) T31484335 GRIP 244/190 Weight: 34 Ib FT = 20% Page: 1 t"I t i l l 111118 11 tt'l, �vx-lU S LF� '.•• ■ No 34869 Z. *� �* ■ lJ CLIWi s • � 1.f .10 N Ai �Et 0��� fr,flu. L-FE.Na, J069., mairk 131e. RR,I MiTek 60, FL C' r1 IiW' 160I3 S+si o.7 it rage Rd, C It-lcrfinl d-1110 63017 Vote: September 6,2023 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with MiTek® connectors, This design is based only upon parameters shown, and Is for an individual building component, not MiTek a truss system. Before use, the building designer must verify [he applicability of design pararnilersanC property incorporate [his design into the overall building design Bracing Indicated is to prevent buckling of individual truss web and/or chord mambar$ only. Additional temporary and permanent bracing is akvays mqulted for stabildy end la prevent minpse with possible pemmsil injury and propedy damage. For.oarlwal guidance regarding the 16023 Swingley Ridge Rd fabnuWlon_ storage. delivery, er6G+on end bradng ar trusses and tmsssyslema, sap ANSIFTP11 Quality Criter.aind DSB-22 available from Truss Plate Institute (www, tpinsl.org) Chesterfield, MO 63017 and SCSI Building Component Safety Information available from the Slrudural Building Component Association (www.sbcscomponenls com) 314 434 1200 / MITek-US com JobI.� i" 3537784 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Truss Type Qty Ply Jack -Partial I 1 Job Reference (optional) Run: 8.63 S Jul 28 2023 Print: 8 630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:18:42 ID:6CXZ1JfwG849abV92QHklOypYeP-RfC7PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC9f -1.0.0 , 4-6-0 6-8-$ 7-0-0 1-0-0 4-6-0 2-2-8 0-3-8 2x4 u 9 4 5 I 7 6 3x6 = _— 666 700 6-8-8 0-3-8 Scale = 1:32 4x6 = Plate Offsets (X, Y): [3:0-3-12,0-2-0) 3 — – Loading (psf) Spacing 2-0-0 CSI I DEFL in (loc) Ildefl L/d 812 idB 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.11 2-7 : 240 2 I 7.0 Lumber DOL -- 2x41= Vert(CT) -0.21 2-7 >370 180 2x4 u 9 4 5 I 7 6 3x6 = _— 666 700 6-8-8 0-3-8 Scale = 1:32 Plate Offsets (X, Y): [3:0-3-12,0-2-0) — – Loading (psf) Spacing 2-0-0 CSI I DEFL in (loc) Ildefl L/d PLATES TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.11 2-7 : 240 MT20 TCDL 7.0 Lumber DOL 1.25BC 0.55 Vert(CT) -0.21 2-7 >370 180 BCLL 0.0' Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -P Weight: 34 lb LUMBER 7) All bearings are assumed to be SP No.2 crushing TOP CHORD 2x4 SP No.2 capacity of 565 psi. BOT CHORD 2x4 SP No.2 8) Refer to girder(s) for truss to truss connections. WEBS 2x4 SP No.3 9) Provide mechanical connection (by others) of truss to BRACING bearing plate capable of withstanding 165 Ib uplift at TOP CHORD Structural wood sheathing directly applied or joint 2 and 151 Ib uplift at joint 7. 6-0-0 oc purlins. LOAD CASE(S) Standard BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=0-5-8, 7= Mechanical Max Horiz 2=226 (LC 12) Max Uplift 2=-165 (LC 12), 7=-151 (LC 9) Max Grav 2=317 (LC 1), 7=243 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-169/45, 3-4=-1/0, 4-5=0/0 BOT CHORD 2-7=-150/101, 6-7=0/0 WEBS 4-7=-70/96, 3-7=-173/256 NOTES 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=251L; Cat. Il; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 4-6-0, Exterior(2E) 4-6-0 to 7-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. T31484336 Page: 1 GRIP 244/190 FT = 20% ti •' (,EN3' 34869 �i� i � ". : • �CI�i T ,rut iaa Lm P E. No. 14N 00 Mi l'ek Inc. bBA 3f3Tek USA FI. ('rr1 6614. 160I3 Sw-inkley Hldgc Rd, r'Ires keAeld,d1C163017 Dot.: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 112/2023 BEFORE USE. Design valid for use only wllh MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not Mffek' a buss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse wilh possible personal Injury and property damage. For general guidance regarding the 1 16023 Swingley Ridge Rd, fabrtcallon. storage, delivery, erecllon and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinsl.org) Chesterfield, MO 63017 and BCSI Bullding Component Safety hWwmalion available from the Structural Building Componenl Association (www,sbcscomponenls com) 314.434 12001 MiTek-US,com Joh Truss Truss TypeQty ply 3537784 EJ13 _Jack-Parttaf _ 7 1 Job Reference (opllonal).: Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8.63 S Jul 28 2023 Print: 6.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:43 I D: QAdmvazlcdph9LLGxpklgNypYci-RfC7PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f -1-0-0I_ 1-7-12 6-6-0 _ 7-0-0 1-0-0 1-7-12 4-10-4Q Scale = 1:39.9 3x6 o M Loading (psf)Spacing v TCLL (roof) 20.0 9 TCDL 7.0 Lumber DOL BCLL o , BCDL --7 Code 2x4= r� S 3x6 u Scale = 1:39.9 Plate Offsets (X, Y): [4:0-3-12,0-2-0] Loading (psf)Spacing TCLL (roof) 20.0 Plate Grip DOL TCDL 7.0 Lumber DOL BCLL 0.0' Rep Stress Incr BCDL 10.0 Code LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING 4x6 = 4 5 8f2. n co v -.,- 76 4x4 = 1-7-12 1-5-0 — 5-0-0 0-2-12 7-0--0 0-4-4 2-0-0CSI DEFL in 1.25 TC 0.41 Vert(LL) -0.03 1.25 BC 0.25 Vert(CT) -0.06 YES WB 0.16 Horz(CT) 0.01 FBC2020/TPI2014 Matrix -P 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SP No.2 crushing TOP CHORD Structural wood sheathing directly applied or capacity of 565 psi. 6-0-0 oc purlins, 8) Refer to girder(s) for truss to truss connections. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 9) Provide mechanical connection (by others) of truss to bracing. bearing plate capable of withstanding 12 Ib uplift at joint REACTIONS (size) 5= Mechanical, 6= Mechanical, 5, 174 Ib uplift at joint 6 and 177 Ib uplift at joint 8. 8=0-5-6 LOAD CASE(S) Standard Max Horiz 8=303 (LC 12) Max Uplift 5=-12 (LC 8), 6=-174 (LC 12), 8=-177 (LC 12) Max Grav 5=12 (LC 1), 6=181 (LC 19), 8=419 (LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-346/99, 3-4=-136/67, 4-5=-1/0 BOT CHORD 2-8=-35/367, 7-8=-229/314, 6-7=0/0 WEBS 3-8=-291/410, 4-7=-144/229, 3-7=-317/227 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat, 11; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-7-12, Interior (1) 1-7-12 to 6-6-0, Exterior(2E) 6-6-0 to 6-11-4 zone; cantilever left exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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. (loc) I/deft L/d PLATES 7-8 >999 240 MT20 7-8 >999 180 5 n/a n/a T31484337 GRIP 244/190 Weight: 39 Ib FT = 20% Page: 1 �►►►►t,fl.11llr��� i No. 34869 : i r 0 .,415',ONA' Julies I,ee k4' Nn,.14116%, �fiTik Gtr. U1S.111i7"ck t:SA lrl_Ccr1 R63d 16023 RrcWgre!-Rhip - 141, C'he%lerneld.lyd 631117 nate: September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI 1-7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with MITek® connectors, This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate [his 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 MaTek Ig always rngoired lar s[ablllly and to prevent collapse Willi possible personal Injury and property dsmage For gonaral guldaftm reg4rdln0 the 16023 Swingley Ridge Rd, IabTICAlmn, slot age, dellvery, erect Ion and be clap of trusses and truss systems, sae ANStr7P11 Quality criteria and OSB -22 avadabla from Truss Plate Institute (www,tpinsl.org) chesterfield, MO 63017 end SCSI Building Component Safety Informagan available from I to Structural Burlding Compnnnnl Assorlallon(Www sbescomponenls.com) 314.434.1200/ MITek-US,com Job — Truss Truss Type �f ily 3637764 EJ14 Jack -Partial 1 Jab ReTerer�ca (optional) _ Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 9.63 S Jul 28 2023 Print: 8,.630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:16:44 I D:mPy5X5E5QObZojOKDR7SZOypYcM-R fC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f -1-0-0 1-7-12. � 7-0-0 1-0-0 1-7-12 5-4-4 I I 2x4 It M 7 W 3 2 2x4 = 6 3x6 it 1-7-12 1-5-� I 7-0-0 i-S-QU-2-12 5-4-4 Scale = 1:37.9 Loading (psf) Spacing 2-0-0 5-6 CSI DEFL in TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.07 TCDL 7.0 Lumber DOL 1.25 BC 0,35 Vert(CT) -0.09 BCLL 0.0' Rep Stress Incr YES WB 0.13 Horz(CT) -0.10 BCDL 10.0 Code FBC2020ITPI2014 Matrix -P LUMBER 5) All bearings are assumed to be SP No.2 crushing TOP CHORD 2x4 SP No.2 capacity of 565 psi. BOT CHORD 2x4 SP No.2 6) Refer to girder(s) for truss to truss connections, WEBS 2x4 SP No.3 7) Provide mechanical connection (by others) of truss to BRACING bearing plate capable of withstanding 177 Ib uplift at TOP CHORD Structural wood sheathing directly applied or joint 4, 17 Ib uplift at joint 5 and 168 Ib uplift at joint 6. 6-0-0 oc purlins. LOAD CASE(S) Standard BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 4= Mechanical, 5= Mechanical, 6=0-5-8 Max Horiz 6=314 (LC 12) Max Uplift 4=-177 (LC 12), 5=-17 (LC 12), 6=-168 (LC 12) Max Grav 4=155 (LC 19), 5=89 (LC 3), 6=419 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-426/208, 3-4=-169/96 BOT CHORD 2-6=-195/400, 5-6=0/0 WEBS 3-6=-326/447 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=42psf; BCDL=3.Opsf; h=25ft; Cat, Il; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-7-12, Interior (1) 1-7-12 to 6-11-4 zone; cantilever left exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component, 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. J. 5 (loc) I/deFl L/d PLATES 5-6 >962 240 MT20 5-6 >715 180 4 n/a n/a T31484338 GRIP 244/190 Weight: 261b FT = 20% Page: 1 ,Jv1ti111rftpoll �;`�►��v+Vlll.S LEE%S+iii .4 ' ',ENS. ori 34869 Z *� •.* M i � ' I, •�Ll�i loN.A E;; %% 11111 Juliur 1. ee PE \ir.94869 NtMk In-, DIIA Illfieh I15A FL(lers 6634 16023 Swiiioy Ridxc Rd- ('hrrlerneia. 14(] 63017 Dater ..... . September 6,2023 D* WARNING -Verity design parameters and READ NOTESslgn THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev 112/2023 BEFORE USE. MiTek' ❑avoid for use only with MiTek®connadtor9. Ttlis design n Indn is based only upon parameters shown, and is for aividuar5riildlrrg nCpo omnent, not a Inres system. Berom use, the building designer must verify the applicability of design parameters and pmperly Incorporale INS.de5ign Into the overall building design Bracing Indicated Is to proven) buckling of Individual truss web and/or cll0rd members only, Addlllonal lernparary and pamumenl bracing Is ahvays req vlred for stab8lfy and to prevent Collapse wilh you lble personal Injury and property damage For general guidance roganlrng the 16023 Swingley Ridge Rd. Iabitt lion, storage, do8very, eractlon and traclag or trusses and buss systoms, see ANS7TPI1 Quality Criteria and DSB-22 avagabIs from Truss Plate Institute (wwwJpinst.org) Cheslerfeld, MO 63017 and BCS) Building Corrlpurnnt Safely lydermadnn ovnilable from the Structural Building Component Association (www sbcscomponenls.com) 314 434 1200 /MiTek-US,com Job Truss 3537784 EJ15 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, J -L Truss Type Qty�.pjy, 1 Jack -Partial Girder 1 1 Job Reference (optional)_ Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:44 ID:yoegPgafq_7b919jsJdOivypYbw-RFC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 1-0-0 3-0-0 4-0-0 Special NAILED 4x8 = 812 3 8 9 4 r2 N 1 7 10 65 fid.= 2x4 it 3x4= Special NAILED T31484339 Nage: 1 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=0-5-8, 4= Mechanical, 5= Mechanical Max Horiz 2=164 (LC 8) Max Uplift 2=-260 (LC 8), 4=-131 (LC 4), 5=-103 (LC 8) Max Grav 2=372 (LC 15), 4=107 (LC 1), 5=177 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-377/239, 3-4=-1/0 BOT CHORD 2-7=-219/261, 6-7=-217/269, 5-6=0/0 WEBS 3-6=-308/248, 3-7=0/220 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 Ib uplift at joint 4, 260 Ib uplift at joint 2 and 103 Ib uplift at joint 5. 10) "NAILED" indicates 3-1 Od (0,148'x3") or 3-12d (0.148'x3,25') toe -nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 214 Ib down and 167 Ib up at 3-0-0 on top chord, and 51 Ib down at 3-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib/ft) Vert: 1-3=-54, 3-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3=4 (F), 7=-17 (F), 8=-2 (F), 10=-7 (F) ��Sfi111tf1►1 % N0 341869 w fi � .1400 INA± 'E %%�� Mins Lt -e PE.Na.74869 . M ITak Inv. 1)IJA RIM -1k i -SA 1'I Cell 61W1! 1602.7 SlvfnglrvRIdlir Rd- (1 ms rrl0d, EG11301.7 Dale: September 6,2023 A WARNING - Verify design parameters and READ NOTES 0 THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/212023 BEFORE USE. MiTek" Design valld for use ooly with MiTek® comlectma- Tlus doslpn Is based only upon Ommarers shown, and is fur no Individual bulMing eompon sill, notn lmu 5 system. Before use, the building designer must. v&I fy the applicability of d%Ign parameters and prope lty inoorhorale Ihls design info the overall bugding deslgn. Braotng indicaled Is 10. piovenl bu"Mre Of individual truss web ann+or chord members only- AdditIonel temporary arw permanent taaeing Is always roquirod For Mahllity and to pmvenr collapse with possible personal Injury and property damage. For general guidance regarding the 16023 Swingley Ridge Rd Fabdcallon, storage, dellvary, erection and brecIrQ of trusses and Iruss+ysrdms, see ANSUTPII Quality Criteria and DSB-22 available from Truss Plate Institute (www,tpinsLorg) Chesterfield, MO 63017 ane SCSI Building Component SafOty Information available from Ina Slrvuturaf Build Ing Component Association (www.sbcscomponents.com) 314,434.1200 1 MiTek-US com 3-1-12 _ 6-6-10 7-0-0 3-1-12 3-4-14 _ 1- 0-5-6 Scale = 1:35.8 Plate Offsets (X, Y): [3:0-5-12,0-2-0] — Loading (psf) Spacing 2-0-0 CSIDEFL in (loc) I/deb L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.01 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0,02 6-7 >999 180 BCLL 0.0' Rep Stress Incr NO WB 0A I Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -P Weight: 32 Ib FT = 20% 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=0-5-8, 4= Mechanical, 5= Mechanical Max Horiz 2=164 (LC 8) Max Uplift 2=-260 (LC 8), 4=-131 (LC 4), 5=-103 (LC 8) Max Grav 2=372 (LC 15), 4=107 (LC 1), 5=177 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-377/239, 3-4=-1/0 BOT CHORD 2-7=-219/261, 6-7=-217/269, 5-6=0/0 WEBS 3-6=-308/248, 3-7=0/220 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp D; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 Ib uplift at joint 4, 260 Ib uplift at joint 2 and 103 Ib uplift at joint 5. 10) "NAILED" indicates 3-1 Od (0,148'x3") or 3-12d (0.148'x3,25') toe -nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 214 Ib down and 167 Ib up at 3-0-0 on top chord, and 51 Ib down at 3-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib/ft) Vert: 1-3=-54, 3-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3=4 (F), 7=-17 (F), 8=-2 (F), 10=-7 (F) ��Sfi111tf1►1 % N0 341869 w fi � .1400 INA± 'E %%�� Mins Lt -e PE.Na.74869 . M ITak Inv. 1)IJA RIM -1k i -SA 1'I Cell 61W1! 1602.7 SlvfnglrvRIdlir Rd- (1 ms rrl0d, EG11301.7 Dale: September 6,2023 A WARNING - Verify design parameters and READ NOTES 0 THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/212023 BEFORE USE. MiTek" Design valld for use ooly with MiTek® comlectma- Tlus doslpn Is based only upon Ommarers shown, and is fur no Individual bulMing eompon sill, notn lmu 5 system. Before use, the building designer must. v&I fy the applicability of d%Ign parameters and prope lty inoorhorale Ihls design info the overall bugding deslgn. Braotng indicaled Is 10. piovenl bu"Mre Of individual truss web ann+or chord members only- AdditIonel temporary arw permanent taaeing Is always roquirod For Mahllity and to pmvenr collapse with possible personal Injury and property damage. For general guidance regarding the 16023 Swingley Ridge Rd Fabdcallon, storage, dellvary, erection and brecIrQ of trusses and Iruss+ysrdms, see ANSUTPII Quality Criteria and DSB-22 available from Truss Plate Institute (www,tpinsLorg) Chesterfield, MO 63017 ane SCSI Building Component SafOty Information available from Ina Slrvuturaf Build Ing Component Association (www.sbcscomponents.com) 314,434.1200 1 MiTek-US com Job Truss 3537784 EJ16 Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Truss Type Qty Ply Jack -Partial I 1 1Job Reference (optional) Run: 8,63 S Jul 28 2023 Print: 8,630 S Jul 28 2023 MiTek Industries, Inc. T e Sep 05 11:18:44 I D: BWh4llhJiIFJkPLRuil7ZpypYbn-R fC7PsB70Hg3NSgPgnL8w3ulTXbGK WrCDoi7J4ZJC7f 1.0.6-- — 5-0-0 2-0-0 - 5-0-0 Scale = 1:31,4 6) . This truss has been designed for a live load of 20 Opsf Plate Offsets (X, Y): (3:0-3-12,0-2-0] on the bottom chord in all areas where a rectangle Loading (psf) Spacing 812 20.0 Plate Grip DOL TCDL 8 Lumber DOL BCLL 0.0" 7 BCDL 10.0 Code BOT CHORD 2 9) Provide mechanical connection (by others) of truss to bracing. bearing plate capable of withstanding 52 Ib uplift at joint REACTIONS (size) 2=0-5-8, 4= Mechanical, 5= 4, 165 Ib uplift at joint 2 and 134 Ib uplift at joint 5. Mechanical "1 2x4at: Scale = 1:31,4 6) . This truss has been designed for a live load of 20 Opsf Plate Offsets (X, Y): (3:0-3-12,0-2-0] on the bottom chord in all areas where a rectangle Loading (psf) Spacing TCLL (roof) 20.0 Plate Grip DOL TCDL 7,0 Lumber DOL BCLL 0.0" Rep Stress Incr BCDL 10.0 Code I 5-1-12 j 5-1-12 06 = 3 9 I 6 2x4 it 1 7-0-0 1 1-10-4 FBC2020/TP12014 I Matrix - LUMBER 6) . This truss has been designed for a live load of 20 Opsf TOP CHORD 2-0-0 on the bottom chord in all areas where a rectangle CSI DEFL in 1.25 WEBS TC 058 Vert(LL) 0.26 1.25 180 BC 0.77 Vert(CT) -0.30 YES capacity of 565 psi. WB 0.10 Horz(CT) 0-16 FBC2020/TP12014 I Matrix - LUMBER 6) . This truss has been designed for a live load of 20 Opsf TOP CHORD 2x4 SP No.2 on the bottom chord in all areas where a rectangle BOT CHORD 2x4 SP No,2 3-06-00 tall by 2-00-00 wide will fit between the bottom WEBS 2x4 SP No.3 chord and any other members. BRACING 180 7) All bearings are assumed to be SP No.2 crushing TOP CHORD Structural wood sheathing directly applied or capacity of 565 psi. 6-0-0 oc purlins. 8) Refer to girder(s) for truss to truss connections BOT CHORD Rigid ceiling directly applied or 9-6-8 oc 9) Provide mechanical connection (by others) of truss to bracing. bearing plate capable of withstanding 52 Ib uplift at joint REACTIONS (size) 2=0-5-8, 4= Mechanical, 5= 4, 165 Ib uplift at joint 2 and 134 Ib uplift at joint 5. Mechanical LOAD CASE(S) Standard Max Horiz 2=247 (LC 12) Max Uplift 2=-165 (LC 12), 4=-52 (LC 8), 5=-134 (LC 12) Max Grev 2=326 (LC 1), 4=52 (LC 1), 5=189 (LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-157/86, 3-4=-1/0 BOT CHORD 2-6=-14/9, 5-6=0/0 WEBS 3-6=-217/323 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; 11=251L; Cat, 11; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 5-0-0. Exterior(2E) 5-0-0 to 6-11-4 zone;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. 1 5 T31484340 Page: 1 ����ti,<ttilttrttt . �v...... ti •,�(,EIVS,E mfr. 34869 ; Cr X • 40 �"till 11110'► .1 Mint Lre Y K No. 34869. SnTek lne PDA MiTek VSA H. ('rri 604 16023 lim N :lc.- R ldge Rd: Ulm, I rrIlr1d. ATO 6017 ❑atr� September 6,2023 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 112/2023 BEFORE USE i� Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not II a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building doslgn araci n0 indldnted is to prevent buckling of individual hvss wpb andlor ohord me miners only. AdduOon of lampora:y and permanent brer-Ing ek i5 always requlfad fat 5tabllily and 10 prevent Alla p5e wilh possIbIB persrm at injury and pmpedy demage Fo r pen Brnl g Vida nice rege fdMq I h a 16023 Swingley Ridge Rd- fAbricannn storage, delivery, erection and brach ig of Ind 55!5 arsd Im5s sysloms, sde ANSIFrPlt quality Crile ria and OSB -22 avall ebfe from Truss Pinto Institute (www.lpinst.org) Chesterfield, MO 63017 and BC 8I Building Component Safety inrgrmatlun avalEeble from the Slnlcil trot aulid Ing Comp mnl. Assacinllan (www.shcscnmponenls-com) 314.434.12001 MiTek-US.com (loc) I/deft L/d PLATES GRIP 2-6 >309 240 MT20 244/190 2-6 >270 180 4 n/a n/a Weight' 29 Ib FT = 20% ����ti,<ttilttrttt . �v...... ti •,�(,EIVS,E mfr. 34869 ; Cr X • 40 �"till 11110'► .1 Mint Lre Y K No. 34869. SnTek lne PDA MiTek VSA H. ('rri 604 16023 lim N :lc.- R ldge Rd: Ulm, I rrIlr1d. ATO 6017 ❑atr� September 6,2023 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 112/2023 BEFORE USE i� Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not II a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building doslgn araci n0 indldnted is to prevent buckling of individual hvss wpb andlor ohord me miners only. AdduOon of lampora:y and permanent brer-Ing ek i5 always requlfad fat 5tabllily and 10 prevent Alla p5e wilh possIbIB persrm at injury and pmpedy demage Fo r pen Brnl g Vida nice rege fdMq I h a 16023 Swingley Ridge Rd- fAbricannn storage, delivery, erection and brach ig of Ind 55!5 arsd Im5s sysloms, sde ANSIFrPlt quality Crile ria and OSB -22 avall ebfe from Truss Pinto Institute (www.lpinst.org) Chesterfield, MO 63017 and BC 8I Building Component Safety inrgrmatlun avalEeble from the Slnlcil trot aulid Ing Comp mnl. Assacinllan (www.shcscnmponenls-com) 314.434.12001 MiTek-US.com Job Truss Truss Type Qty -1 3537784 EJ17 Jack -Partial 2 1 731484341 !!! Job Reference [optional) Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul _ 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:45 Page: 1 ID:yoegPgafq_7b919jsJdOivypYbw-RfC7PsB70Hg3NSgPgnLBw3ulTXbGKWrCDoi7J4zJC7f 3-0-0 1.0-0 3-0-0 12 8 F_ 3 5 n co D A N I� O - 1 4 2x4 = 3-0-0 Scale = 1:23 8 Loading (psf) I Spacing 2-0-0 i CSI DEFL In (loc) Weil L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1,25 TC 0.20 Vert(LL) 0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 008 Verl(CT) -0.01 2-4 >999 180 BCLL 0.0` Rep Stress Incr YES WE 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code _ FBC2020/TPI2014 Matrix -P I Weight: 12 Ib FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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) 2=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=160 (LC 12) Max Uplift 2=-96 (LC 12), 3=-100 (LC 12) Max Grav 2=188 (LC 1), 3=77 (LC 19), 4=54 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-106/72 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. ll; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component, 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi 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 Ib uplift at joint 3 and 96 Ib uplift at joint 2. LOAD CASE(S) Standard {1111111��� No 34869 ,.� DR,io, Jilhim Lee PENo.•34869 G 5,1f70, rnr. b iA N)ITclr CSA F;LC:ert 6634 160:3 5n9nFlry Ridge R.I. l'Ile.lesfirLl, ifn 53017 fyate: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1/212023 BEFORE USE. Design valid for use only with MiTek® connectors. This tlesign is based only upon parameters shown, and is for an Individual building component, not MiTek' a truss system. Befom use, the building designer must verify the applicability ofdesign parameters and properly incorporate this design into the overall building design Bracing indkaled is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required far stablilty and Ie rrevom conapse widiy6s0ible personal Injury and Wnpany damage For genaral.guldanco rogerrling the 16023 Swingley Ridge Rd fabrication, elor%e, delivery, erecllon and breclog of Irusses and truss sytMims, see ANSJ4Pl1 "I'Ity Crltesfa.and D38.22 avalfable from Truss Plate Institute (www.tptnst org) Chesterfield, MO 63017 and SCSI Building Component safety Information available from Ih6 Slnrdlirral Bulkling Componont Associnllon (w .sbcscomponents.com) 314.434.1200 1 MITek-US.com Job Truss Truss Type Qty Ply L3537784 EJ18 Jack -Partial 2 1 i Jab Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:18:45 ID:sk8TovMdYz4JhSquX22Ta7ypYuH-RfC7PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f 1-0-0 _ 2-6-0 1-0-0 2-6-0 Scale = 1:23 Loading (psf) Spacing TCLL (roof) 12 Plate Grip DOL TCDL 7.0 Lumber DOL BCLL 8 F Rep Stress Incr – — 10.0 Code 3 5 dr Cl) 06 .2 CV n o L _ '1 1 j I 4' 2x4 = Scale = 1:23 Loading (psf) Spacing TCLL (roof) 20.0 Plate Grip DOL TCDL 7.0 Lumber DOL BCLL 0.0' Rep Stress Incr BCDL 10.0 Code 2-0-0 1.25 1.25 YES FBC LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=0-5-8, 3= Mechanical, 4= Mechanical Max Horiz 2=140 (LC 12) Max Uplift 2=-95 (LC 12), 3=-76 (LC 12) Max Grav 2=173 (LC 1), 3=56 (LC 19), 4=44 (LC 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-83164 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-16; Vult=130mph (3 -second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp D; Enclosed; MWFRS (envelope) exterior zone and C -C Exterior(2E) -1-1-0 to 1-11-0, Interior (1) 1-11-0 to 2-5-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6) Refer to girder(s) for truss to truss connections, L 2-6-0 CSI DEFL in TC 0.20 Vert(LL) 0.00 BC 0.05 Vert(CT) 0.00 WB 0.00 Horz(CT) 0.00 2020/TP12014 Matrlx-P 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 Ib uplift at joint 3 and 95 Ib uplift at joint 2. LOAD CASE(S) Standard 9 N (loc) I/deft t L/d PLATES 2-4 >999 240 MT20 2-4 >999 180 3 n/a n1a T31484342 GRIP 244/190 Weight: 10 lb FT=20% ►�{tillll►►! i•.•���yE,IUS �EF���i •'�*' Page:1 GEN S ' �`'■ ■*■ ••t,1 L�'••,� 34869 •. �? `■ .r rr-fit Al {E ••• Juliu, Ler PF':Nn. 34R6� I ,y3Tek 6rc.111Sd �f i7eklSA >' 1. ('erl 8634 16023 S,,lugIVRldgcRd:C-6sIe Td. lfO63017 Date;. .. .. September 6,2023 ,A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1/212023 BEFORE USE. iTek" Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and is for an individual building component, notI a truss system. Before use, the building dmdVuer must verify the applicability of design parameters and properly Incorporate this design into the overall building design Bracing Indicated is to pfovpnl buckling of individual Truss web and/or chord members only. Adddlonal temporary and permanent bracing M Is always raqurred for slatikdy and to provenl collapse with possible personal Injury and property damage. For general guidance repldlfm the 16023 Swingley Ridge Rtl. flrbdcativn, storage, delivery, arpdron and brapinq v1 Iru55.es and Truss systems, sop ANSIrrPl1 Oualily Crlterka add DSB-22 avpllilhl6 from Truss Plate Institute (www Ipinsl org) Chesterfield, MO 63017 and SCSI Bugding Component Safety Information avmYable from the 5lructurat Building Component Association (www sbcscomponents.com) 314.434.1200 1 MiTek-US.com Job Truss Truss Type Qty Ply 3537784 F-0.1 Floor Supported Gable 1 1 T31484343 _ Joh Reference o tiona,�_ Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8.63 S Jul 28 2023 Print: 8,630 S Jul 28 2023 MiTek Industries, Ina Tue Sep 05 11:18:45 Page: 1 I D: El m3iYDpBOIShchsx65b1 JypML-RfC7PsB70Hg3NSgPgnLBw3ulTXbGKWrCDoi7J4zJC7f 1-3-0_� 0-1-8 _ 19-9-8 - - - 04+ 3x6 FP 3x4= 3x4 if. 3x4••. 3x4= i 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 _ - - - - - A 0 0 N N 39 :- 20 - 38 37• 36 35 34 33 32 31 30 29 28 2726 25 24 23 22 21 3x6 ` 3x6 FP 3x4- 1-6-0 0-I1-8 H _ 2450 - 0-1-8 22-11-0 1-4-8 Scale = 1:43.3 Plate Offsets (X, Y): [3:0-1-B,Edge], [18:0-1-8,Edge] Loading (psf) Spacing 1-4-0 CSI DEFL In (loc) /deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1 00 TC 0 29 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0 07 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0 31 Horiz(TL) 0.00 20 n/a n/a BCDL 5.0 Code FBC2020/TP12014 Matrix -S Weight: 136 Ib FT = 20%F, 11%E LUMBER BOT CHORD 38-39=0/0, 37-38=-94/0, 36-37=-94/0, TOP CHORD 2x4 SP No.2(flat) 35-36=-94/0, 34-35=-94/0, 33-34=-94/0, BOT CHORD 2x4 SP No.2(flat) 32-33=-95/0, 31-32=-95/0, 30-31=-95/0, WEBS 2x4 SP No.3(flat) 29-30=-95/0, 28-29=-95/0, 26-28=-95/0, OTHERS 2x4 SP No.3(flat) 25-26=-95/0, 24-25=-95/0, 23-24=-95/0, BRACING 22-23=-95/0, 21-22=-95/0, 20-21=-95/0 TOP CHORD Structural wood sheathing directly applied or WEBS 2-38=-116/0, 1-38=-976/0, 3-38=-830/0, 10-0-0 oc purlins, except end verticals, 3-37=0/642,18-20=0/160.18-21=-216/0, BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 4-36=-88/0, 5-35=-91/0, 6-34=-87/0, bracing, Except: 7-33=-89/0, 8-32=-92/0, 9-31=-88/0, 10-0-0 oc bracing: 38-39. 10-30=-89/0,11-29=-89/0.12-28=-89/0, REACTIONS (size) 20=22-11-0,21=22-11-0. 13-26=-89/0, 14-25=-89/0, 15-24=-88/0, 22=22-11-0.23=22-11-0, 16-23=-91/0,17-22=-8010 24=22-11-0, 25=22-11-0, NOTES 26=22-11-0, 28=22-11-0, 1) Unbalanced floor live loads have been considered for 29=22-11-0, 30=22-11-0, this design. 31=22-11-0, 32=22-11-0, 2) All plates are 1.50 MT20 unless otherwise indicated. 33=22-11-0, 34=22-11-0, 3) Truss to be fully sheathed from one face or securely 35=22-11-0, 36=22-11-0, braced against lateral movement (i e. diagonal web). 37=22-11-0, 38=22-11-0 4) Gable studs spaced at 1-4-0 oc.���► 1 i s LE •��f Max Uplift 20=-118 (LC 3), 37=-642 (LC 3) 5) All bearings are assumed to be SP No.2 crushing *� so- . fr Max Grav 20=16 (LC 4), 21=226 (LC 1), capacity of 565 psi.■■, ,•'\ G•E No' �•. �I� 22=88 (LC 1), 23=100 (LC 4), 6) Provide mechanical connection (by others) of truss to ■ F • 24=97 (LC 1), 25=98 (LC 4), 26=98 bearing plate capable of withstanding 118 Ib uplift at joint N 34869 (LC 1), 28=98 (LC 1), 29=98 (LC7) 10/and 642 Ib uplift at joint 37. + * : • •: * r. 4), 30=98 (LC 1), 31=97 (LC 4), 32=100 (LC 1), 33=98 (LC 4), 8) Recommend 2x6 strongbacks, on edge, spaced at r- 34=96 (LC 1), 35=99 (LC 1), 36=99 10-00-00 oc and fastened to each truss with 3-10d ^ : Q (LC 1), 37=-80 (LC 4), 38=1571 (0.131"X 3") nails Strongbacks to be attached to walls f� L(► (LC 1) at their outer ends or restrained by other means. 00.. • FORCES (Ib) - Maximum Compression/Maximum 9) CAUTION, Do not erect truss backwards. .0 Q;•', ■■■ Tension LOAD CASE(S) Standard TOP CHORD 1-39=-2/2, 19-20=-38/0, 1-2=0/594, 1) Dead + Floor Live (balanced): Lumber Increase=1.00, rf". 0 A>y %%% 2-3=0/594, 3-4=0/94, 4-5=0/94, 5-6=0/94, Plate Increase=1.00 6-8=0/95, 8-9=0/95, 9-10=0/95, 10-11=0/95, Uniform Loads (Ib/ft) -14=0/95, Vert: 20-39=-7,1-19=-67 11-12=0/95, 12-13=0/95, 13 Julia• I.rr 1rk:,o.348Ra �1i'F'ek Irre. U3S.► �131'ek l'S1 11. Cert 8633 14-15=0/95, 15-16=0/95, 16-17=0/95, Concentrated Loads (lb) 1601d 5ningleyRldgc Rd: C imlerneld, AID 6.3617 17-18=0/95, 18-19=0/0 Vert: 1=-740 Dale: September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 11212023 BEFORE USE. MiTek 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 andlor 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 16023 Swingley Ridge Rd fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinsl org) Chesterfield, MO 63017 and BCSI Building Component Safety Information available from the Structural Building Component Association (www,sbcscomponents.com) 314 434 1200 / MiTek-US com Job (psf) Truss Truss Type Qty Ply DEFL in (Ioc) 3537784 L/d F02 Floor 40.0 4 q TC 731484344 14-16 >843 360 MT20 244/190 TCDL _ Job Reference (optional) 1.00 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 14-16 _ Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:46 Page: 1 BCLL 0.0 ID:gcgmhFXVOhJkbksEaY749_ypWy6-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f NO WB 1-3-0 13 n/a n/a BCDL 5.0 2-0-B _ FBC2020(TPI2014 Matrix -S 3x4 - Weight: 135 lb FT = 20%F, 1 I%E LUMBER 3x4= 3x6 FP 1) Dead + Floor Live (balanced): Lumber Increase=1.00, 1.5x3 = 3x4 i 3x6 = 1.5x3 it 1,50 n 1.5x3 a 3x4• 1.5x3 n 44 = 1.5x3 n TOP CHORD 1 2 3 2). 4 5 6 7 8 9 10 11 12 �- � BOT CHORD 2x4 SP No.2(flat) of d Uniform Loads (Ib/Ft) WEBS 2x4 SP No.3(flat) o N l OTHERS 2x4 SP No.3(flat) � CA 20f 1` _ FT BRACING 13 1,5x3= 19 18 17 16 15 14 3x8 = 3x4 = 3x4 = 3x6 FP 3x8= 3x4 = 1.5x3 n 3x6= 1-6-0 0_li 8 1-�I12 11 24-5-0 11 0-1-8 0-2-12 22-8-4 1-4-8 Scale = 1:43.3 Plate Offsets (X, Y): [16:0-1-8,Edge], [17:0-1-8,Edge) Loading (psf) Spacing 1-4-0 CSI DEFL in (Ioc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1,00 TC 1.00 Vert(LL) -0.32 14-16 >843 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT) -0.42 14-16 >656 240 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(CT) 0.06 13 n/a n/a BCDL 5.0 Code _ FBC2020(TPI2014 Matrix -S Weight: 135 lb FT = 20%F, 1 I%E LUMBER 1) Dead + Floor Live (balanced): Lumber Increase=1.00, TOP CHORD 2x4 SP No.2(flat) Plate Increase=1,00 BOT CHORD 2x4 SP No.2(flat) Uniform Loads (Ib/Ft) WEBS 2x4 SP No.3(flat) Vert: 13-20=-7,1-12=-67 OTHERS 2x4 SP No.3(flat) Concentrated Loads (lb) BRACING Vert: 1=-570 TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. REACTIONS (size) 13=0-3-8, 19=0-5-8 Max Grav 13=822 (LC 4), 19=1549 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=-10/0, 12-13=-68/0.1-2=0/466. 2-3=0/467, 3-4=-1696/0, 4-6=-1696/0, 6-7=-2450/0, 7-8=-2450/0, 8-9=-2450/0, 9-10=-1758/0, 10-11=-175810.11-12=0/0 BOT CHORD 19-20=0/0, 18-19=-1501925,17-18=0/2191, 16-17=0/2450, 14-16=0/2227, 13-14=0/1012 WEBS 2-19=-161/0,1-19=-761/0,3-19=-1315/0. 11-13=-1254/0, 3-18=0/1006.11-14=01925, 4-18=-172/0, 10-14=-162/0, 6.18=-662/0, 9-14=-581/0, 6-17=0/597, 9-16=-99/477, 7-17=-247/0, 8-16=-202/6 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x3 MT20 unless otherwise indicated. 3) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard ��. ."OF NS;. �+ '348.69 ►Q•' I �lJi Su liui l.ce PE An. 34869 hlil-rk [nc. f1Ti,>, 111Te1c i'S,1 FLt:en 6bJ4. 16023 Swiuglry RldI;e Ati. ('he.lrvnrld, M0 63017 Onle: September 6,2023 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1/2/2023 BEFORE USE. Desrgn veld for use ony with MiTea Connectors. Thin design is based only upon paramelere shown, and ls for an Inrtivk*rI building norrlpnneld, not MiTek"' a dues system. Before use, the butdlryr designer mull vedfy the applicability of design parameters end property Incorpofale Ihls dg5gn into the overall building design. Braeing indicated is to pmvolll buckling of Individual truss web and/or thorn members only. Addlllunal tompofary and parmanenl bracing is alwnys required for Mabglty and to prevent collapse will; I)=! his persuaal intury and prepedy damage For general guidance regarding the 16023 Swingley Ridge Rd fabdra5rm, slarege, delivery, erocrlon and braclau of Irucses and truss systams, sea ANSIITPII Quality Criteria and DSB-22 available from Truss Plate Institute (www.lpinsl.org) Chesterfield, MO 63017 and SCSI Building Component safely Informallvn avallahre from the 5inirjunaf Bwlding Component Association (www sbcscomponenls.com) 314.434.1200 / MiTek-US.com J.0 Truss Truss Type 3537784 F03 Floor Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, _1301 Qty Ply 8 _ 1.1 _. Jnh. Reference..(opl}pnal): — Run: 8.63 S Jul 28 2023 Print: 8 630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:47 I D:8DD?5QwdDPObU7Om8 WcQigypWr9-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f �2 15 T31484345 Page:1 0-1i-8 3x6 FP 3x4 3x411 4x6+• Ix4 3x4= 3x4= 4x6= 11 2 3 4 5 6 7 8 9 10 11 12 N O 22 1"�-14220 19 18 17 1621 15 3x8 4x8 = 3x4 = 3x6 = 4x6 = 3x6 = = MT20HS 3x12 FP 1-6-0 0-1-81-8-12 27-4-7 0-1 66 0-2-12 - - - - - - - 25-7-11 -1 1-4-8 Scale = 1:47,8 Plate Offsets (X, Y): [7:0-1-8,Edge]. [18:0-1-8,Edge] Loading (psf) FSpacing 1-4-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 11ert( .L) -0.35 16-17 >875 360 MT20HS 187/143 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(CT) -0,46 16-17 >663 240 MT20 244/190 BCLL 00 Rep Stress Incr NO WB 0.56 Horz(CT) 0,07 14 n/a n/a BCDL 5.0 Code FBC2020rrP12014—Matrix-S Weight: 153 Ib FT-20%F,1}'%E LUMBER 5) Recommend 2x6 strongbacks, on edge, spaced at TOP CHORD 2x4 SP 285OF 2.0E or 2x4 SP M 31(flat) 10-00-00 oc and fastened to each truss with 3-10d BOT CHORD 2x4 SP 285OF 2.0E or 2x4 SP M 31 (flat) (0.131"X3") nails. Strong backs to be attached to walls WEBS 2x4 SP No.3(flat) at their outer ends or restrained by other means. OTHERS 2x4 SP No,3(flat) 6) CAUTION, Do not erect truss backwards, BRACING LOAD CASE(S) Standard TOP CHORD Structural wood sheathing directly applied or 1) Dead + Floor Live (balanced): Lumber Increase=1.00, 6-0-0 oc purlins, except end verticals. Plate Increase=1.00 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc Uniform Loads (Ib/ft) bracing, Except: Vert: 14-22=-7,1-13=-67 6-0-0 oc bracing: 20-21. Concentrated Loads (Ib) REACTIONS (size) 14=0-4-15, 21=0-5-8 Vert: 1=-570 Max Grav 14=925 (LC 4), 21 =1 651 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-22=-14/0, 13-14=-68/0, 1-2=0/465, 2-3=0/465, 3-4=-1980/0, 4-5=-1980/0, 5-6=-3083/0, 6-7=-3083/0, 7-8=-3067/0, { { { 1110+, It, 11 8-9=-30670, BOTCHORD 21-22=0/0,/ 1 22 0/0/20-211=-118/18068118-20=012621, ,�`112-13=-2/0ti��}...... ►f`��! 17-18=0/3083, 16-17=0/3083, 15-16=0/2677,�� '••�C E N'3'. • • �► 14-15=0/1181 i •� L' ��. WEBS 2-21=-164/0, 1-21=-759/0, 3-21=-1480/0, 34869 3-20=0/1175, 4-20=-183/0, 5-20=-838/0, + * f •� 5-18=0/806, 6-18=-312/0, 12-14=-1448/0, 12-15=0/1099, 11-15=-171/0, 9-15=-755/0, 9-16=0/482, 8-16=-272/5, 7-16=-394/356, w ' 7-17=-165/64 ►� ' •' NOTES 1) Unbalanced floor live loads have been considered forOlffi • : '�� R 1•d,•'��,% this design. �� S • • • `% 2) All plates are MT20 plates unless otherwise indicated. {I� 0� j�� E "A", 3) All plates are 1.5x3 MT20 unless otherwise indicated. `�►�t1111 {{{1{{� 4) All bearings are assumed to be SP 285OF 2.0E or M 31 Juliu. Ire PE.No. 34H69. crushing capacity of 805 psi. MITrk In, I313A M1'rk t :NA F). Cerl 66314 $6023 Kwinklvy iWlty lid. Chesterfield. X10 43017 Didw September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 112/2023 BEFORE USE. W I Design valid for use only with MITekdsl connectors. This design is based only upon parameters shown, and is for an individual building component, not MiTek 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 16023 Swingley Ridge Rd, fabrication, storage, delivery, erection and bracing or trusses and truss systems, see ANSIrrPl1 Quality Criteria and DSB-22 available from Truss Plate Institute (wwwArninst.org) Chesterfield, MO 63017 and BCSI Building Component Safety Information available from the Slruclural Building Component Association (www.sbcscomponenls.com) 314.434,12001 MiTek-US,com Jab Truss I Truss Type 3537784 F04 Floor Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, -I 0-1-8 2-6-0 3x6 FP 3x4= 3x411 4x6= 2 3 4 O f 27 3x6 n 6x6 = 1-6.0 0.1-8 1-8-12 l 0-1-8 0-2-12 1-4-8 5 I� 26 6x8 = 11-4-7 9-7-11 Qty ply. 2 ,] T31484346 Jobference Re(optional) Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc- Tue Sep 05 11:18:48 Page: 1 I D:13XLBhifaZ7nN HwKuJ_hPKyp WVU-RfC7PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f 1--7-8. -1 1 178 1 i1-30 �30 2-1-0 1 3 0 1-0-7 0-1-8 4x6¢ 3x4= 3x4a 3x6= 10x12= 5x6= 6 7 8 9 10 11 13 14 15 8. 4 i 1 I � I � - C? C2 -I - 1 A 2524 23 22 21 20 19 18 C iT 3x6 FP 3x6 n 3x6 FP 5x6 n 4x6 n 3x6 n 3x6 u 4x6 n 21-1-0 9-8-9 Scale = 1:49.5 Plate Offsets (X, Y): [10:0-1-8,Edge], [15:0-1-8,Edge], [18:0-3-0, Edge], [20:0-3-0. Edge), [24:0-3-0, Edge], [29:0-1-8,0-0-8] Loading (psf) Spacing TCLL 40.0 Plate Grip DOL TCDL 10.0 Lumber DOL BCLL 0.0 Rep Stress Incr BCDL 5.0 1 Code 1-4-0 1.00 1,00 NO FBC LUMBER TOP CHORD 2x4 SP No.2(flat) 'Except" 12-16:2x4 SP No. l (flat) BOT CHORD 2x4 SP 285OF 2.0E or 2x4 SP M 31 (flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 6-0-0 oc bracing: 26-27. REACTIONS (size) 17=0-4-15, 27=0-5-8 Max Grav 17=927 (LC 4), 27=1649 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-28=-33/0, 16-17=0/106, 1-2=0/473, 2-3=0/474, 3-5=-2021/0, 5-6=-2021/0, 6-7=-3168/0, 7-8=-3168/0, 8-9=-3168/0, 9-10=-2799/0, 10-11=-78/0, 12-13=-3192/0, 13-14=-1404/0, 14-15=-1404/0, 15-16=0/0 BOT CHORD 27-28=0/0, 26-27=-121/1099, 24-26=0/2710, 23-24=0/3168, 21-23=0/3122, 20-21=0/3163, 19-20=0/2322, 18-19=0/1404, 17-18=0/1363 WEBS 2-27=-161/0, 1-27=-75610,13-20=0/1306, 15-17=-1970/0,13-19=-1387/0, 14-19=0/154, 15-18=0/1021, 3-27=-1491/0, 3-26=0/1171, 5-26=-171/0, 6-26=-897/0, 6-24=0/772, 7-24=-197/0, 10-21=0/493, 9-21=-400/0, 9-23=-263/61, 8-23=-120/0,10-12=-279610, 12-21=-466/0, 12-20=-607/0, 11-12=-45/0 NOTES 1) Unbalanced Floor live loads have been considered for this design. 2) All plates are 1 5x3 MT20 unless otherwise indicated. 3) All bearings are assumed to be SP 285OF 2,0E or M 31 crushing capacity of 805 psi CSI DEFL TC 0.90 Vert(LL) BC 0.72 Vert(CT) WE 0.66 Horz(CT) 2020/TP12014 Matrix -S 4) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-1 Cd (0.131"X3") nails. Strong backs to be attached to walls at their outer ends or restrained by other means 5) CAUTION, Do not erect truss backwards LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (Ib/ft) Vert: 17-28=-7, 1-11=-67,12-16=-67 Concentrated Loads (lb) Vert: 1=-570 6x8 = 27-4-7 -- —— 6-3-7 -- in (loc) I/deFl L/d PLATES GRIP 0.39 21-23 >782 360 MT20 244/190 0.54 21-23 >567 240 0.03 17 We n/a Weight: 193 Ib FT = 20%F, 11%E �`���•�0-lus LFF�irrf • I �. •'t NS �. 3486.9• Q ��• � :� SLI►` 01 J.H., f,le PE Cin. $41W N1 11 elk hic.IMA Al Idi't SA if C-1 <, r.14 16023 Smnglry Ridge Rd. [T,�Avrftr W, �r[1 634117 bale; September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev 112/2023 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon paramelers shown, and is for an individual building component, not MiTek' 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 16023 Swingley Ridge Rd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.lpinsl,org) Chesterfield, MO 63017 and BCSI Building Component Safety lnformafion available from the Structural Building Component Association (www-sboscomponents,com) 314.434-12001 MiTek-US.com Job — – Truss. 3537784 F05: Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 1-3 OII8 26-0 3x4 = 1.5x3 = 3x4 u 1- 2 1 CS 0 N 20 1.5x3= 1g 1.5x3 it 3x8+ 1-6-0 0-1-8 1- -12 0-1-8 0-2-12 1-4-8 Truss Type Qt I Ply Y Floor — 3 11 I Job Reference (ooptional Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:48 ID:OKAf MW?jAGg4WRoPJQY5zypWD-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 3x6 FP 3x6= 1-5x3 it 3 4 5 1 18 3x8 = Scale = 1:42 7 Plate Offsets (X, Y): [16:0-1 -8. Edge], (17:0-1-8,Edge] 1-7-8 T31484347 3x4= 1,5x311 1.5x311 3x4= 15x311 04= 1,5x3n 6 7 8 9 10 11 12 Ltd — PLATES GRIP TCLL 40-0 Plate Grip DOL 1.00 TC 0 81 Vert(LL) -0.25 14-16 >999 360 MT20 244/190 17 16 15 14 3x4= 3x4= 3x6 FP 3x8- 3x4= 24-0-0 22-3-4 Loading (psf) Spacing 1-4-0 I CSI I DEFL in (loc) I/deft Ltd — PLATES GRIP TCLL 40-0 Plate Grip DOL 1.00 TC 0 81 Vert(LL) -0.25 14-16 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(CT) -0.34 14-16 >794 240 BCLL 0.0 Rep Stress Incr NO WB 0 47 Horz(CT) 0.06 13 n/a n/a BCDL 5.0 Code FBC2020ITP12014 I Matrix -S Weight: 133 ib FT = 20%F, 11%E LUMBER 6) CAUTION, Do not erect truss backwards TOP CHORD 2x4 SP No.2(flat) LOAD CASE(S) Standard BOT CHORD 2x4 SP No.2(flat) 1) Dead + Floor Live (balanced): Lumber Increase=1.00, WEBS 2x4 SP No.3(flat) Plate Increase=1.00 OTHERS 2x4 SP No.3(flat) Uniform Loads (Ib/ft) BRACING Vert: 13-20=-7,1-12=-67 TOP CHORD Structural wood sheathing directly applied or Concentrated Loads (lb) 6-0-0 oc purlins, except end verticals Vert: 1=-570 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19 REACTIONS (size) 13= Mechanical, 19=0-5-8 Max Grav 13=806 (LC 4), 19=1535 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=-9/0, 12-13=-68/0, 1-2=0/467, 2-3=0/467, 3-4=-1654/0, 4-6=-1654/0, 6-7=-2364/0, 7-8=-2364/0, 8-9=-2364/0, 9-10=-1716/0, 10-11=-1716/0, 11-12=0/0 BOT CHORD 19-20=0/0, 18-19=-154/904, 17-18=0/2129, 16-17=0/2364, 14-16=0/2165.13-14=0/991 WEBS 2-19=-161/0, 1-19=-762/0, 3-19=-1291/0, 11-13=-1227/0, 3-18=0/981, 11-14=0/899, 4-18=-171/0, 10-14=-162/0, 6-18=-639/0, 9-14=-556/0, 6-17=0/551, 9-16=-113/436, 7-17=-223/0, 8-16=-180/8 NOTES 1) Unbalanced Floor live loads have been considered for this design. 2) All plates are 1-5x3 MT20 unless otherwise indicated, 3)Bearings are assumed to be: Joint 19 SP No.2 crushing capacity of 565 psi, Joint 13 SP No.3 crushing capacity of 565 psi. 4) Refer to girder(s) for truss to truss connections. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. '..%,yy11f11111ri,.. US AFF r,.f� ��� . •,: ENS • /moi lo Ido 34869- 0 (� . ''S3�QNAL,�t 10.��., l ull— l .rr P K No. 34861) 1 li'I'ek lnc.116A NIJ!'ek,um Iq. ('ert riO4, I G 023 Swiagif; • R idgo Rd. C kcr l rifle] d. 110 63017' September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev- 1/2/2023 BEFORE USE. MiTeka Design valid for use only with MITek® connectors, This design Is based only upon parameters shown, and is for an individual building component, not e truss system, Before use, the building designer must verify the applicability ofdesign parameters and properly incorporate this design into the overall building design Bracing indicated Is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing 15 ahyays required for siab6lty and to prd vont collapse with possible personal IpNry and pfopo dy damage Forgenaral guldonce fegardln0 the 16023 Swingley Ridge Rd Imbrication, slorage, delfwfy, ereellori and bfsoing of lruSSa5 and truss systems, see ANS1rrPN Quitfity Crkarla and DSS -22 avauable from Truss Plate Institute (www.tpinslorg) Chesterfield, MO 63017 and BC81 Beifding Cvmpn nem Safely IMormatlan avadat7le from Iha SlnOural Bulluing Component AswWallun (www.sbwwmpOnpnts.com) 314 434 1200 1 MiTek-US cont Job Truss Truss Type Qty ply 3537784 F06 Floor Supported Gable 1 t Job`R731484348 Bier[ttige (optional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8 63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Ind Tue Sep 05 11:18:49 Page: 1 I D: VyUtAONbSUfpYBCOQfBfLRypWip-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrC Doi7J4zJC?f P1 :!370- 1 0-1-8 1 19-4-8 4x4; 3x4 3x4 n 3x6 FP 3x4 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 0 N I N 40 .. l 39 38 37 36 35 34 33 32 31 30 29 2827 26 25 24 23 22 3x6= 3x6 FP 3x4= 1-6-0 0-1-8 -- - 24-0-0 - - - 0-1-8 22-6-0 1-4-8 Scale = 1:42.7 Plate Offsets (X, Y): [3:0-1-8,Edge]. [19:0-1-8,Edge] - - Loading (psf) I Spacing 1-4-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vent(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1 00 BC 0.07 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horiz(TL) 0.00 21 n/a n/a BCDL 5.0 Code FBC2020/TP12014 Matrix -S Weight: 135 lb FT 20%F, 11%E LUMBER BOT CHORD 39-40=0/0, 38-39=-96/0, 37-38=-96/0, TOP CHORD 2x4 SP No.2(flal) 36-37=-96/0, 35-36=-96/0, 34-35=-96/0, BOT CHORD 2x4 SP No.2(flat) 33-34=-96/0, 32-33=-96/0, 31-32=-96/0, WEBS 2x4 SP No.3(flat) 30-31=-96/0, 29-30=-96/0, 27-29=-96/0, OTHERS 2x4 SP No.3(flat) 26-27=-96/0, 25-26=-96/0, 24-25=-96/0, BRACING 23-24=-96/0, 22-23=-96/0, 21-22=-96/0 TOP CHORD Structural wood sheathing directly applied or WEBS 2-39=-116/0, 1-39=-976/0, 3-39=-825/0, 10-0-0 oc purlins, except end verticals. 3-38=0/640, 19-21=0/163, 19-22=-204/0, BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 4-37=-88/0, 5-36=-90/0, 6-35=-89/0, bracing, Except: 8-34=-89/0, 9-33=-89/0, 10-32=-89/0, 10-0-0 oc bracing: 39-40. 11-31=-89/0,12-30=-89/0, 13-29=-89/0, REACTIONS (size) 21=22-6-0, 22=22-6-0, 23=22-6-0, 14-27=-89/0, 15-26=-89/0, 16-25=-88/0, 24=22-6-0, 25=22-6-0, 26=22-6-0, 17-24=-93/0, 18-23=-64/0 27=22-6-0, 29=22-6-0, 30=22-6-0, NOTES 31=22-6-0, 32=22-6-0, 33=22-6-0, 1) Unbalanced floor live loads have been considered for 34=22-6-0, 35=22-6-0, 36=22-6-0, this design. 37=22-6-0, 38=22-6-0, 39=22-6-0 2) All plates are 1.5x3 MT20 unless otherwise indicated. Max Uplift 21=-119 (LC 3), 38=-640 (LC 3) 3) Truss to be fully sheathed from one face or securely Max Grav 21 =1 7 (LC 4), 22=212 (LC 1), braced against lateral movement (i.e. diagonal web). 23=70 (LC 1), 24=103 (LC 4), 4) Gable studs spaced at 1-4-0 oc. ►►►► 0us L �t/t 25=97 (LC 1), 26=98 (LC 4), 27=98 5) All bearings are assumed to be SP No.2 crushing tit jv FE ttt: (LC 1), 29=98 (LC 4), 30=98 (LC capacity of 565 psi. .yti ,•'�G N �+'•. �i� 1), 31=98 (LC 4), 32=98 (LC 1), 6) Provide mechanical connection (by others) of truss to 4 F •• 33=98 (LC 4), 34=98 (LC 1), 35=98 bearing plate capable of withstanding 119 Ib uplift at joint (LC 4), 36=98 (LC 1), 37=99 (LC 21 and 640 Ib uplift at joint 38. ; • '34869 1), 38=-78 (LC 4), 39=1567 (LC 1) FORCES (lb) - Maximum Compression/Maximum 8) Recommend 2x6 strongbacks, on edge, spaced at Tension 10-00-00 oc and fastened to each truss with 3-1 Old TOP CHORD 1-40=-2/2, 20-21=-39/0, 1-2=0/594, (0.131"X 3") nails. Strongbacks to be attached to walls Si 441 2-3=0/594, 3-4=0/96, 4-5=0/96, 5-6=0/96, at their outer ends or restrained by other means. ❑ [[� 6-8=0196, 8-9=0/96, 9-10=0/96, 10-11=0/96, 9) CAUTION, Do not erect truss backwards. ��,T •� Q'•.'�_'�� 11-12=0/96, 12-13=0/96, 13-14=0/96, LOAD CASE(S) Standard •j R ; �* 14-15=0/96, 15-16=0/96, 16-17=0/96, 1) Dead + Floor Livebalanced) : Lumber Increase=1,00, ► tt ••�� %%► 17-18=0/96, 18-19=0/96, 19-20=0/0 Plate Increase=1. 0 It',,`Qll Ay{► {►► Uniform Loads (Ib/ft) rails, Vert: 21-40=-7, 1-20=-67 I.rr 1'N..�n. :14869 STIT'ck Inr. t3HA yliTak i rtiA F7. l:rr1 66AConcentrated Loads (Ib) 16073 SM-Ovy Ridge Rd: Chrrlernrld, N1e7 03017 Vert: 1=-740 n4 r: September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 112/2023 BEFORE USE. MiTek" 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 prevaol buckling of individual truss web and/or chord members only Additional temporary and permanent bracing Ls ahvoys fegWrod for SifitAlty'And to Prevent colfriM Will possible pernnnal inRify and Zprm�party damdge For gnneral guidance! rega�ltg the 16023 Swingley Ridge Rd Nbdcalion, siorago, d6very, erection and brecfrg of trusses and truss syatmns, sea A. SJ(TPI7 Quallly Crllrrie and OSB -22 avadablo from Truss Plate Institute (www.IpinsLorg) Chesterfield, MO 63017 and SCSI Building enmpuneat Safely Wormalion evarahte from the Stfucluraf Buldng Companartt Association (www.sbescomponaflts.com) 314.434 1200 / MiTek-US com Job Truss Truss Type 1 Qty p�j f 3537784 F07 Floor Supported Gable 1 1 Job Raf erencesoptianaly. Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8.63 S Jul 28 2023 Print: &630 S Jul 28 2023 MiTek Industries, Inc- Tue Sep 05 11:18:49 I D: nYz4GM61 bl l Y5hpgw_RuPAyp WJ L-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f Scale = 1:25.3 Plate Offsets (X, Y): Loading TCLL TCDL BCLL BCDL LUMBER TOPCHORD BOT CHORD WEBS OTHERS BRACING TOPCHORD BOT CHORD REACTIONS FORCES TOPCHORD BOT CHORD WEBS 6-9-0 1-3-0 3x4 = 3x4 = 1 2 3 4 5 6 78 9 I a Al. 6a!� 'I I 18:..-.. 10 :: .. n- 17 1B 15 14 13 1a1 J 3x4 = 3x4 = [2:0-1-8,Edge], [8:0-1-8,Edge] (psf) Spacing 40.0 Plate Grip DOL 10.0 Lumber DOL 0.0 Rep Stress Incr 5.0 Code 2x4 SP No.2(flat) 2x4 SP No.2(flat) 2x4 SP No,3(flat) 2x4 SP No.3(flat) 9-9-0 9-9-0 2-0-0 CSI DEFL in 1-00 TC 0.10 Vert(LL) n/a 1-00 BC 002 Vert(TL) n/a YES WB 003 Horiz(TL) 0.00 FBC2020/TP12014 Matrix -S 6) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131"X3") nails. Strong backs to be attached to walls at their outer ends or restrained by other means - LOAD CASE(S) Standard Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. (size) 10=9-9-0, 11=9-9-0, 12=9-9-0, 13=9-9-0, 14=9-9-0,15=9-9-0, 16=9-9-0, 17=9-9-0, 18=9-9-0 Max Grav 10=87 (LC 1), 11=107 (LC 1), 12=46 (LC 1), 13=147 (LC 1), 14=147 (LC 1), 15=147 (LC 1), 16=145 (LC 1), 17=146 (LC 1), 18=87 (LC 1) (Ib) - Maximum Compression/Maximum Tension 1-18=-54/0, 9-10=-55/0, 1-2=0/0, 2-3=-20/0, 3-4=-20/0, 4-5=-20/0, 5-6=-20/0, 6-7=-20/0, 7-8=-20/0, 8-9=0/0 17-18=0/20, 16-17=0/20, 15-16=0/20, 14-15=0/20, 13-14=0/20, 12-13=0/20, 11-12=0/20, 10-11=0/20 2-18=-34/0, 2-17=-130/0, 8-10=-34/0, 8-11=-92/0, 3-16=-132/0, 4-15=-134/0, 5-14=-133/0, 6-13=-133/0,7-12=-45/0 NOTES 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. (loc) I/dell L/d PLATES n/a 999 MT20 n/a 999 10 n/a n/a Weight: 59 Ib T31484349 Page: 1 9 0 N GRIP 244/190 FT = 20%F, 11 %E ��V%11<111111►►► GENS' ori :` �'� F'• 384869 -0 r OR 1 D. • Cfi� i�`. .,r``,,►rONiAti E��' 1-11100 Jul lug L" Pl•: 7'e. 34869. 3fiTek Inc. bR.+. NRI & 1'SA FI- Ci:tlL67d� 16023 Snlegtey Wdpe Rd. ('h-1,rneW, MO 63117 Ante: September 6,2023 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and Is for an individual building component, not MiTek" a true, system. Before use, the building designer must verify the appllcabllily ofdesign paramaters u.nd property incorporate this design into the overall budding design, Bracing Indicated is to fire vent buckling of Individual truss web and/or tho rd members only. Additional temporary and permanent bracing isalways required for stability and to prevent collapse with possible personal injury and property damage. For.ge06rnl guidance regarding the 16023 Swingley Ridge Rd fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criterfr.ling DSB-22 available from Truss Plate Institute (www.tpinsLorg) Chesterfield, MO 63017 and BCSI Building Component Safety Information available from the Structural Building Component Association (www.sbcscomponents com) 314.434,1200 / MiTek-US.com Job Truss Truss Type Qty ply 3537784 F08 Floor i 731484350 — _Job Reference.(optlonat) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:49 Page: 1 ID: eIF12cG17UvWvoGgiJc5UDyp WFG-RfC7PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f 1-3-2 _ 2-6-0 1 1 1-5x3 II 1.5x3 0 4x4 1 5x3 n = 3x4 1,5x3 a = 3x6 = 1,5x3 it 1 2 3 4 5 6 7 8 P C? O N , N O� 13 12 11 10 3x4 = 3x6 = 3x4 4x4 3x4m 16-10-10 16-10-10 Scale = 1:31.6 Plate Offsets (X, Y): [10:0-1-8, Edge], [11:0-1-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.27 11-12 >733 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 077 Vert(CT) -0.38 11-12 >532 240B BCLL 0.0 Rep Stress Incr YES W 0 46 Horz(CT) 0.03 9 n/a We BCDL 5.0 Code FBC2020lrP12014 Matrix -S Weight: 90 lb FT 20%F, 11%E LUMBER TOP CHORD 2x4 SP No. 1(flat) BOT CHORD 2x4 SP No. 1(flat) WEBS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 9=0-3-8, 13=0-2-10 Max Grav 9=922 (LC 1), 13=922 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-13=-101/0, 8-9=-112/0, 1-2=0/0, 2-3=-1792/0, 3-4=-1792/0, 4-5=-1876/0, 5-6=-1876/0, 6-7=-1876/0, 7-8=0/0 BOT CHORD 12-13=0/1099, 11-12=0/2072, 10-11=0/1876, 9-10=0/1095 WEBS �' i���1, 7-9=-1356/0, 7-10=0/968, 6-10=-416/0, 2 53, ►►►�� •I S' F� �f/ 4-12=-347/0, 4-11 -3856 5-11 =-72 99 ``t►►�,���U •L ti• E NSA'•, 4, NOTES ■>> ;rG 1) Unbalanced floor live loads have been considered for : this design. iVo 34869 2) All bearings are assumed to be SP No.1 crushing * ;• ; �4 = capacity of 565 psi. 3) Provide mechanical connection (by others) of truss to "O • r q bearing plate at joint(s) 13, 4) Recommend 2x6 strongbacks, on edge, spaced at i 10-00-00 oc and fastened to each truss with 3-10d % b, •� ��� (0.131"X 3") nails. Strongbacks to be attached to walls �� '•.� .f3 0. , �� at their outer ends or restrained by other means. �' ' • • • • • •'.�� t� LOAD CASE(S) Standard �� ri Al -14 `►►► Jaliu, I.e.I-h N.. 5496e. MiTek Inc: 11145,111I7ek{"c,i F'I. S'rrt 66]4. 1607,3 Swiaglr!• Ridge Rd: Chealeri{afd, 776 G3R 17' Dole;. September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/212023 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not MiTek a truss system, Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for slahlllly and la peaveflt collapse calla pOSSlble personal inlury and property damage. For general guidance regarding the 16023 Swingley Ridge Rd labricetion, storage, delivery, erection and bracing of trusses and truss syslams, see ANSIrrPH Quality Critef(R avA DSB-22 available from Truss Plate Institute (www.tpinsLoig) Chesterfield, MO 63017 and BCSI Building Componanl safety Inramlatlon available from Ihn Shuch,ral Building Component Association (www.sbcscomponenls.com) 314 434 1200 / MiTek-US com Job Truss Truss Type 3537784 F09 Floor Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 1-3-0 Qty Ply JohRsler9tiosoptiona� Run: 8 63 S Jul 28 2023 Print: 8 630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:16:50 ID:n2tyk9jsUZgrCCVscUvH7aypJA2-RfC9PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f 1-6-0 1 5x3 It 3x4 = 3x4 = 1 5x3 it l 2 3 4 0 d 7 6 i 3x4 = 1.5x3 n 1-5x3 n 3x4= Scale = 1:26-9 Plate Offsets (X, Y): [2:0-1-8,Edge], [3:0-1-8,Edge] Loading (psf) Spacing 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1 00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2020/TP12014 LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 5=0-5-8, 8=0-3-8 Max Grav 5=241 (LC 1), 8=241 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-58/3, 4-5=-58/3, 1-2=0/0, 2-3=-133/0, 3-4=0/0 BOT CHORD 7-8=0/133, 6-7=0/133, 5-6=0/133 WEBS 3-5=-226/0, 2-8=-226/0, 2-7=-3/36, 3-6=-3/36 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard CSI TC BC WB Matrix -S 4-6-0 4-6-0 0 0 N T31484351 Page: 1 I DEFL in (loc) I/defl L/d PLATES GRIP 0.13 Vert(LL) -0.01 5-6 >999 360 MT20 244/190 0.10 Vert(CT) -0.01 7-8 >999 240 0.06 Horz(CT) 0.00 5 n/a n/a I Weight: 30 lb FT=20%F, 11%E ��,rtitirrr�er�� `��ti►���yL1U5 LF�'��f� [do 34869 • •i x,6#11 0 N1#1111Ay Et 0 ,lulblw 1-er FF.""', -t 8651. M iT'ek${r. 1)11A 1111 ' sr 1• ti,� [-'1-Crrl 5534• 1503 swlaglty }d 4e lid- ('WSWI HIL 11t) [ 3Irt' OnM: September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1/212023 BEFORE USE, Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is far an individual building component, not MiTek' etrusssystemuildiBefore use, the building deslgnw must verify the applicability ofdesign parameters and properly incorporate this design into the overall bng design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addilional temporary and permanent bracing is always required for dandily and to pievnrll wll weh pnssible personal Injury and property damage. For general guidance regarding the 16023 Swingley Ridge Rd fabhcation. slwage, deliveiy, afaction and braciryg of irussasand truss sysleim-See ANSIlTPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.lpinsl.org) Chesterfield, MO 63017 and SCSI Building Component Safety Informadnn avallnme from the Struderal Building Component Association (www. sbcscomponents com) 314.434 12001 MiTek-US com Job TrussLF'1. s III4 1 Type Qty ply 3537784 _ F10 , 1 T31484352 _ Job Reference (optional) — Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8.63 S Jul 28 2023 Print: 6.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:50 Page: 1 I D: dPecCYERBNCZDkGVDybAXlyp WGb-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 44 2-6-0 ] 0-1-8 182 _1 1.5x3 u 3x4 = 1.5x3 = 3x4 = 1 5x3 n 1.5x3 u 1 2 3 4 5 — f. a r! I U re B: 7 3x6 = 3x4 = 1.5x3 u 3x4 = _ 9-9-10 9-9-10 Scale = 1:29.7 in (loc) I/deft Plate Offsets (X, Y): (2:0-1-8,Edge], [7:0-1-8,Edge] 0.77 Vert(LL) -0.17 Loading (psf) Spacing 2-0-0 CSI TCLL 40.0 Plate Grip DOL 1 00 TC TCDL 10.0 Lumber DOL 1.00 BC BCLL 00 Rep Stress Incr YES WB BCDL 5.0 Code FBC2020rrPI2014 Matrix -S LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals - BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 6=0-2-10, 9=0-3-0 Max Grav 6=529 (LC 1), 9=523 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 5-6=-93/0, 1-9=-106/16, 1-2=-4/1, 2-3=-64410, 3-4=-644/0, 4-5=0/0 BOT CHORD 8-9=0/644, 7-8=0/644, 6-7=0/556 WEBS 4-6=-689/0, 2-9=-781/0, 4-7=0/213, 2-8=0/121, 3-7=-76/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard DEFL in (loc) I/deft L/d PLATES 0.77 Vert(LL) -0.17 6-7 >689 360 MT20 0.72 Vert(CT) -0.27 6-7 >425 240 0 23 Horz(CT) 0.01 6 n/a n/a Weight: 55 Ib GRIP 244/190 FT = 7006,F 11 or,F ����„tist+r+rrrrrrr. LFE 4,f, .GE11j5;. J. 34869 Cr Z •: : lid ''O ', 1111t Jul lu1 11•v L E,ti u. 34569: M ITclt Inn-DB,1 Mffait USA F3-t:vri Gn i -n 1(033 Swinety Rldyr Rd. Cfnwlernvid. 711 C01117, nst.: September 6,2023 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 11212023 BEFORE USE. MiTek 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 daslgner must verify the applicability of design paarllaters and properly Inimrporate this design Into the overall building design Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Addlllollal temporary and permanent bracing K always requlred lar stabdlly and to prevonl collapse with possible pefspnal Injury and propedy damage For general guidance regarding the 16023 Swingley Ridge Rd Iabncalim. stefage, deSvery, erection and bra lag or trusses and truss.systems, gee AN4VTP11 Quality Criteria and DSB-22 avaiable from Truss Plate Institute (www,1pinst-org) Chesterfield, MO 63017 end SCSI Building Component Safely Information avallable from the Structural Building Component Association (www sbcscomponents,com) 314.434 12001 MiTek-US com Job Truss Truss Type •Qty P[y 1 731484353 3537784 F11 Floor Job Reference 4apJlonal� Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8.63 S Jul 28 2023 Print: B 630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:50 Page: 1 ID:BTV6ZN1_9H1g3635OyGcyPyplwV-RfC7PsB70Hg3NSgPgnL6w3ulTXbGKWrCDoi7J42JC7r 260 — 0-1-8 �-6 0 L 1,5x3 n 1-7-0 1-60 1.5x3 = 3A id 3x4 = 3x4 = 1,5x3 a 1-5x3 n 1.5x3 it 1 2 3 4 5 6 7 IX Q fi 11 10 3x6 = 3x4 = 9 1-5x3 it 3x4 = 3x6 = 9-7-0 12-10-0 9-7-0 3-3-0 Scale = 1:31 2 Plate Offsets (X, Y): [2:0-1-8, Edge], [10:0-1-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deFl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.02 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.18 Vert(CT) -0.06 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0-24 Horz(CT) 0,00 9 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix -S Weight: 74 lb FT=20%F, 11%E LUMBER 6) CAUTION, Do not erect truss backwards, TOP CHORD 2x4 SP No.2(flat) LOAD CASE(S) Standard BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. REACTIONS (size) 8=3-3-0, 9=3-3-0,12=0-3-0 Max Uplift 8=-152 (LC 1) Max Grav 8=-152 (LC 1), 9=1125 (LC 1), 12=411 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-105/0, 7-8=-65/0, 1-2=-4/0, 2-3=-428/0, 3-4=-428/0, 4-5=0/505, 5-6=0/505, 6-7=0/0 BOT CHORD 11-12=0/428, 10-11=0/428, 9-10=0/155, B-9=-168/0 WEBS 5-9=-211/0, 4-9=-817/0, 2-12=-518/0, 4-10=0/339, 2-11=0/26, 3-10=-169/0, 6-8=0/293, 6-9=-495/0 NOTES 1) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web), 2) Gable studs spaced at 2-0-0 oc. 3) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 Ib uplift at joint 8. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. N10'.. a4ess w fro: r :Y ' 3nllu: E:ci• PC Nn, 348b7 :LriTrk inc_ 11118'1RTA I SrF, El- Crrt 61534 1601.1 Sw lnory Ridgo Rd. f'Iteq k•rn rid, 1117 631117 Dntr: September 6,2023 I — — A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1/212023 BEFORE USE. Design valid for use only with MiTek® connectors- This design Is based only upon parameters shown, and is for an individual bullding component, not M Te kT e truss system. Before use, the building deslgnm must verify the applicability ofdesign paranwitim and property incorporate Ihls design into the overall building design Bracing Indlcaled is to plavent buckling of individual truss web and/or chord ma:nbors only. Additional temporary and permanent bracing C�L ahvays regUlred for alebillly and In preWril wilepse with possible personal Injury and property damage. For gan9rat guidance regarding the 16023 Swingley Rldge Rd. labricalfon, stamge, delivery, arectton and bfac0q 01 trusses and Irusssystams, see ANSUTP11 Quality Criteria and DSB-22 available from Truss Plate Institute (www,tpinsl-org) Chesterfield, MO 63017 and BC91 8uilding component Safely lnformallon avnllable from the Stmrlural BUllding Component Association (www sbcscomponents,com) 314.434.1200 / MiTek-US corn Job Truss Truss Type 3537784 F12 Floor Builders Firsisource (Jacksonville, FL), Jacksonville, FL - 32244, 2-6-0 1-5x3 a 1,50 = 3x4 = 1 2 b N 12 3x6 = Scale = 1:30.4 Plate Offsets (X, Y): [4:0-1-8,Edge], [11:0-1-8,Edge] Qty Ply 11 1 731484354 . _ Job Reference (opuon4ij Run: 8 63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc, Tue Sep 0511:18:50 Page: 1 ID:SA3utrthWdc6F5mnGvBhoyplv3-RfC7PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJCTf 1-6-15 I 1-5-8 1 5x3 n 3x4 3 4 ) 11 10 3x4 1,5x3 n = Loading (ps' Spacing 2-0-0 CSI TCLL 40.0 Plate Grip DOL 1.00 TC TCDL 10.0 Lumber DOL 1.00 BC BCLL 0.0 Rep Stress Incr YES WB BCDL 5.0 Code FBC2020/TPI2014 Matrix -S LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 8= Mechanical, 12=0-3-0 Max Grav 8=748 (LC 1), 12=742 (LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-12=103/0,7-8=102/0, 1-2=-3/0, 2-3=-1330/0, 3-4=-1330/0, 4-5=-1310/0, 5-6=-1310/0, 6-7=0/0 BOT CHORD 11-12=0/872, 10-11=0/1330, 9-10=0/1330, 8-9=0/856 WEBS 6-8=-1061/0, 2-12=-1067/0, 6-9=0/563, 2-11=0/593, 5-9=-269/0, 3-11=-248/0, 4-9=-265/155, 4-10=-135/35 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Bearings are assumed to be: Joint 12 SP No.2 crushing capacity of 565 psi, Joint 8 SP No.3 crushing capacity of 565 psi. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0,131"X3") nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 13-9-7 13-9-7 1,5x3a 3x4= 1-5x3 n 5 6 7 l9 N 9 3x4 = 3x6 = 1 Weight: 78 Ib FT = 20%F, 11%E ���t�w�rrr�►► \)LJus LE ►�i�. 34869 * ; t* oma;. 4u ►�e0NA' ,-���ti. .hd1u+T:ee .PF.Nn.94 R69 I . }fi'3'ek hrc. b�,i AlrTek'l'tiA 1' I_ C'nT 6534 1lM 1, wlnQlt3v Rldkc Rd. C'heslrl•Brld, Mn 63017 DM". September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 111/2023 BEFORE USE. MiTek' D"n valid for use only with MiTeM Cofmnpbr5. This design is based only upon orshreleis shown, and K kx an IM ividual htrlllling eorrlponanl, not a Ifuss sys lam. Befom use, the building designpl• must wrlfy the appllcsbilily of deslgn paramolars and properly in corporalo this daslgn into the overall build Ing das Ign. Bracing indlcaled is to prevent buckling of Individual buss web andlor chant mo rrwers only Additional temporary and parmana111 bracing is always requlfau to' Mabll4y and to prr:ve nt collapse wllh passible per al injury and property damage, For pe neral guidance fag a rill ng the 16023 Swingley Ridge Rd fabncatioa, storage, delivery, orarAj. and bracing of Trusses and truss sysMm%- see ANSlrrPl1 Quality Criteria and DSB-22 tweilable from Truss Plate Institute (wwwApinst-org) Chesterfield, MO 63017 AM] SCSI Building Compnnanl Safety information nvallatae from 1118 Slrildural Buikling Component Associatlon (www sboscomponenls,com) 314.434 1200 / MiTek-US com DEFL in (loc) I/defl L/d PLATES GRIP 0.50 Vert(LL) -0.10 9-10 >999 360 MT20 244/190 0,75 Vert(CT) -0.14 11-12 >999 240 0.32 Horz(CT) 0.02 8 n/a n/a 1 Weight: 78 Ib FT = 20%F, 11%E ���t�w�rrr�►► \)LJus LE ►�i�. 34869 * ; t* oma;. 4u ►�e0NA' ,-���ti. .hd1u+T:ee .PF.Nn.94 R69 I . }fi'3'ek hrc. b�,i AlrTek'l'tiA 1' I_ C'nT 6534 1lM 1, wlnQlt3v Rldkc Rd. C'heslrl•Brld, Mn 63017 DM". September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 111/2023 BEFORE USE. MiTek' D"n valid for use only with MiTeM Cofmnpbr5. This design is based only upon orshreleis shown, and K kx an IM ividual htrlllling eorrlponanl, not a Ifuss sys lam. Befom use, the building designpl• must wrlfy the appllcsbilily of deslgn paramolars and properly in corporalo this daslgn into the overall build Ing das Ign. Bracing indlcaled is to prevent buckling of Individual buss web andlor chant mo rrwers only Additional temporary and parmana111 bracing is always requlfau to' Mabll4y and to prr:ve nt collapse wllh passible per al injury and property damage, For pe neral guidance fag a rill ng the 16023 Swingley Ridge Rd fabncatioa, storage, delivery, orarAj. and bracing of Trusses and truss sysMm%- see ANSlrrPl1 Quality Criteria and DSB-22 tweilable from Truss Plate Institute (wwwApinst-org) Chesterfield, MO 63017 AM] SCSI Building Compnnanl Safety information nvallatae from 1118 Slrildural Buikling Component Associatlon (www sboscomponenls,com) 314.434 1200 / MiTek-US com Job Truss Truss Type Qty I Ply 3537784 F13 Floor Supported Gable 1 1 731484355 Job Reference (optional) _ _ _ Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 26 2023 MiTek Industries, Inc. Tue Sep 05 11:18:51 Page: 1 I D:vmX7LVnMAgMBPMMDur8nVJ0yp11Z-RfC7PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f of 0 N 1-3-0 0-1II-8 I f 38 3x4= 3x6 FP 1 2 3 4 5 6 7 8 9 38 19-2-3 3x4 = 10 11 12 13 14 15 16 17 18 19 3x6= �r �o uo off oa at s1 :sU 29 28 27 2625 24 23 22 21 3x6 FP 22-3-11 22-3-11 d N 20 3x4 = I Scale = 1:40.1 Plate Offsets (X, Y): [2:0-1-8,Edge], [18:0-1-8,Edge] Loading (psf) Spacing I 2-0-0 CSI DEFL in (loc) I/deft Ltd I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 010 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0,03 Horiz(TL) 0.00 20 n/a n/a BCDL 5.0 Code _ FBC2020/TPI2014 I Matrix -S Mlgt1E 122 Ib FT = 20%F, 11%E LUMBER BOT CHORD 37-38=0/12, 36-37=0/12, 35-36=0/12, TOP CHORD 2x4 SP No.2(flat) 34-35=0/12, 33-34=0/12, 32-33=0/12, BOT CHORD 2x4 SP No.2(flat) 31-32=0/12, 30-31=0/12, 29-30=0/12, WEBS 2x4 SP No.3(flat) 28-29=0/12, 27-28=0/12, 25-27=0/12, OTHERS 2x4 SP No.3(flat) 24-25=0/12, 23-24=0/12, 22-23=0/12, BRACING 21-22=0/12, 20-21=0/12 TOP CHORD Structural wood sheathing directly applied or WEBS 2-38=-17/0,2-37=-143/0. 18-20=-21/0, 6-0-0 oc purlins, except end verticals. 18-21=-105/0, 3-36=-132/0, 4-35=-134/0, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 5-34=-133/0, 7-33=-13310,8-32=-133/0. bracing. 9-31=-133/0, 10-30=-133/0,11-29=-133/0, REACTIONS (size) 20=22-3-11, 21=22-3-11, 12-28=-13310.13-27=-133/0,14-25=-134/0, 22=22-3-11, 23=22-3-11, 15-24=-13210,16-23=-140/0, 17-22=-78/0 24=22-3-11, 25=22-3-11, NOTES 27=22-3-11, 28=22-3-11, 1) All plates are 1.5x3 MT20 unless otherwise indicated. 29=22-3-11, 30=22-3-11, 2) Gable requires continuous bottom chord bearing. 31=22-3-11, 32=22-3-11, 3) Truss to be fully sheathed from one face or securely 33=22-3-11, 34=22-3-11, braced against lateral movement (i.e. diagonal web). 35=22-3-11, 36=22-3-11, 4) Gable studs spaced at 1-4-0 oc. 37=22-3-11, 38=22-3-11 5) All bearings are assumed to be SP No.2 crushing 11'1 Max Grav 20=79 (LC 1), 21=117 (LC 1), capacity of 565 psi.►�� `��}5 L rfj 22=85 (LC 1), 23=154 (LC 1), 6) Recommend 2x6 strongbacks, on edge, spaced at +tib ��••.. . 24=145 (LC 1), 25=147 (LC 1), 10-00-00 oc and fastened to each truss with 3-10d �~ ,• • �EN & ' rrr �••• 27=147 (LC 1), 28=147 (LC 1), (0.131" X 3") nails. Strongbacks to be attached to walls •` y 29=147 (LC 1), 30=147 (LC 1), at their outer ends or restrained by other means. 3 • 4869 31=147 (LC 1), 32=147 (LC 1), 7) CAUTION, Do not erect truss backwards. * :� w 33=147 (LC 1), 34=147 (LC 1), LOAD CASE(S) Standard 35=147 (LC 1), 36=145 (LC 1), r' 37=160 (LC 1), 38=73 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension : ', ' UJ ►` TOP CHORD 1-38=-54/0, 19-20=-57/0, 1-2=-2/0, rr40C�' 2-3=-1210, 3-4=-12/0, 4-5=-12/0, 5-7=-12/0, Ir.►� 10-111212/6211-12=-1210, 12 13=-12/0, fit 1111111►� 13-14=-1210, 14-15=-12/0, 15-16=-12/0, 16-17=-12/0, 17-18=-12/0, 18-19=0/0 .rrrlirl+ I fY 1'E tir. 34I36v . MiTek in r- U13A "i1iTrk ['S.1 FL Cert 6634 161133 Nlynglcy Ridge ltd: C'hesterfleld,_3[O 63017 11,p r: September 6,2023 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 112/2023 BEFORE USE. Design valid for use only with MiTek® connectors" This design Is based only upon parameters shown, and is for an individual building component, not MiTek 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 forstabilily and to prevent collapse with possible personal injury and property damage" Forgerleraf guidance regarding the 16023 Swingley Ridge Rd fabrication, sWaga, delivery, erection and b94ciria of trusses and truss systems, see ANSIr7Pl1 Quality Criteria And DSB-22 o4gahle from Truss Plate Institute (www•lpinsLorg) and BCSI fligilging Component Safety Inrormal Ion available from the Structural Building Component Association (www"sbcscomponenls.com) Chesterfield, MO 63017 314.434 12001 MiTek-US com Job Truss Truss Type 3537784 F14 Floor Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, 1-3-0 �1-3 0 2-6-0 - 0-1-8 0-7-12 1-3 12 -� 12 Qty Ply 2 1 _Job Reference (optional). Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:51 I D: fjn9ZOLzavLJe WbOXhHV06ypl Vw-R fC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 37-12 - 12 0+ -- - 22-3-11 17-1-15 3x4 = 10 11 16 15 MT20HS 3x12 FP 17 Scale = 1:42 Plate Offsets (X, Y): [2:0-1-8,Edge], [3:0-1-8,Edge], [6:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge], [21:0-1-8, Edge], [23:0-1-8,Edge] Loading (psf) Spacing 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC LUMBER TOP CHORD 2x4 SP No. 1(flat) BOT CHORD 2x4 SP 285OF 2.0E or 2x4 SP M 31 (flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 14= Mechanical, 24=0-5-4 Max Grav 14=1217 (LC 1), 24=1210 (LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-24=0/122, 13-14=-100/0, 1-2=0/5, 2-3=-1317/0, 3-4=-2498/0, 5-6=-64/0, 6-7=-2543/0, 7-8=-3626/0, 8-9=-3626/0, 9-10=-3400/0, 10-11=-2568/0, 11-12=-2568/0, 12-13=0/0 BOT CHORD 23-24=0/1317, 22-23=0/1317, 21-22=0/1317, 20-21=0/2472, 19-20=0/3249, 18-19=0/3400, 17-18=0/3400, 15-17=0/3400,14-15=0/1491 WEBS 4-21=-1081/0, 4-5=-41/0, 6-20=0/441, 3-21=0/1770, 2-24=-1935/0, 2-23=0/713, 3-22=-744/0, 4-6=-2568/0, 7-20=-882/0, 12-14=-1848/0, 7-19=0/473, 12-15=0/1334, B-19=-357/0,11-15=-198/43, 9-19=0/543, 10-15=-1121/0, 9-18=-280/0,10-17=0/303, 4-20=0/118 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x3 MT20 unless otherwise indicated. 4) The Fabrication Tolerance at joint 4 = 7% 5) Bearings are assumed to be: Joint 24 SP 285OF 2.0E or M 31 crushing capacity of 805 psi, Joint 14 SP No.3 crushing capacity of 565 psi, 4x6 = 202OfTP12014 CSI DEFL in 5x65 3x6= TC 0.90 Vert(LL) -0.36 4x4= 12x14= 3x4= 3x4= BC 0,75 Vert(CT) -0.49 5 6 7 8 9 0 0 1 2 3 Matrix -S ro o 25 6) Refer to girder(s) for truss to truss connections. A O 10-00-00 oc and fastened to each truss with 3-1 Od O N � � at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards, 24 i - -L i-1 23 22 21 20 19 18 4x6- 2x41] 5x6= 3x6+ 3x6 = 37-12 - 12 0+ -- - 22-3-11 17-1-15 3x4 = 10 11 16 15 MT20HS 3x12 FP 17 Scale = 1:42 Plate Offsets (X, Y): [2:0-1-8,Edge], [3:0-1-8,Edge], [6:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge], [21:0-1-8, Edge], [23:0-1-8,Edge] Loading (psf) Spacing 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC LUMBER TOP CHORD 2x4 SP No. 1(flat) BOT CHORD 2x4 SP 285OF 2.0E or 2x4 SP M 31 (flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 14= Mechanical, 24=0-5-4 Max Grav 14=1217 (LC 1), 24=1210 (LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-24=0/122, 13-14=-100/0, 1-2=0/5, 2-3=-1317/0, 3-4=-2498/0, 5-6=-64/0, 6-7=-2543/0, 7-8=-3626/0, 8-9=-3626/0, 9-10=-3400/0, 10-11=-2568/0, 11-12=-2568/0, 12-13=0/0 BOT CHORD 23-24=0/1317, 22-23=0/1317, 21-22=0/1317, 20-21=0/2472, 19-20=0/3249, 18-19=0/3400, 17-18=0/3400, 15-17=0/3400,14-15=0/1491 WEBS 4-21=-1081/0, 4-5=-41/0, 6-20=0/441, 3-21=0/1770, 2-24=-1935/0, 2-23=0/713, 3-22=-744/0, 4-6=-2568/0, 7-20=-882/0, 12-14=-1848/0, 7-19=0/473, 12-15=0/1334, B-19=-357/0,11-15=-198/43, 9-19=0/543, 10-15=-1121/0, 9-18=-280/0,10-17=0/303, 4-20=0/118 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x3 MT20 unless otherwise indicated. 4) The Fabrication Tolerance at joint 4 = 7% 5) Bearings are assumed to be: Joint 24 SP 285OF 2.0E or M 31 crushing capacity of 805 psi, Joint 14 SP No.3 crushing capacity of 565 psi, 4x6 = 202OfTP12014 CSI DEFL in (loc) I/defl 13 TC 0.90 Vert(LL) -0.36 18-19 >744 BC 0,75 Vert(CT) -0.49 18-19 >542 rr WB 0.84 Horz(CT) 0.07 14 n/a Matrix -S 6) Refer to girder(s) for truss to truss connections. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-1 Od (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards, LOAD CASE(S) Standard T31484356 rage: 7 4x6 = 12 13 O [J rr .14 3x6 = L/d PLATES 360 MT20HS 240 MT20 n/a GRIP 187/143 244/190 Weight: 130 Ib FT = 20%F, 11 %E 141-6 ii11iuit, I IS CE�•i+��. 34169 C) ,R Io P �t. Julien I." PE Ne.•34869. Ulla, Tnc. tir§Lk Mi3'rk't'S,1 HI_C'rrs 6414 160:3 4rvingly% Ridge Rd: C'be+lernetd, ,%1, G30 ' hale: September 6,2023 ,A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev, 1/212023 BEFORE USE. I Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an Individual building component, not MiTek. a Imss system. Before use, the building designer must verify the applicability ofdeslgn parameters and properly incorporate this design into the overall building design, Bracing Indicated is to prevent truckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required forslabilily and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 16023 Swingley Ridge Rd fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www-IpinsLorg)Chesterfield, MO 63017 and SCSI Building, Component Safely Information available from the Structural Buthling Component Association (www,sbcscomponents.com) 314 434 1200 / MiTek-US.com Job Truss Truss Type 3537784 F15 Floor Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Qty Ply 11 1 Job Referenpk(np1onal). _ Run: 6 63 S Jul 28 2023 Print: a"630 S Jul 26 2023 MiTek Industries, Inc Tue Sep 05 11:16:52 I D:SSigM Erwll U14G3YYBJkmyypl Fn-RfC?PsB70Hg3NSgPgnLBw3ulTXbGKWrCDoi7J4zJC?f T31484357 Page: 1 �1-6 12__1 1312" 9 13121 1-3-0 1-3-0 �- 2-6-0 - L- 2-4-15 3x4 - 3x4 5x6 = 3x8= 4x4 = 3x4 = 3x4 = = 5 6 7 8 9 10 11 12 13 o 1 2 3 Q q _ F.�- - I1 1�fi F_I ra a o n 24 r14 23 22 21 20 18 17 16 15 3x4 = 19 3x4= 3x4 = 3x6 FP 3x8 = 3x4 = 3x4 = 3x6 = 3-7-12 5-1-12 i 6-10-0 22-3-11 3-7-12 1-6-0 1-8-4 15-5-11 1 Scale = 1:42 Plate Offsets (X, Y): [2:0-1-8.Edge], [3:0-1-B, Edge], [10:0-1-8,Edge], [15:0-1-8,Edge], [20:0-1-8, Edge], [21:0-1-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 060 Vert(LL) -0.11 16-17 >999 360 MT20 244/190 TCDL 10,0 Lumber DOL 1.00 BC 0 55 Vert(CT) -018 14-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0"02 14 n/a n/a BCDL - 5.0 Code FBC2020TTP12014 Matrix -S Max Uplift 24=-161 (LC 4) at their outer ends or restrained by other means. Weight: 128 Ib FT = 20%F, 11%E LUMBER 7) CAUTION, Do not erect truss backwards, 3) Bearings are assumed to be Joint 24 SP No 2 crushin LOAD CASE(S) Standard FORCES (lb) - Maximum Compression/Maximum TOP CHORD 2x4 SP No,2(flat) .-'GEN 9 capacity of 565 psi, Joint 19 SP No 2 crushing capacity BOT CHORD 2x4 SP No,2(flat) of 565 psi, Joint 14 SP No,3 crushing capacity of 565 WEBS 2x4 SP No-3(flat) ir psi. BRACING r� 4) Refer to girder(s) for truss to truss connections. TOP CHORD Structural wood sheathing directly applied or 5) Provide mechanical connection (by others) of truss to 1't: ln, 30.559. 6-0-0 oc purlins, except end verticals, f18.Y 3117"rlr i,`5r1 FT. ['art G63d bearing plate capable of withstanding 161 Ib uplift at BOT CHORD Rigid ceiling directly applied or 6-0-0 oc joint 24. bracing. 6) Recommend 2x6 strongbacks, on edge, spaced at REACTIONS (size) 14= Mechanical, 19=0-5-8, 10-00-00 oc and fastened to each truss with 3-10d 24=0-5-4 (0.131" X 3") nails. Strongbacks to be attached to walls Max Uplift 24=-161 (LC 4) at their outer ends or restrained by other means. Max Grav 14=732 (LC 4), 19=1671 (LC 9), 7) CAUTION, Do not erect truss backwards, 24=312 (LC 10) LOAD CASE(S) Standard FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-24=-93/0, 13-14=-103/0, 1-2=0/0, 2-3=-252/221, 3-4=-283/537, 5-6=-7/14, 6-7=0/1265, 7-8=0/1265, 8-9=-954/0, 9-10=-954/0, 10-11=-1282/0, 11-12=-1282/0, 12-13=0/0 BOT CHORD 23-24=-221/252, 22-23=-221/252, 21-22=-221/252, 20-21=-531/279, 19-20=-718199,17-19=-191/289. 16-17=0/1282, 15-16=0/1282,14-15=0/833 WEBS 3-21=-552/42, 2-24=-379/332, 2-23=-138/86, 3-22=-71/170, 6-20=0/267, 4-6=-95/732, 6-19=-818/0,8-19=-1394/0,12-14=-1033/0, 6-17=0/956, 12-15=0/555, 9-17=-280/0, 11-15=-264/0, 10-17=440/0,10-16=32/48, 7-19=-230/0, 4-21=0/385, 4-5=-59/0, 4-20=-36310 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x3 MT20 unless otherwise indicated. ,1111111111111 ')0_luS LF�'r.�. .-'GEN 34869 ir r 13 r� �,. % JnliuYl_re 1't: ln, 30.559. 51f rrk hrr. f18.Y 3117"rlr i,`5r1 FT. ['art G63d 16623 Swinkley RIdS° Ch rridd. N101 4.30 17 Dhiv: September 6,2023 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITE REFERENCE PAGE MII-7473 rev. 112/2023 BEFORE USE. Design valid for use only with MiTek® conneclors" This design is based only upon parameters shown, and is for an individual building component, not MiTeV a truss system. Before use, the building desWar must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling or individual truss web andlor chord members only. Additional temporary and permanent bracing G akvays reGulred for stsb0: y and to prevanf colfapem with possible personal injury and properly damage. For general guidance reyaroing the 16023 Swingley Ridge Rd. fapilcelian, slargya, delivery. erection and braGng of trusses and Truss 5y5felrfs, see ANSU7PI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www,lpinst.org) Chesterfield, MO 63017 and SCSI Build Ing Component 5arely inrnrmanon avallahfe from the Slaidiffal Build Ing Component Association (www, sbcscomponenls. com) 314.434"1200 / MiTek-US_com Jab Truss Truss Type 3537764 F16 Floor Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, 2-6-0 pty Ply — — 73148435 7 18 — Joh Reference (optional) _ Run: 8,63 S Jul 26 2023 Print: 6.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:52 Page: 1 ID:6oLoCItFHQChmK3tl UKgityplES-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 0-1-8 1-10-0 21-6 1.5x3 n 1.5x3 = 3x4 = 3x4 = 1.5x3 n 1,5x3 n 1 2 3 4 5 13 �_- ] — O a N L 12 ... j. J 11 10 9 3x6 = 3x4 = 1.5x3 it 3x6 14-8-8 14-8-6 Scale = 1:30.4 Plate Offsets (X, Y): [4:0-1-8,Edge], [11:0-1-8,Edge] — Loading (psf) ' Spacing 2-0-0 CSI TCLL 40.0 Plate Grip DOL 1.00 TC TCDL 10.0 Lumber DOL 1 00 BC BCLL 0.0 Rep Stress Incr YES WB BCDL 5.0 Code FBC2020/TPI2014 Matrix -S LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No. 1(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 8=0-2-10,12=0-5-4 Max Grav 8=798 (LC 1), 12=792 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-106/0, 7-8=-103/0,1-2=-4/0, 2-3=-1498/0, 3-4=-1498/0, 4-5=-1452/0, 5-6=-1452/0, 6-7=0/0 BOT CHORD 11-12=0/942, 10-11=0/1498, 9-10=0/1498, 8-9=0/925 WEBS 6-8=-1146/0, 2-12=-1154/0, 6-9=0/654, 2-11=0/718, 5-9=-290/0, 3-11=-305/0, 4-9=-326/134, 4-10=-151/38 NOTES 1) Unbalanced floor live loads have been considered for this design 2) All bearings are assumed to be SP No.1 crushing capacity of 565 psi. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0,131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 3x4 = 1.5x3 it 6 7 0 a N 8 3x4 = DEFLin (loc) I/defl Lid PLATES GRIP 0.81 Vert(LL) -0.19 9-10 >924 360 MT20 244/190 0.78 Vert(CT) -0.22 9-10 >791 240 0.35 Horz(CT) 0.02 8 n/a nla Weight' 131 Ib FT = 20%F, 11 %E *lot Ill' t�LlL1S. LEE ►��� LSC E N .4�.. r . /+.+.►*'0 A; is `;%% Jot ltn+T.rr PF. No. 34869 i11ITck Inc. DASA 11iTok VNA 11-C'rrr 6E34 16033 R 1dp a Rd. Cltvst crneLl, ,Lf r1 53n 17 nalr: September 6,2023 I A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 112/2023 BEFORE USE. x Design veld for use only wan MITeW connecb7rs. Thio design is based only upon paramatdrs shown, and is for an Individual bumIng component, not a Truss syssam. Before use, the building des:gllar must vorily the applicability of destgn parameters and properly Indorporate [his design into the nveroll building design. Bracing indicated Is io prevent buckling of individual truss web anchor mord members only. Additional tomporary aild parmanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and properly damage For general guidance regarding the 16023 Swingley Ridge Rd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria and DSB-22 available from Truss Plate Institute (www tpins( org) Chesterfield, MO 63017 and BCSI Building Component Safety Information available from the Structural Building Component Association (www sbcscomponen[s cam) 314.434.1200 / MiTek-US,com loli Truss Truss Type Qty ply 5 �iaa F17 Floors 1 — T31484359 Jab Reference (opflonalj Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8,63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:53 Page: 1 ID:i7LfYyHOz3pDh9xAgsQtPKyplCe-RfC7PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f 13q-� 0-1-8 H 1.5x3 1-68 n 1.5x3 = 3x4 1.5x3 it 3x4 = 1 2 3 4 o o 6 d N N 6 5 7 6 — 3x6= 1-5x3 it 1 5x3 it 3x4 a j 4-8-0 / 4-8-0 Scale = 1:29.7 DEFL in (loc) I/defl L/d PLATES Plate Offsets (X, Y): [2:0-1-8,Edge], [3:0-1-8,Edge] -0-01 7-8 >999 360 MT20 Loading (psf) Spacing 2-0-0 TCLL 40.0 Plate Grip DOL 1 00 TCDL 100 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2020/TP12014 LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No 3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 5= Mechanical, 8=0-5-4 Max Grav 5=246 (LC 1), 8=240 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-59/3, 4-5=-57/4, 1-2=-2/0, 2-3=-140/0, 3-4=0/0 BOT CHORD 7-8=0/140, 6-7=0/140, 5-6=0/140 WEBS 3-5=-236/0, 2-8=-227/0, 2-7=-4/34, 3-6=-1/38 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Bearings are assumed to be: Joint 8 SP No.2 crushing capacity of 565 psi, Joint 5 SP No.3 crushing capacity of 565 psi. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard CSI DEFL in (loc) I/defl L/d PLATES TC 0.15 Vert(LL) -0-01 7-8 >999 360 MT20 BC 0.11 Vert(CT) -001 7-8 >999 240 WB 0.06 Horz(CT) 0-00 5 n/a n/a Matrix -S Weight: 33 Ib GRIP 244/190 FT = 20%F, 11 %E ���lu��►rr� ,,��►���V�.1L1S LEF,�r'�i N. 34869' � /O N AL tistllu: T:pr Pti, �n.34A67 513TrkInc- 1bnA.MffeklrSt E'1-t'ar16674, 2602] Ss' 1-91- RI dKe Rd, t'Itt'7 Well old- STD 631117 Elate: September 6,2023 De WARNING -Verify design parameters and READ NOTES ON is THIS AND INCLUDED MITEK REFERENCE PAGE dMilu73 rev. ng co23 BEFORE USE. MiTeV Design valid For use only with MiTek® conneGors. This dusign is based only upon parameters shown, and Is for an indlvldlikl hutlding component, not a tniss system. Before use, the buiding daslgner must verity the applicability of deslgn pammelers and properly hlcnrpnrata this daslgn into the overall Inlllding design, Bracing indicated Is to prevent buckling of Individual truss web andior rhord members only. Addlltonal Ienlporary a,ld peminnert bracing is always re¢ulred for atatAlty and 10 riwvatlt cnMpxe wilt possible personal lrliury and property damage. For general guidance regarding the 16023 Swingley Ridge Rd. labricallon, stnraga, delivery, erection and bracing of Irus50s and Irusssystems, see ANSIYTP11 Quality Criteria end DSB-22 available from Truss Plate Institute (www-tpinsl-org) Chesterfield, MO 63017 and SCSI Building Cempanent Safety Informallon avellebte from Ila: Shnrdtnnl Bullding Component Association (www sbcscomponents-com) 314.434.12001 MITek-US-com Job Truss Truss Type Qty ply 3537784 , F18 Floor I — — 16 l 1 � Job Reference (optional) T31484360 _ _ Builders FirslSource (Jacksonville, FL), Jacksonville, FL- 32244, Run: 8.63 S Jul 28 2023 Print: 8,630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:53 Page: 1 ID:usgNGbeuMn2BkW4uy4xNUAyplAt-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 0 0 N (loc) I/defl Ltd PLATES - We 999 MT20 4-5 >704 240 4 We n/a Weight: 33 to GRIP 244/190 FT = 20%F, 11 %E %,�,,111111111�►�fI �t .,..., 1:. •,:G EN •�V �•�'• :•• No 34889 �4 4o i Jnliw Lca tF. Yo. ;i4Rfi!1 �11Tek [Ire- biiA it11'I'rll t ;ti.� lit_ L'en 5434 16023 &rfnkler Rlrlkr ILJ- t-he•lrrn+lrl, }[[751017 Dram September 6,2023 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev- 1/2/2023 BEFORE USE. Design valid for use only with MiTek® connectors, This design Is based only upon parameters shown, and is for an individual building component, not MiTek e Iruss 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 Iruss web andlor chord members only, Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. ForgaMI l guidance regarding the 16023 Swingley Ridge Rd. fabrication, 51omge,. delivery, erection ano 1lriadog of trusses and truss systems, see ANSIrPl1 Quality CrR iNkA d DSB-22 available from Truss Plate Institute (www.IpinsLorg) Chesterfield, MO 63017 and BCSI Building Component Safety (Wormation available from the Structural Building Component Association (www sboscomponents com) 314.434,12001 MiTek-US.com 2212 0-1-8 018 1,5x3 It 1.50 = 1,5x3 = 3x4 = 1.5x3 it 1 2 3 — o 0 -tri— —�.. � N — 5 l — —?"� 4 `L 3x6 = 3x6 = 4118 4-11-8 Scale = 1:28.8 Loading (psf) Spacing 2-0-0 CSI DEFL in TCLL 40.0 Plate Grip DOL 1.00 TC 0-33 Vert(LL) n/a TCDL 10.0 Lumber DOL 1.00 BC 0.26 Vert(CT) -0.08 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0-00 BCDL 5.0 1 Code FBC20201TPI2014 _ Matrix -P LUMBER TOP CHORD 2x4 SP No,2(flat) BOT CHORD 2x4 SP No,2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 4=0-4-12, 5=0-5-4 Max Grav 4=253 (LC 1), 5=253 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-87/0, 3-4=-87/0, 1-2=-3/0, 2-3=-3/0 BOT CHORD 4-5=0/182 WEBS 2-5=-229/0, 2-4=-229/0 NOTES 1) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails- Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 0 0 N (loc) I/defl Ltd PLATES - We 999 MT20 4-5 >704 240 4 We n/a Weight: 33 to GRIP 244/190 FT = 20%F, 11 %E %,�,,111111111�►�fI �t .,..., 1:. •,:G EN •�V �•�'• :•• No 34889 �4 4o i Jnliw Lca tF. Yo. ;i4Rfi!1 �11Tek [Ire- biiA it11'I'rll t ;ti.� lit_ L'en 5434 16023 &rfnkler Rlrlkr ILJ- t-he•lrrn+lrl, }[[751017 Dram September 6,2023 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev- 1/2/2023 BEFORE USE. Design valid for use only with MiTek® connectors, This design Is based only upon parameters shown, and is for an individual building component, not MiTek e Iruss 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 Iruss web andlor chord members only, Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. ForgaMI l guidance regarding the 16023 Swingley Ridge Rd. fabrication, 51omge,. delivery, erection ano 1lriadog of trusses and truss systems, see ANSIrPl1 Quality CrR iNkA d DSB-22 available from Truss Plate Institute (www.IpinsLorg) Chesterfield, MO 63017 and BCSI Building Component Safety (Wormation available from the Structural Building Component Association (www sboscomponents com) 314.434,12001 MiTek-US.com Job Truss Truss Type Qty Ply 3537784 F19 Floor _ 2 1 t Job. Reference (op Anal), Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8.63 S Jul 28 2023 Print: 8,630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 0511:18:53 1 D:cTeR7BLKRUOM IvaQ2Vug4 Uypl3W-RfC?PsB70Hg3NSgPgnL8w3u1TXbGK WrCDoi7J4zJC?f 2-12 - 0-1-8 H 1.5x3 u 1.5x3 = 3x4 = 1.5x3 it 1 2 3 0 o N N — 5Tr -'�. 4 3x6+ LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 4=0-5-8, 5=0-5-4 Max Grav 4=241 (LC 1), 5=234 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-81/0, 3-4=-81/0, 1-2=-3/0, 2-3=0/0 BOT CHORD 4-5=0/158 WEBS 2-5=-203/0, 2-4=-209/0 NOTES 1) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard (loc) I/def! L/d PLATES - n/a 999 MT20 4-5 >878 240 4 n/a n/a T31484361 GRIP 244/190 rage: i Weight; 29 Ib FT = 20%F, 11%E �,�itillIllrift.1,1 ���aV -ll1.5.._[F�1i", el do N6 34869 •{�OR`OP:N S ��,,� a�A t%% ardlvR L" TE Nn.-34xf.,r S1iTek Inc. ]fii,1 R11Tek Cti,k FI. i'en 6W.9. 11077 1KIwingit!11A Rr Rd: Claesrc 114NI.411663017' dale: September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 11212023 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not Mffek� e 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 truckling of individual truss web and/or chord rmmbers only. Additional temporary and permanent bracing fs ekvirays requkrod for slabllily and io arnverd wllspse wtrh possible personol Injury Rnd property damage. Fcjr&r4n4 guidance regarding the 16023 Swingley Ridge Rd" fabr oatlan, etorage, dellvefy emcllon and hfa6ing of Trusses and truss systems, see ANISFFTPl1 Quality Criter A Krd DSB42 waaobta from Truss Plate Institute (www.lpknsl_org) Chesterfield, MO 63017 and SCSI 9ullding eomponenl safety Information available from the Sbueural Building Component Association (www.sbcscomponens,com) 314,434,12001 MiTek-US.com 3x4 = 4-6-12 4-6-12 Scale = 1:29.7 Loading (psf) Spacing 2-0-0 CSI DEFL in TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) n/a TCDL 10.0 Lumber DOL 1.00 BC 0.22 Vert(CT) -0.06 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 BCDL 50 Code FBC2020/TPI2014 Matrix -P LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 4=0-5-8, 5=0-5-4 Max Grav 4=241 (LC 1), 5=234 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-81/0, 3-4=-81/0, 1-2=-3/0, 2-3=0/0 BOT CHORD 4-5=0/158 WEBS 2-5=-203/0, 2-4=-209/0 NOTES 1) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard (loc) I/def! L/d PLATES - n/a 999 MT20 4-5 >878 240 4 n/a n/a T31484361 GRIP 244/190 rage: i Weight; 29 Ib FT = 20%F, 11%E �,�itillIllrift.1,1 ���aV -ll1.5.._[F�1i", el do N6 34869 •{�OR`OP:N S ��,,� a�A t%% ardlvR L" TE Nn.-34xf.,r S1iTek Inc. ]fii,1 R11Tek Cti,k FI. i'en 6W.9. 11077 1KIwingit!11A Rr Rd: Claesrc 114NI.411663017' dale: September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 11212023 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not Mffek� e 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 truckling of individual truss web and/or chord rmmbers only. Additional temporary and permanent bracing fs ekvirays requkrod for slabllily and io arnverd wllspse wtrh possible personol Injury Rnd property damage. Fcjr&r4n4 guidance regarding the 16023 Swingley Ridge Rd" fabr oatlan, etorage, dellvefy emcllon and hfa6ing of Trusses and truss systems, see ANISFFTPl1 Quality Criter A Krd DSB42 waaobta from Truss Plate Institute (www.lpknsl_org) Chesterfield, MO 63017 and SCSI 9ullding eomponenl safety Information available from the Sbueural Building Component Association (www.sbcscomponens,com) 314,434,12001 MiTek-US.com Job Truss Truss Type 3537784 F20 Floor Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Qty � Ply Job Reference (gphonalj_ Run: 8,63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:16:53 ID:s5Np_QudIpWC6aMOXOBrGUypl1 W-RFC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f Scale = 1:32.13 Plate Offsets (X, Y): [8:0-1-8,Edge], [9:0-1-8,Edge] 0-1-8 0-4-0 TCLL 40.0 Plate Grip DOL 1 00 1.5x3 n TCDL 10.0 Lumber DOL 1 00 BC BCLL 0.0 Rep Stress Incr YES 1.5x3 u BCDL 5.0 Code FBC2020/TPI2014 1.5x3 = 3x4 LUMBER TOP CHORD 2x4 SP No.2(flat) 1.5x3 u BOT CHORD 2x4 SP No.2(flat) 1 2 3 4 N� OTHERS 2x4 SP No.3(flat) BRACING 1o; TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. 9 8 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 3x6 = bracing. REACTIONS (size) 7=0-5-8, 10=0-5-0 3x4 = Scale = 1:32.13 Plate Offsets (X, Y): [8:0-1-8,Edge], [9:0-1-8,Edge] Loading (psf) Spacing 2-0-0 CSI TCLL 40.0 Plate Grip DOL 1 00 TC TCDL 10.0 Lumber DOL 1 00 BC BCLL 0.0 Rep Stress Incr YES WE BCDL 5.0 Code FBC2020/TPI2014 l Matrix -S LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 7=0-5-8, 10=0-5-0 Max Grav 7=590 (LC 1), 10=590 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-10=-100/0, 6-7=-100/0, 1-2=-3/0, 2-3=-892/0, 3-4=-892/0, 4-5=-892/0, 5-6=-3/0 BOT CHORD 9-10=0/659, 8-9=0/892, 7-8=0/659 WEBS 5-7=-806/0, 2-10=-806/0, 5-8=0/326, 2-9=0/326, 3-9=-137/0, 4-8=-137/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 0-1-8 1,5x3 = 3x4+ 1-5x311 5 6 [._{ 7 3x6 T31484362 Page:1 DEFL in (Tec) Udefl L/d PLATES GRIP 0.40 Vert(LL) -0.04 9-10 >999 360 MT20 244/190 0.39 Vert(CT) -0.10 9-10 >999 240 0.24 Horz(CT) 0.01 7 n/a n/a I Weight: 66 Ib FT = 20%F, 11 %E �,;t�►'�vl X115 .F46' *' • -" G•E N SF�•• ,' N 34869 a N AL ► E�.'*� rri1JI111tis►►� 4I61I1tt4 r:eV rx Nn. 34069. MLTvk Irsc, huA dfiTvk 0%A ff. CrP1 663d 164:3 Sw ing lty Ridgr Rd. f •her Nwrli-ld..110 630 f 7 MW A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. Design valid for use only wdh MITak0 connectors. TT13S design rs based onry upon pammp{e rs shown, and le for an indlvidual bwldlrrp camponenl, not a truss system. eafono um. Ina bu Wing designer must vaniry, 1110 appgcnbilAy of design parmllelors 9nd properly Incgrporslo this design holo Ilia eiverell building neslgn Bracing indicated Is to prevenl bucklln i of Individual Truss mb andtor chord mombors only. Additional I¢mporary and parmanent tmcl ng {s aAvaya req uiree for s1eh011y and t¢ prevent rzlltapae wHh pessiWr. personal In1ury and grope Ry damage Fvr genoral gnldance regerrGng the 18MCe]ien, slorag0delivery, erection and Wecing of lrussas anp fru s5 gys}ems, sae ANWITIR 1 Quality Criteria and 090,22 available from Truss plate Institute (w . pinsLorg) and SCSI BullainQ compunenl Safety Information available Tram Me-Nnl;taml Build" Cornpo1renl Asxailatlon (Wwwshrscunlp¢nenis.cwn) September 6,2023 MiTek- 16023 Swingley Ridge Rd Chesterfield, MO 63017 314.434.1200 / MiTek-US.com 1 Job Truss Truss Type I Qty 1 Ply 3537784 F21 Floor Supported Gable 1 1 731484363 - - - - � _ I Job Reference i;gptional] Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8.63 S Jul 28 2023 Print: 8 630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 0511:18:54 Page: 1 I D:eXYgerR H NrWBr5aQUZzdvGypl?X-RfC?PsB70Hg3N SgPgnL8w3ulTXbGK WrCDoi7J4zJC?f 3x4 = i 2 13-4-4 3x6 - 25 24 23 22 21 20 16-7-4 16-7-4 19 18 17 16 0-1i 8 3x4 = 12 13 14 15 3x6= Scale = 1:31.2 Plate Offsets (X, Y): [2:0-1-8,Edge], [12:0-1-8,Edge] - - Loading (PSI Spacing 2-0-0 CSI DEFL in (loc) I/deft Lld PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 010 Vert(LL) n/a n/a 999 UT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 003 Horiz(TL) 000 14 n/a nla BCDL 5.0 Code FBC2020rrP12014 Matrix -S Weight: 94 Ib FT=20%F,11%E LUMBER 1) All plates are 1.5x3 MT20 unless otherwise indicated. TOP CHORD 2x4 SP No.2(flat) 2) Gable requires continuous bottom chord bearing. BOT CHORD 2x4 SP No.2(flat) 3) Truss to be fully sheathed from one face or securely WEBS 2x4 SP No.3(flat) braced against lateral movement (i.e. diagonal web). OTHERS 2x4 SP No.3(flat) 4) Gable studs spaced at 1-4-0 oc. BRACING5) All bearings are assumed to be SP No.2 crushing TOP CHORD Structural wood sheathing directly applied or capacity of 565 psi. 6-0-0 oc purlins, except end verticals. 6) Recommend 2x6 strongbacks, on edge, spaced at BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 10-00-00 oc and fastened to each truss with 3-10d bracing. (0.131"X 3") nails. Strongbacks to be attached to walls REACTIONS (size) 14=16-7-4, 15=16-7-4, 16=16-7-4, at their outer ends or restrained by other means. 17=16-7-4, 18=16-7-4, 19=16-7-4, LOAD CASE(S) Standard 20=16-7-4, 21=16-7-4, 22=16-7-4, 23=16-7-4, 24=16-7-4, 25=16-7-4, 26=16-7-4 Max Grav 14=80 (LC 1), 15=155 (LC 1), 16=147 (LC 1), 17=147 (LC 1), 18=147 (LC 1), 19=147 (LC 1), 20=147 (LC 1), 21=147 (LC 1), It11111111111 22=147 (LC 1), 23=147 (LC 1), OOlds 24=145 (LC 1), 25=153 (LC 1), ti� . Ct 26=80 (LC 1) ��� ••�� G E N $ -' FORCES (Ib) - Maximum Compression/Maximum Tension Ni 34869 TOP CHORD 1-26=-54/0, 13-14=-54/0, 1-2=-2/0, 2-3=-17/0, 3-4=-17/0, 4-5=-17/0, 5-6=-17/0, 6-7=-17/0.7-8=-17/0,8-9=-17/0,9-10=-17/0, f' , 10-11=-17/0, 11-12=-17/0, 12-13=-2/0 ' BOT CHORD 25-26=0/17, 24-25=0/17, 23-24=0/17, jjj ► 22-23=0/17, 21-22=0/17, 20-21=0/17, i ❑ '.� i 19-20=0/17, 18-19=0/17, 17-18=0/17, WEBS , .0,0 .N..R .It. *i.�, 12-65=2138I0 352413132I02423 93410, M. NM*i: 5-22=-133/0, 6-21=-133/0.7-20=-133/0, 6-19=-133/0, 9-18=-133/0, 10-17=-133/0, Jul iu; Ler Pk:, Nu. 34861)%I4Tek 11-16=-134/0 lqr. h13_I MTck 1'ti;1 k 1. [ rr l 6631 NOTES 16013 5srinClcy Rld>;e Rd. Cho %tcrfrbl, %111 6.11117 Hate: September 6,2023 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev 1/212023 BEFORE USE. Design Yafd for use only with MTeM Connectors. This design is based only upon peramears shown, and hr fur an arvividuol building component, not a Truss system. Beton uyn, the building ddslprlef must verify the applicability of design parameters and properly Incoporala this desdgn Into the wmrall MiTek" building des�n Bracing indicated Is 10 preveni buckling of Individual buss web andlor chvnl members only. Addllioial lempamrry and permanent brnGng is ekvays required forslah;llly and to prevent Collapse wdh ppa6lble personal lnjr and properly damage Far general guidance regarding the 16023 Swingley Ridge Rtl febrlrafian, aioraffe, dv5very, erection and oracarg pr trusses and Truss sysl0ms, sae AN1rIRPl1 Quality CrileHa end DSB-22 avallabl0 Irom Truss Plate Inslilule (www,lpinsl-erg) and BCSt Building Component Safety lmonnaion available from the SOurAural Building Component Association (www sbcscomponenls com) Chesterfield, MO 63017 314.434.12001 MiTek-US,com Job Truss Truss Type 3537784 F22 — 1 Floor Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 260 �. 0-1-8 16-7-4 1.50 u GRIP 1.5x3 = 4x4 = 1 2 360 MT20T 244/190 Plate Offsets (X, Y): F� 0 0 N >999 14�T:.j (psf) 31x6 = 2-0-0 Qty Ply 14 1 T31484364 Job Referen�ptional) Run: 8,63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:16:54 Page: 1 I D: P1 vZe0J8w91D8nkgydhbclypHtx-RfC9PsB70Hg3NSgPgnL8w3ulTXbGK WrC Doi7J4zJC7f 1-11-4 — f-1D^0I 1 3x4 a f 1.5x3 n 1.5x3 11 3x4 = 3 4 5 6 13 12 11 10 3x6 = 1.5x3 11 1 5x3 3x6 r n LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 9=0-5-4, 14=0-3-8 Max Grav 9=893 (LC 1), 14=893 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-102/0, 8-9=-102/0, 1-2=-3/0, 2-3=-1730/0, 3-4=-1730/0, 4-5=-1944/0, 5-6=-1730/0, 6-7=-1730/0, 7-8=-3/0 BOT CHORD 13-14=0/1082, 12-13=0/1944,11-12=0/1944. 10-11=0/1944, 9-10=0/1082 WEBS 7-9=-1326/0, 2-14=-1326/0, 7-10=0/803, 2-13=0/803, 6-10=-265/19, 3-13=-265/19, 5-10=-498/0, 4-13=-498/0, 4-12=-96/109, 5-11=-96/109 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x3 MT20 unless otherwise indicated 3) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 0-1;8 - 1-5x3 = 4x4= 1.5x311 7 8 { -1 9 fFF- I._ 3x6 = DEFL �. (loc) 16-7-4 L/dPLATES GRIP 0 57 Vert(LL) 16-7-4 Scale = 1:31,2 >999 360 MT20T 244/190 Plate Offsets (X, Y): [4:0-1-8,Edge], [5:0-1-8,Edge] 12-13 >999 Loading (psf) Spacing 2-0-0 CSI TCLL 40.0 Plate Grip DOL 1.00 TC TCDL 10.0 Lumber DOL 1.00 BC BCLL 0.0 Rep Stress Incr YES WB BCDL 5.0 1 Code FBC2020/TP12014 Matrix -S LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 9=0-5-4, 14=0-3-8 Max Grav 9=893 (LC 1), 14=893 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-102/0, 8-9=-102/0, 1-2=-3/0, 2-3=-1730/0, 3-4=-1730/0, 4-5=-1944/0, 5-6=-1730/0, 6-7=-1730/0, 7-8=-3/0 BOT CHORD 13-14=0/1082, 12-13=0/1944,11-12=0/1944. 10-11=0/1944, 9-10=0/1082 WEBS 7-9=-1326/0, 2-14=-1326/0, 7-10=0/803, 2-13=0/803, 6-10=-265/19, 3-13=-265/19, 5-10=-498/0, 4-13=-498/0, 4-12=-96/109, 5-11=-96/109 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x3 MT20 unless otherwise indicated 3) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 0-1;8 - 1-5x3 = 4x4= 1.5x311 7 8 { -1 9 fFF- I._ 3x6 = DEFL in (loc) I/dell L/dPLATES GRIP 0 57 Vert(LL) -0.14 12-13 >999 360 MT20T 244/190 0 82 Vert(CT) -0.17 12-13 >999 240 0.40 Horz(CT) 004 9 n/a n/a I Weight: 95 Ib FT = 20%F, 11 %E "%{11111l1J11►► .`` ."GENS• 34869 'Ir jjj 0% Ile LlJi +,I�►'► JL}luo Lee 111•: N.. ;3486,j 1B7'rikinr.l}8,►:�ilT.kl:�,1 Fl.CrrlOGli 16013 Swim gley Ridge .Rd. i'hef Ierfl Oil. 110 631117 Mete: September 6,2023 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/212023 BEFORE USE. p, I Dilslgn VoW for use only with MITOkpa aonnedlors. This dust 1 Is based only uvon parainetsm siwwn, trod Is for on individual bulldlnp Wnpiwlent, not a tnlss system. Barns use, the bulWing daslgnut mustverily the vilocaolloy of dosrgn 13ereneeter5 and prepefly ieearperate Ihis design Info Ine ovaedll bullet no design. Bracing Indicated is Ip prevent buckling of IndlWdual Inrss web andlor chord memers bonly. Addlllnnal tempura ry ared pannanenl bracing MiTek is ahyays rrgllhod ter aleblllly and to prawril 011apse with possible personal rijury and proparly damogo For general guidance reganieng in. 16023S ingley Ridge Rd. [ebficelion• storage, do6rafy, erection and bfo cing of ireuses and Vu ss systems, see ANSI Pll Quality Croon%and 08B-22 avarmo lmm Tmm Plate Inslilute (www,lpinst.org) Chesleiield, MO 63017 gild SCSI BuIlding Compana nt Salely Inferrriztion A,419B1e from IW Suuclural Building Compune ill AssaGal toil (www.sdcscomponenLs-coin) 314.434.1200 / MiTek-US. coin Job Truss Truss Type qty Ply ji L/d PLATES GRIP 3537784 F23 Floor731484365 3 Job Reference.-(optiGnai) CSI TCLL 40.0 Plate Grip DOL 1.00 TC TCDL 10.0 Lumber DOL 1.00 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, BCLL 0.0 Run: 8,63 S Jul 26 2023 Print: 6.630 S Jul 26 WB BCDL 5.0 Code FBC20201TP12014 Matrix -S 2023 MiTek Industries, Inc Tue Sep 05 11:16:54 Page: 1 TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No. 1(flat) I D: BwJ 1_NiiXhZGH21h_vjo5lypHgs-RFC?PsB70Hg3NSgPgnL6w3ulTXbGKWrC Doi7J4zJC?f WEBS 2x4 SP No.3(flat) 1 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied, 0-1-8 I1 except end verticals. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing 1-7-8 Max Grav 10=1090 (LC 1), 15=1083 (LC 1) 1.5x3 n FORCES (lb) - Maximum Compression/Maximum Tension 1.5x3 = 44 = 1 5x3 n 3x4 = 3x4 = 1.5x3 n 1.54 a 4x6 1 5x3 n 5-6=-2837/0, 6-7=-2249/0, 7-8=-2249/0, 1 2 3 4 5 6 7 8 9 11-12=0/2756, 10-11=0/1326 —�y 1._-r O NJ 15 I '1 – – — l–�...._. [ - -- r10 NOTES 14 13 12 11 C _i this design. 3x6 4xB.t 1.5x3 n 4x8 3x4= 3x6 = 20-0-0 20-0-0 Scale = 1:36 4 in Plate Offsets (X, Y): [4:0-1-8,Edge), [12:0-1-8, Edge] I/deft L/d PLATES GRIP 0.97 Vert(LL) Loading (psf) Spacing 2-0-0 CSI TCLL 40.0 Plate Grip DOL 1.00 TC TCDL 10.0 Lumber DOL 1.00 BC BCLL 0.0 Rep Stress Incr YES WB BCDL 5.0 Code FBC20201TP12014 Matrix -S LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No. 1(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing REACTIONS (size) 10=0-4-12, 15=0-5-4 Max Grav 10=1090 (LC 1), 15=1083 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-15=-103/0,9-10=-101/0, 1-2=-3/0, 2-3=-2249/0, 3-4=-2249/0, 4-5=-2837/0, 5-6=-2837/0, 6-7=-2249/0, 7-8=-2249/0, 8-9=0/0 BOT CHORD 14-15=0/1346, 13-14=0/2837, 12-13=0/2837, 11-12=0/2756, 10-11=0/1326 WEBS 8-10=-1643/0.2-15=-164910,8-11=0/1144, 2-14=0/1120, 7-11=-232/0, 3-14=-281/33, 6-11=-629/0, 4-14=-871/0, 6-12=-179/424, 4-13=-60/191, 5-12=-160/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All bearings are assumed to be SP No.1 crushing capacity of 565 psi. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131"X 3") nails- Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards - LOAD CASE(S) Standard 0 0 N DEFL in (loc) I/deft L/d PLATES GRIP 0.97 Vert(LL) -0.34 11-12 >705 360 MT20 244/190 1.00 Vert(CT) -0.46 11-12 >516 240 0,54 Horz(CT) 0-06 10 n/a n/a 1 Weight 109 lb FT=20%F,11%E ���t,<sslt�rrrrr► S LF rrrr ti�� • � rrI :�+. ` `'� GSE N 3F•. r: TID 34869 1k; ;Tk f 4 w � `V r .luIIn i.e.PF. No.34869 h1111ek fqc. ❑IIA NUTelk 1'R.1 hr. Cert 6634 IOG23 Sningity kidgc12U. ('hesternoa. !1n 63017 mH., September 6,2023 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. Design valid for use only with PATek® tonne otars Tbas This design Is ad Only upon parame,!eas shown, andls for an Indtvldual building carnponenf, riot MiTek a buss syslem. Be1ere u". the hulldin designer mull verify the spplrcubilily ordesign parameters and property Incorporale Ulla desrgn inl0 Iho ovetell building design Bracing indlealod is to prevant buckfng of indrn l*uat Iruss web andfur chord mabars only. Anrpljonai temporary and pormanebl bracing Is alNays required [or sfahllky and b>' prevent rol4rpse with possible porspnal In1ury and properly damage For general grrldance regarding Iho 16023 Swingley Ridge Rd labnfa4w. storage, defvefy, erection and lracuro or nu5ses end Iruss systems, sea ANSIMMI Quality Warie and DSB42 aveiable from Truss Plate Institute (www.tpinst.org) Chesterfield, MO 63017 and SCSI Building comparrent Sorely Irdu rmplten available Imm the Sifurlural gullding Gompvnanl Association (vrwwsbcscumponenis.rmm) 314.434-1200 / MiTek-US-com Job Truss Truss Type (loc) qty ply TC — 3537784 F24 Floor 360 MT20 244/190 4 i L T31484366 >545 240 WB 0.54 Horz(CT) 0-06 10 ob. Refe_'enr�Lptional n/a Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8.63 S Jul 28 2023 Print: 8,630 S Jul 28 2023 MiTek Industries, Inc- Tue Sep 05 11:18:55 _ Page: Weight: 109 Ib FT = 20%F, 11%E I D: VzOdJLaVL7mvXGNjmKXvYhypHpj-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 1 260 0-1-8 H 1-6-4 1.5x3 is 1,5x3 = 46= 1-5x3 a 3x4 4x6 = 3x4 = 1,5x3 a 1-5x3 n 1-5x3 if 0 1 2 3 4 5 B 7 B 9 0 N liic'iJi.[_ 0 o N 10 I. l 14 13 12 11 [ 3x6 4x6= 1-5x3 n 4x8= 3x4 = 3x6 = _ 19-10-12 19-10-12 Scale = 1:36.3 Plate Offsets (X, Y): [4:0-1-8,Edge], [12:0-1-8,Edge] Loading (psf) Spacing 2-0-0 TCLL 400 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1 00 BCLL 00 Rep Stress Incr YES BCDL 5.0 Code FBC2020rrPI2014 LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No. 1(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) 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. REACTIONS (size) 10=0-3-8, 15=0-5-4 Max Grav 10=1084 (LC 1), 15=1078 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-15=-103/0, 9-10=-101/0, 1-2=-3/0, 2-3=-2234/0, 3-4=-2234/0, 4-5=-2809/0, 5-6=-280910, 6-7=-2233/0, 7-8=-2233/0, 8-9=0/0 BOT CHORD 14-15=0/1338, 13-14=012809,12-13=0/2809. 11-12=0/2733, 10-11=0/1318 WEBS 8-10=-1633/0,2-15=-1640/0. 8-11=0/1134, 2-14=0/1111, 7-11=-232/0, 3-14=-281128, 6-11=-620/0, 4-14=-85110, 6-12=-183/413, 4-13=-61/188, 5-12=-152/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All bearings are assumed to be SP No.1 crushing capacity of 565 psi. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-1 Old (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard CSI DEFL in (loc) I/deft L1d PLATES GRIP TC 0.92 Vert(LL) -0.32 11-12 >751 360 MT20 244/190 BC 0.96 Vert(CT) -0.43 11-12 >545 240 WB 0.54 Horz(CT) 0-06 10 n/a n/a Matrix -S Weight: 109 Ib FT = 20%F, 11%E 34869 0 1118111,M- 1% It Jullu% 1-ee PE.N-a, 34967 ,iriTrk fnc, WfA 3%W-ek i'SA Fl- ('erl 6634 16013 SivinRley RidKN Rd. ('HrttvrfWd, %1O 63057 itn(r: September 6,2023 De WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 112/2023 BEFORE USE MiTek* Desrgn valid for use only with MITeh®cvnnecmrs This design is based only upon paramNelors ora shown. end is loran IndlNdual Druldlrtg anrrgwnenl, not a lruss system. Before uae, the building dneign or must Yerl ly the applicability of desepn paromefe rs anal property Ificorporale this design into Ihn avarah building ffeslgn. Bracing indicated is to provool huckfing of individual truss web andlor chord members only. Addlllanal lemMrpry and pefntarlenl b.acing 15 always required far stability anrf to preveriteDllapso wish possible personni Inluty and.propo,ty damage For gennral guldancb regarding the 16023 Swingley Ridge Rd, abiloallnn, storage, delivery, oristflon and twadr,g of trusses and truss syslems, see ANSI IrPII Quality Criteria and osa-22 available floor Tsusx Plate Institute (www.lpins( org) Chesterfield, MO 63017 and SCSI Building Component Safest' Inlormation available from ilia elrirrhnnl Building Component Association (www sbcscomponenls com) 314.434-1200 / MiTek-US-com Job Truss Truss Type Qty Ply 13537784 F25 Floor Supported Gable T 1 T31484367 Job Reference (optlonal). _ Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: 8 63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:55 Page: 1 ID:TtCx6bH NgesGoYwaKgl C5jypHmE-RfC7PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f 0 o N x130 0-1- 8 24 11-5-12 4 5 6 7 8 9 3x4 = 10 11 12 4 -- 13 3x4 = 3x6 = 23 22 21 20 19 18 17 16 15 14 4'4-7-4 14-7-4 Scale =1:28.2 Plate Offsets (X, Y): [2:0-1-8.Edge], [11:0-1-8, Edge] Loading (psf) Spacing 2-0-0 CSIDEFL in (loc) I/defl L/d PLATES GRIP TCLL TCDL 40.0 Plate Grip DOL 1.00 10.0 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL) 0.00 13 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix -S - _ Weight: 83 Ib FT 20%F, 11%E LUMBER 3) Truss to be fully sheathed from one face or securely TOP CHORD 2x4 SP No.2(flat) braced against lateral movement (i.e. diagonal web). BOT CHORD 2x4 SP No.2(flat) 4) Gable studs spaced at 1-4-0 oc. WEBS 2x4 SP No 3(flat) 5) All bearings are assumed to be SP No.2 crushing OTHERS 2x4 SP No 3(flat) capacity of 565 psi. BRACING 6) Recommend 2x6 strongbacks, on edge, spaced at TOP CHORD Structural wood sheathing directly applied or 10-00-00 oc and fastened to each truss with 3-10d 6-0-0 oc purlins, except end verticals- (0,131"X 3") nails. Strong backs to be attached to walls BOT CHORD Rigid ceiling directly applied or 10-0-0 oc at their outer ends or restrained by other means. bracing. 7) CAUTION, Do not erect truss backwards. REACTIONS (size) 13=14-7-4, 14=14-7-4, 15=14-7-4, LOAD CASE(S) Standard 16=14-7-4, 17=14-7-4, 18=14-7-4, 19=14-7-4, 20=14-7-4, 21=14-7-4, 22=14-7-4, 23=14-7-4, 24=14-7-4 Max Grav 13=86 (LC 1), 14=122 (LC 1), 15=107 (LC 1), 16=154 (LC 1), 17=145 (LC 1), 18=147 (LC 1), 19=147 (LC 1), 20=147 (LC 1), 21=147 (LC 1), 22=145 (LC 1), 23=154 (LC 1), 24=79 (LC 1) .t1111111111,1, '3ou j FORCES (lb) - Maximum Compression/Maximum Tension •� \•�• s(`••. TOPCHORD 1-24=-54/0, 12-13=-57/0,1-2=-2/0, .�1 2-3=-17/0, 3-4=-17/0, 4-5=-17/0, 5-6=-17/0, ^ 34869 •a 6-7=-17/0, 7-8=-17/0,8-9=-17/0, 9-10=-17/0, y* 10-11=-17/0, 11-12=0/0 ,. BOT CHORD 23-24=0/17, 22-23=0/17, 21-22=0/17, * J w 20-21=0/17, 19-20=0/17,18-19=0/17, 17-18=0/17, 16-17=0/17, 15-16=0/17, WEBS 14-15=0/17, 13-14=0/17 i r: �•(� Q;••��y� 2-24=-25/0, 2-23=-138/0, 11-13=-29/0, 11-14=-109/0, 3-22=-132/0, 4-21=-134/0, �� `� [7 s • •.. , , . , �' t 5-20=-133/0, 6-19=-133/0, 7-18=-134/0, .��r�D N� 8-17=-132/0, 9-16=-140/0,10-15=-97/0 11 10 % NOTES 1) All plates are 1.5x3 MT20 unless otherwise indicated. ,iuliu• 1.ee arrrek 1pe. Ah: M1n, 34867 I.. hA.i 311'rrk i'tiA F1. ['crl 6610 2) Gable requires continuous bottom chord bearing. 16073 Sw in Glcy tti dile 8d. cher lerneld, 510 d!III l�nrri September 6,2023 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. Dealgn valid for use anPy wnlh MlTaklZ cdnnnclers, This dawn s baseC only upon peramels no shown, and Is loran individual twlding component, nal I �� /.�(i r o Irum syelem $afore IW. the bonding deMllruw must verlfy lite applicability of dedfgn para rriatevs and properly Intafporale this design into rhe awfaII hu llding desgln. BraGlfq indlcaled Is rp prevent buckling of IrWlvldunl buss wab andlnr chprd rrlemhers only Addlfronal temporefy and pm-manonf bracing is alleys required for alabplly and to pravar l cogapse with possible personal Injury and pprrppony pnmage. For generar guidance regahling the 16023 Swin le Inprlcslion, slprege, d0lu", drecllmmBnd bracing of "GSES and buss systems, sae ANslyTp11 Quality Crdeda and DSa-22 ova. Ia from Truss Plate Institute www I inst o Swingley Ridge Rd ( p re) Chesterfield, MO 63017 and SCSI Building CompofmnP Safety IMprmaHon availnnle tram the Stfudwal Budding Compenenl Aosuclallpn "w.sbronmponents,vom) 314.434.12001 MiTek-US com Job Truss Truss Type 3537784 F26 Floor Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 2-6-0 0-1-8 1.5x3 u 1.5x3 = 1 I1 t 12. 34 = 3x4 2 Qty Ply I 3 — — T31484368 — Joh Reference (apllonal) J Run: 8 63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:56 Page: 1 I D: mZrjVZvddJ6wEPiBGcPo6UypHgF-RfC?PsB70Hg3NSgpgnL8w3ulTXbGKWrCDoi7J4zJC?f 1 2_0-4 1.5x3 n 3 11 3x4 = Scale = 1:30.4 in (loc) Plate Offsets (X, Y): [4:0-1-8, Edge], [11:0-1-8,Edge] PLATES GRIP Loading (psf) Spacing 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2020/71312014 LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (size) 8=0-5-8, 12=0-5-4 Max Grav 8=793 (LC 1), 12=787 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-106/0,7-8=-103/0. 1-2=-4/0, 2-3=-1480/0, 3-4=-1480/0, 4-5=-1439/0, 5-6=-1439/0, 6-7=0/0 BOT CHORD 11-12=0/934, 10-11=0/1480, 9-10=0/1480, 8-9=0/917 WEBS 6-8=-1137/0, 2-12=-1144/0, 6-9=0/646, 2-11=0/707, 5-9=-293/0, 3-11=-302/0, 4-9=-317/137, 4-10=-140/34 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0,131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards LOAD CASE(S) Standard CSI TC BC WB Matrix -S 3x4 = 4 10 1 5x3 it 14-7-4 14-7-4 1-10-0 1.5x3 it 5 9 3x6* 3x4 = 1.5x3 u a 711 0 O N I 8 3x4 = DEFL in (loc) I/defl L/d PLATES GRIP 0 81 Vert(LL) -0.19 9-10 >931 360 MT20 244/190 0 99 Vert(CT) -0.22 9-10 >799 240 0.34 Horz(CT) 0.03 8 We n/a I Weight: 81 Ib FT = 20%F, 11 %E +,►��%�LILiSr+�I t�• ell 34869 rte• �cr 411 �rrr 44 0 R 1•❑ .", .F41his l.rr PE No. 34869• %l Uck fnc. ❑11A i111Trk INA M. 1[7c05634 15(123 Sningiry Ridge tid. Cbrsternoa. 3110 63,117 Halt: September 6,2023 ALWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE MiTek"' Design valid for use only with MiTeti® connectors. This design is Lased only upon paramelers5hown, and Is for an lndiublual building compononl, not a buss system. Before ula. the bullding designer must vmlty the applleability of design Paramotnrs and property Inawporafa Inds doslgn lulu the overall buidlnq doslgn. Bracing Indicated is to prevent buckling of individual boss web and/or chord membors drily Addtilonal tanipwary and pemranent hrdcing is alvraye requl red for stability end to preveht collapse WIM possible personel Injury and prr,peny damapa. For galtoral guidnnre fegarding Itit 16023 Wrigley Rldge Rd landcaflon_ storage, dellvery, nroOinn And brueng of burs os and truss systems, aee ANSlrrpl7 Dvai]!y crrmrra and DSB-22 ava09ble from Truss Plate Institute (www Ipinstorg) Chesterfield, MO 63017 and BCSt Oullding Component Safety InfarmarEnn available from the s1mviuml Bukiing Cnmporjenl Association 314 434 12001 MiTek-US com Job Truss Truss Type 3537784 F27 — _l Floor Builders FirslSource (Jacksonville, FL), Jacksonville, FL - 32244, Qty Ply 731484369 .Job Reference (opllonal) Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:56 Page: 1 ID:gs4FgVTXXLyopxH PfVBfDHypHZ4-RfC7PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC7f 2-6-0 f 0-1-8 1-10-0 1.5x3 2-0-4 n 1 1.5x3 = 3x4 +. 3x4 = 1.5x3 n 1.5x3 it 3x4 = 1.5x3 it 1 2 3 4 5 6 7 0 0 N 12 — _ 8 i 11 10 9 - 3X6 1 5x3 n 3x4 = U6 = 3x4 = 14-7-4 [ 14-7-4 Scale = 1:30A In Plate Offsets (X, Y): [4:0-1-8,Edge], [11:0-1-8,Edge) I/defl Loading (psf) Spacing 2-0-0 CSI TCLL 40.0 Plate Grip DOL 1.00 TC TCDL 10.0 Lumber DOL 1 00 BC BCLL 0.0 Rep Stress Incr YES WB BCDL 5.0 Code FBC2020/TPI2014 Matrix -S LUMBER 0.34 Horz(CT) TOP CHORD 2x4 SP No.2(flat) 8 BOT CHORD 2x4 SP No,2(flat) n/a WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (size) 8=0-3-8, 12=0-5-4 Max Grav 8=793 (LC 1), 12=787 (LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-106/0, 7-8=-103/0, 1-2=-4/0, 2-3=-1480/0, 3-4=-1480/0, 4-5=-1439/0, 5-6=-1439/0, 6-7=0/0 BOT CHORD 11-12=0/934, 10-11=0/1480, 9-10=0/1480, 8-9=0/917 WEBS 6-8=-1137/0, 2-12=-1144/0, 6-9=0/646, 2-11=0/707, 5-9=-293/0, 3-11=-302/0, 4-9=-317/137, 4-10=-140/34 NOTES 1) Unbalanced floor live loads have been considered for this design, 2) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0,131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 0 0 OF DEFL In (loc) I/defl L/d PLATES GRIP 081 Vert(LL) -0.19 9-10 >931 360 MT20 244/190 099 Vert(CT) -0.22 9-10 >799 240 0.34 Horz(CT) 0.03 8 n/a n/a Welght:81Ito FT=20%F,11%E 'to11I I"Itifi ll �► •'�GElug �� 3456,9' =_04 anon, 1.iti PF Nit. 34 969 Mlifek Inc. D13A till rel: i 4�.1 FLCort 661.4 16023 Sn•Inglcq RWije It. 1. r"hcrlerlleld, {fO 63017 Nie: - September 6,2023 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE REFERENCE PAGE Mil-7473rev. 1/2/2023 BEFORE USE. - m Design valid for use only wllh MF-rel,9 mrtnwaloN. This design is basad Only upon parameters show0, and is for an IhdIvIdual bultdklg componenl, net Tek" a buss system Born. use, the buarling dnslgnar must verify the applicabhIty at doslgn parameters and properly incarpnrefe this design Into Inn eye rag building. desgn efacing hkfi[ lad is to prevent bockiing ❑f Indlvldu Al Imss web and/or chord rnetnbe rs only. AddlttonN temporary end pemmneni braring rs always regelred ler sliand to prevanl cosapse wNh pnsslBlO persanal injury and properly damage Far genefnl gualnnce regefding the 16023 Swingley Ridge Rd fabrwaflon, stOrngo, delivery, ry, erartlnn arw Wacmg or Irussas and Inks syuann, sna ANSIrrPI1 Oualily Critayia end OS9.22 available From Truss Plate Inslitule (www.tpinsl,org) — ChesteAlaid, MO 63017 — and gCSI Eullding Com pnnenl Safety Informal Ian 4va0abfe tfom the Slrurlrlrnl Building Corrmonom As9ncl Rion (www.shcscompments.corn) 314,434.1200 / MiTek-US.com Job I Truss 3537784 IF28 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Scale = 1:32 2 1 2 3 Plate Offsets (X, Y): [2:0-1-8,Edge] I 0 Loading (psf) I Spacing TCLL 40.0 Plate Grip DOL TCDL 10.0 Lumber DOL BCLL 0.0 Rep Stress Incr BCDL 5.0 Code Truss Type Qty Ply I Floor Supported Gable 2 _1 Job Reference -(optional) Run: 6.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Tue Sep 05 11:18:56 ID:RfxEz2xR17cSEgpEv6ueFCypHcL-RfC?PSB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 1-3-0 0-1-8 H1.5x3 = 1.5x3 n 1.5x3 it 1-5x3= 3X4 LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No-3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size) 4=2-3-8, 5=2-3-8, 6=2-3-8 Max Uplift 4=4 (LC 1) Max Grav 4=4 (LC 1), 5=156 (LC 1), 6=60 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-57/0, 3-4=0/3,1-2=-2/0. 2-3=0/0 BOT CHORD 5-6=0/0, 4-5=0/0 WEBS 2-6=0/3,2-5=-141/0 NOTES 1) Gable requires continuous bottom chord bearing. 2) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 Ib uplift at joint 4. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131"X3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard (loc) I/deft Ltd PLATES n/a 999 MT20 n/a 999 4 n/a n/a T31484370 GRIP 244/190 Page:1 Weight: 22 Ib FT = 20%F. 11 %E 'tot IIIIIfto# 34869 p r r r 011, 1� i�N AL Edi%% 11►+r11 it -A dullvi IlAw PF xe, 34069. Il11Tck Inc. DBA N11-l'ok 1 :SA FL CPrl 6634 16025 SwinAiry Rldgr Rd. Chestcrfirld, NIQ 6301.7 Dnlni .. -..... September 6,2023 A WARNING -Verify design parameters wr and READ NOTES Is THIS AND INCLUDED Siem REFERENCE PAGE MII-7473 rev. ng co 23 BEFORE USE. I �� ■ �m Dosh7n veld fpr use only with MiTefc� connBgtars This design Is Sssed odly open parenreters 6h6wn- and a for an IndlVMuaf bulkAng compvnerll, not e buss sySte tn- aefdm use, the bulidlrlg designer mus! ver Hy Iho appllcaWlly vfdesfgn paramM urs and property Incorporale [h Is design into tha overnil huddlnp design. eracnig Indicfltod is to pravenl huGhYing of indtvldual Vuss xrob andlor chord menlbors Holy Addr0onal tnmporWy nod wrmnnenl bracing is always required for slablllly and Iv pre va nl gollapse whh pnssihle person el lrtJury and properly damage. For ge nernl guidance regarding the 16023 Swingley Ridge Rd fabncadorl, slo rage, dellvery, eica on and bracing of!ruses aiw Ilues splercs, see ANSIfTPl1 Quality Cdidrla and DS8-22 evall apps from Trusa Plate Institute (www.tpinsl-org) Chesterfield, MO 63017 and SCSI Building Component safety Information avaitavfe Tram the 5lnrohirnl Bulid ing Col nponerd Assocl alron (w .s "aQmpo nems -corn) 314A34-1200 / MiTek-US com 1 2 3 0 0 r I I 0 N 6�4 d N 3x6 = 5 1-5x3 e 3x4 238 2-3-8 2-0-0 CSI DEFL In 100 TC 0.09 Vert(LL) n/a 1 00 BC 001 Vert(TL) n/a YES WB 003 Horiz(TL) 0.00 FBC2020fTPl2014 Matrix -P LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No-3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size) 4=2-3-8, 5=2-3-8, 6=2-3-8 Max Uplift 4=4 (LC 1) Max Grav 4=4 (LC 1), 5=156 (LC 1), 6=60 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-57/0, 3-4=0/3,1-2=-2/0. 2-3=0/0 BOT CHORD 5-6=0/0, 4-5=0/0 WEBS 2-6=0/3,2-5=-141/0 NOTES 1) Gable requires continuous bottom chord bearing. 2) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 Ib uplift at joint 4. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131"X3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard (loc) I/deft Ltd PLATES n/a 999 MT20 n/a 999 4 n/a n/a T31484370 GRIP 244/190 Page:1 Weight: 22 Ib FT = 20%F. 11 %E 'tot IIIIIfto# 34869 p r r r 011, 1� i�N AL Edi%% 11►+r11 it -A dullvi IlAw PF xe, 34069. Il11Tck Inc. DBA N11-l'ok 1 :SA FL CPrl 6634 16025 SwinAiry Rldgr Rd. Chestcrfirld, NIQ 6301.7 Dnlni .. -..... September 6,2023 A WARNING -Verify design parameters wr and READ NOTES Is THIS AND INCLUDED Siem REFERENCE PAGE MII-7473 rev. ng co 23 BEFORE USE. I �� ■ �m Dosh7n veld fpr use only with MiTefc� connBgtars This design Is Sssed odly open parenreters 6h6wn- and a for an IndlVMuaf bulkAng compvnerll, not e buss sySte tn- aefdm use, the bulidlrlg designer mus! ver Hy Iho appllcaWlly vfdesfgn paramM urs and property Incorporale [h Is design into tha overnil huddlnp design. eracnig Indicfltod is to pravenl huGhYing of indtvldual Vuss xrob andlor chord menlbors Holy Addr0onal tnmporWy nod wrmnnenl bracing is always required for slablllly and Iv pre va nl gollapse whh pnssihle person el lrtJury and properly damage. For ge nernl guidance regarding the 16023 Swingley Ridge Rd fabncadorl, slo rage, dellvery, eica on and bracing of!ruses aiw Ilues splercs, see ANSIfTPl1 Quality Cdidrla and DS8-22 evall apps from Trusa Plate Institute (www.tpinsl-org) Chesterfield, MO 63017 and SCSI Building Component safety Information avaitavfe Tram the 5lnrohirnl Bulid ing Col nponerd Assocl alron (w .s "aQmpo nems -corn) 314A34-1200 / MiTek-US com Job Truss Truss Type QtyFP11 13537794 F29 Floor .1 — _ 1 7 1 Jab Reference.(optinnal). Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, Run: B-63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc Tue Sep 05 11:18:56 I D:IxueGB1 y0H PvUPXUYxU DlhypHZe-RfC7PsB70Hg3NSgPgnL8w3uITXbGK WrCDoi7J4zJC7f _ _ 1-10-0_ _I 0-1-8 1-9-15 1.5x3 u 1.5x3 = 3x4 = 1,5x3 II 3x4 = 1 2 3 4 o � (V 5 7 6 3x6 = 1.5x3 it 1-5x3 it 3x4 = Scale = 1:29 7 I DEFL In Plate Offsets (X, Y): [2:0-1-8,Edge], [3:0-1-8,Edge] L/d PLATES Loading (psf) Spacing 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2020/TP12014 LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 5= Mechanical, 8=0-5-4 Max Grav 5=326 (LC 1), 8=320 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-87/0, 4-5=-85/0, 1-2=-3/0, 2-3=-251/0, 3-4=0/0 BOT CHORD 7-8=0/251, 6-7=0/251, 5-6=0/251 WEBS 3-5=-348/0, 2-8=-339/0, 2-7=-10/49, 3-6=-7/53 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Bearings are assumed to be: Joint 8 SP No.2 crushing capacity of 565 psi, Joint 5 SP No,3 crushing capacity of 565 psi - 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131"X3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 6-1-7 6-1-7 CSI I DEFL In (loc) I/deFl L/d PLATES TC 0-23 Vert(LL) -002 7-8 >999 360 MT20 BC 0.21 Vert(CT) -0,02 7-8 >999 240 WB 0.09 Horz(CT) 0.00 5 n/a n/a Matrix -S _ Weight: 38 lb T31484371 Page:1 GRIP 244/190 FT = 20%F, 11 %E '����rat y�>> 34869 � ' • til QRS �-'*N �f�r o N A± ����% JILK.. Ler P4. Nn, $4869 NbTek Iim, I MA 111Trk t -SA PI. C (,rl 6633 16FI23:4wtagleyRIdgoI(d ('hrslerneld,{f0630IT 11ntr: � -- September 6,2023 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 1/2/2023 BEFORE USE. MiTeV 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 pararrlelers 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 requlred forst8NI9y and to prevent collapse with pesstble personal injury and property damage. For general guidance raggrll(ng the 18023 Swingley Ridge Rd fabrication, slwaga, tlBllvery, wechen and braGnq of IrusS.e9 and Wss systems, sae ANSIfTPl1 Quality Criteria and DSB-22Reple from Truss Plate Institute (www-Ipinst org) Chesterfield, MOO 83017 end SCSI BuIlGing Component Safety InfCrmallon available from file almotuial Building Component Association (www.sbcscomponents-com) 1 314.434A 200 / MiTek-US.com