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HomeMy WebLinkAboutTrussMiTek® RE: 2867031 MiTek USA, Inc. 2508 CR 3CAR BLK NO HS. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Site Information: 314-434-1200 Customer: Adams Homes Port St Lucie ProJ'ect Name: 2867031 Lot/Block: 46PH3 Model: 2508 CR 3CAR Address: 8689 Waterstone Blvd,. Subdivision: WATERSTONE City: Fort Pierce- State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 42 individual, dated 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 147882595 A01 -9/14/2021 21 147882615 B05 9/14/2021 2 147882596 A01A 9/14/2021 22 147882616 B09 9/14/2021 3 147882597 A01B 9/14/2021 23 147882617 B10 9/14/2021 4 147882598 A02 9/14/2021 24 147882618 B11 9/14/2021 5 147882599 A03 9/14/2021 25 147882619 B12 9/14/2021 6 147882600 A04 9/14/2021 26 147882620 Cl 9/14/2021 7 147882601 A05 9/14/2021 27 147882621 C3 9/14/2021 8 147882602 A06 9/14/2021 28 147882622 C5 9/14/2021 9 147882603 A07C 9/14/2021 29 147882623 D01 9/14/2021 10 147882604 A08C 9/14/2021 30 147882624 D01 S 9/14/2021 11 147882605 A09C 9/14/2021 31 147882625 D02 9/14/2021 12 147882606 A10 9/14/2021 32 147882626 E7 9/14/2021 13 147882607 A11 9/14/2021 33 147882627 E7V 9/14/2021 14 147882608 Al2 9/14/2021 34 147882628 E7VA 9/14/2021 15 147882609 A13 9/14/2021 35 147882629 E7VB 9/14/2021 16 147882610 A15 9/14/2021 36 147882630 E7VC 9/14/2021 17 147882611 A16 9/14/2021 37 147882631 F01 9/14/2021 18 147882612 A17 9/14/2021 38 147882632 H7 9/14/2021 19 147882613 B03 9/14/2021 39 147882633 H17 9/14/2021 20 147882614 B04 9/14/2021 40 147882634 PB1 9/14/2021 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Johnson, Andrew My license renewal date for the state of Florida is February 28, 2023. Florida COA: 6634 _ _ IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSIrrPI 1, Chapter 2. P�O **N G_EN SF S02 .,No 49 4 V 4�0 V _;_ = STAT OF Gol? _S4 ho V1 •,�ss'O N Ac,��� . 11111 . Andiew Johnsw PE W.84943 kTek Wklfls: k 6d6634 166623b1vi 91Ridpficd d,Chesle[WM66M7 September 14, 2021 1 of 2 - Johnson, Andrew M'iTe k® MiTek USA, Inc. RE: 2867031 - 2508 CR 3CAR BLK NO HS 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 - - Site Information: Project Customer: Adams Homes Port St Lucie Project Name: 2867031 Lot/Block: 46PH3 Subdivision: WATERSTONE Address: 8689-Waterstone Blvd, . - - City, County: Fort Pierce State: FL No. Seal# Truss Name Date 41 147882635 PB2 _ 9/14/2021 42 147882636 PB3 9/14/2021 2 of2 Job Truss Truss Type Qty Ply 2108 CR 3CAR BLK NO HS 147882595 2867031 A01 SPECIAL 5 1 Job Reference (optional) ouimers rlrsrauurce triad[ uny, rL), riant l.ny, rL - OOabr, 8.43U s Aug lb ZUZ1 IVII I eK inaustrles, Inc. Ivion Sep 1J Ib:Zd:gq ZUZ1 vage 1 ID:?1 YDfItmYJ 1 NmupVDA3te2z4H2S-P7EvC8LU6ufz4KzTcbQhwvk5AL2n47pGB L9Ok6ye_jn 1-4 5-3.0 8-10-8 14-11-8 21-0-0 25-4-0 29-8.0 35-8-8 41-10.11 46.7-4 8-0- -4-0 5-3-0 - 3-7-8 - -6.1-0 - - 8 4.4-0 4-4-0 - 6-0-8 fi-2-7 - 4_ _ii -4-1 Scale=1:91.5 6.00 12 - 3x6 i 30 5 5x6 i 4 3x6 i ST1.5x8 STP = 3 29 8-10- 19 1 2 3x4 = 18 38 22 21 20 3x6 = 4x6 = 2x4 II 6x8 = 5x6 = 3x6 = 5x6 = 6-- 31 7 32 3334 8 - 35 3x6 9 39 17 16 40 41 15 14 42 43 13 3x8 = 3x8 = 3x8 = 48 = 3x6 = -- 5x6 -Z�' - I? 10 ST1.5x8 STP = 36 � 11op I� 1 IQ i 4 46 = - - - 8-11-0 e-10-8 12-0-4 i 21-0-0 29-8-0 - 38-7-111 3-1-12 8-11-12 8-8-0 &11-11 7-11-9 Plate Offsets (X,Y)-- 14:0-3-0,0-3-01,[6:0-3-0,0-2-01,[8:0-3-0,0-2-01,[10:0-3-0,0-3-01,[21:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.61 Vert(LL) -0.28 13-15 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.50 13-15 >907 180 BCLL 0.0 Rep Stress Incr YES WE 0.59 Horz(CT) 0.08 11 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -AS Weight:271 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP No.2 `Except* 2-0-0 oc purlins (4-3-0 max.): 6-8. 4-21: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 3-9-0 oc bracing: 19-21 WEBS 1 Row at midpt 7-16, 7-15, 9-15 REACTIONS. (size) 2=0-8-0, 11=0-7-4, 21=0-3-8 Max Horz 2=419(LC 11) Max Uplift 2=492(LC 12), 11=-911(LC 12), 21=-1146(LC 12) Max Grav 2=367(LC 23). 11=1778(LC 18), 21=2134(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-366/761, 3-4=310/417, 4-5=1385/843, 5-6=-1837/1250, 6-7=1583/1214, 7-8=-1878/1327, 8-9=-2133/1362, 9-10=3023/1620, 10-11=-3266/1758 BOT CHORD 2-22=644/251, 21-22=-644/251, 19-21=-1949/939, 4-19=-1946/916, 16-18=-696/1623, 15-16=712/1787, 13-15=-1133/2318, 11-13==1452/2869 WEBS 4-18=596/1610, 5-16=-17/251, 6-16=-228/615, 7-16=-449/289, 8-15=283/664, 9-15=-784/566, 9-13=-91/585, 10-13=-337/344, 5-18=779/542, 3-22=-547/217, 3-21=-402/888 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 48-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has-been designed for a live load of 20.Opsf on the bottom chord in all areas where a -rectangle 3-6-0 tall by-2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=492,11=911,21=1146. - - 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Andrew JAhn PE Vo. 840.0 Wilk GSA. I.0 PL C,d 6634 160/3 Swto8leS R1Age Road. Chesrerf4L1, 3f0 6?a17' _ Dare: September 14,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not _a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2508 CR 3_CAR BLK NO_HS 147882596 2867031 A01A SPECIAL 1 1 Job Reference (optional) Dunuers r—touurce Iriant arty, rL/, riaut t..uy, rL - csoor, m43u s Aug lb Zuzi MI I eK moustrles, Inc, Mon sep 13 16:Zt5:40 ZUZI vage T ID:?1YDfltmYJ1 NmupVDA3te2z4H28-tJoHQUL6sCngi7YfAlxwS6GGdlRzpcVQQ?vyGYye_jm 1-4 6-1-8 7 2.1 9-7-11 14-11-8 21-0-0 25-4-0 29-8-0 35-8.8 41-10-15 46-7.4 8-0- -4.0 6-1-8 -15.3-12 6-0.8 4-4-0 4-4-0 6-0-8 6-2.7 - 4-B-5 -4-1 6.00 F12 3x6 1 5x8 6 5 2x4 �z, 3x4 II ST1.5x8 STP = 4 303 1 1.2 Ax6 = 20 31 38 23 22 3x6 = 4x6 = 6x8 5x6 = 19 18 41 48 = 3x8 = 3x6 = 5x6 = 9 33 3435 10 42 17 - 16 43 3x8 = 48 = Scale = 1:91.5 5x6 ? 12 ST1.5x8 STP = o 37 CS - m 13Ig 4 15 1E5 �4 3x6 = 46 = 7-2-12 i 6-1-8 6-a-8 12-1-7 21-0-0 29-&0 38-7-11 46-7-4 6-1-8 0- -0 - 4-10-11 - 8-10-9 - - 8-8-0 8-11-11 - -- 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ice) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.30 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.52 15-17 >931 180 BCLL 0.0 Rep Stress [nor YES WB 0.50 Horz(CT) 0.12 13 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 4-23: 2x4 SP No.3, 13-16,16-19: 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 13=0-7-4, 23=0-4-0 Max Horz 2=419(LC 11) Max Uplift 2=-379(LC 12), 13=-968(LC 12), 23=-1082(LC 12) Max Grav 2=275(LC 21), 13=1881(LC 18), 23=2170(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/402, 3-4=301/458, 4-6=215/344, 6-7=2494/1501, 7-8=-2223/1472, 8-9=-1949/1420, 9-10=-2084/1462, 10-11=-2362/1515, 11-12=-3249/1770, 12-13=3485/1901 BOT CHORD 2-23=376/122, 21-23=2052/907, 4-21=-266/201, 20-21=-1035/2162, 18-20=1086/2397, 17-18=881/2123, 15-17=1266/2521, 13-15=-1578/3063 WEBS 7-18=416/405,8-18=-323/768,9-18=-343/212,10-17=-349/783,11-17=-782/563, 11-15=93/584, 12-15=-329/340, 3-23==169/344, 6-20=0/394, 6-21=-2730/1189 - Weight: 270 lb FT = 20% Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-0-4 max.): 8-10. Rigid ceiling directly applied. Except: 3-8-0 oc bracing: 21-23 1 Row at midpt 7-18, 9-18, 9-17, 11-17, 6-21 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to-48-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 onthe bottom -chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide - will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=379, 13=968, 23=1082. -- 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Audrnr 7nCuaaa PE Na. 8403 MIT& CSA:Iuc P7. Cert 6634 16023 SnroSfeY.1111dgc nrctd.[hnler Kh1 to 61017' September 14,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with 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 vedfy_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 chordmembers only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply - 2508 CR 3CAR BLK NO_HS 147882597 2867031 A01B HIP 1 1 Job Reference (optional) DUHU— ri—ouwue Irwin t Ry, rL), r1dr1L uny, rL - a60or, 0.4sU S Aug lb ZUZI MI I eK maustries, Inc. Man sep 13 1b:Ztl:4/ ZUZ1 Page 1 ID:YuAUBcriPWCx6RhnNP_DwTzU6L_ giv2rANMOplYxni2HLOYXMd5Z5NHPzjtJO2KRyeJk 14- 4-36 8-0-5 14�-3 21-0-0 25-4-0 29-8-0 35-1-14 40-7-11 4Lf7 8-0- 4 4-3 6 3-8 15 6-5.13 6-5-13 4-4-0 4-4-0 5-5-14 5-5 14 5-11-9 41 1 2 G ST1.5x8 STP 46 = 4x12 = 20 6x8 = 6.00 12 3x6 i 5 27 18 3x8 = 5x6 = 6 3x6 = 17 16 33 3x8 = 3x8 = 5x6 = 8 34 15 14 3x8 = 48 = 36 13 3x6 = - _ 1 21-0-0 29-8-0 _ _ 37-10-12 Scale=1:90.2 ST1.5x8 STP = �2 32 cS11 rn 12 Io j4 IN 4x6 = Plate Offsets (X,Y)-- [4:0-3-0,0-3-01,[6:0-3-0 0-2-0] [8:0-3-0,0-2-0)[10:0-3-0,0-3-01,[18:0-3-8,0-1-81,[20:Edae 0-4-81 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.27 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.45 15-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -AS Weight: 281lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP No.2 *Except* 2-0-0 oc purlins (4-3-0 max.): 6-8. 2-20: 2x6 SP No.2, 4-20: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 5-17, 7-17, 7-15 REACTIONS. (size) 2=0-8-0, 20=0-5-0, 11=0-7-4 Max Horz 2=419(LC 11) Max Uplift 2=-223(LC 12), 20=-1038(LC 12), 11=-915(LC 12) Max Grav 2=273(LC 21), 20=2314(LC 17), 11=1781(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-209/291, 3-4=274/753, 4-5=1799/1073, 5-6=-1860/1203, 6-7=-1612/1179, 7-8=-1884/1271, 8-9=-2132/1321, 9-10=2974/1592, 10-11=-3168/1666 BOT CHORD 19-20=-2133/1135, 4-19=-2017/1170, 18-19=-471/285, 17-18=664/1772, 15-17=680/1834, 13-15=-1045/2267, 11-13=-1347/2777 WEBS 3-19=602/347, 4-18=-994/2066, 5-18=-395/377, 6-17=-219/607, 7-17=453/266, 8-15=-299/681, 9-15=-758/537, 9-13=-165/640, 10-13=347/343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 26-7-14, Interior(1) 26-7-14 to 29-8-0, Exterior(2R) 29-8-0 to 35-1-14, Interior(1) 35-1-14 to 48-0-0 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 3-6-0 tall by 2-0-0 wide will fit between -the bottom chord and any other members, with BCDL = I O.Opsf. -- - 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=223, 20=1038, 11=915. 8) This truss design -requires -that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Aadrc; John.;. PE Vo. B1943 )IML GSA, Iuc FL Cert 664 16013 SMngiey RMge Road, deu!nIA , NO 6.1017 Date: September 14,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. _ Design valid for use only with MrrekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property, Incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 quality Criteria, DSB.89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Qty Ply 2508 CR3CAR BLK NO HS FrussT',a 147882598 2867031 A02 AL 1 1 Job Reference o tional I r-uawuw°= trio- "'y, rL.f, ndnr iaty, rL.- o°o°f, 8.4DU S Aug 1b ZUZI MI I eK moustrles, Inc. Mon Sep 1316:28:482021 Page 1 ID:?lYDfltmYJlNmupVDA3te2z4H2S-IuTQ2W0_979PZxHErQVd4luhKzRROyCs6z7cttye-B . 71-4-q 5-7-6 8-11-0 12-1-5 21-0-0 1-110-11 29-8-0 38-0-11 45-7-8 1-4 0 5-7.8- 3-3 10 3-2-5 8-10-11 2-10-11 5-9 6 8-10-11 7-0 13 r O 8-8-0 8-1 _-O �0 Offsets (X.Y)-- r5:0-4-0.0-3-01. r6 0-4-8.0-1 5x8 = 2x4 II 7x10 = 6.00 F12 - - - 6 - 28 29 8 — 32 19 18 3x6 = 3x6 = " ° 4x8 = 3x6 = 7x10 ST1.5x8 STP = 8x10 = 46 = _35-4-2 , _ 45-7-8 _ _ Scale=1:86.4 07 0 d „ I O IN LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.55 12-14 >801 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.89 12-14 >499 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.1 "Except` TOP CHORD 6-8,1-5: 2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP M 31 'Except' 2-18: 2x6 SP No.2, 4-19: 2x4 SP No.2, 11-13: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-11-12 REACTIONS. (size) 2=0-8-0, 11=0-3-0, 19=0-3-8 Max Horz 2=405(LC 11) Max Uplift 2=487(LC 12), 11=-772(LC 12), 19=-1133(LC 12) Max Grav 2=394(LC 23), 11=1666(LC 18), 19=2079(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/534, 3-4=210/420, 4-5=180/426, 5-6=-1700/1243, 6-7=-1718/1281, 7-8=-1718/1281,8-9=-2524/1502,9-11=2714/1570 BOT CHORD ' 2-19=530/194, 17-19=-1861/765, 16-17=816/1276, 14-16=736/1629, 12-14=-797/1652, 11-12=1260/2332 -WEBS 5-17=2175/1060, 5-16=0/547, 6-14=-142/698, 8-12=-274/839, 9-12=383/497, 3-19=-293/451 Weight: 261 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 4-2-0 oc bracing: 17-19 1 Row at midpt 5-17, 6-16, 7-14, 8-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Extedor(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-8-0, Interion'l) 33-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer-/ Project engineer responsible for verifying applied roof live load shown covers rain -loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss -has-been designed for a 10.0 psf-bottom chord live load nonconcurrent with any other -live loads.- -- — - 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at-joint(s) except Qt=lb) - 2=487, 11=772, 19=1133. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly -to the bottom chord. Aodii6 J.%o. o PC No. 84943 \ffrO USA, 1 c FL CIA 6634 160L9Sidagley Ridge Ro2d,Chemerlk1d.31[ 63017' _ Dale: September 14,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify -the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply 2508 CR 3CAR BLK NO HS 147882599 2867031 A03 SPECIAL 1 1 Job Reference (optional) buimers rlrstJource Imam tiny, M), Plant Lay, rL - JSObI, t).4JU s Hug I ZUZI MI i eK maustfles, inc. Man Sep IS 1b:Zd:4B ZUZI Page I ID:?1 YDfltmYJ 1 NmupVDA3te2z4H2S-m41 oGsOcwRHFB5sQP80sdyRvtMm VIP8?Ldt9PJyeJi ,14 5-2-5 8-11-0 13-2-15 19-0-0 24-7-13 318-0 375-1 45-7-8 i-4: 5-2-5 3-8 11 - 4-315 - 5-9 1 5-7-13 7-0.3 5-9 1 8-2-7 6.00 12 5x6 = 2x4 11 5x6 = 6 28 29 7 30 31 8 JY 19 10 --- — �.... — ST1.5x8 STP = 7x8 = 4x6 = Scale=1:85.5 m d or 11 � Ia - �14 N Plate Offsets (X,Y)-- [5:0-2-12,0-3-0), [6:0-3-0,0-2-0], [8:0-4-0,0-2-8), [11:0-6-0,0-0-6), [19:0-3-0,0-4-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 0.80 Vert(LL) 0.19 19-25 >558 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.66 12-14 >676 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 258 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 8-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 'Except* 5-2-0 oc bracing: 17-19 2-18,4-19: 2x6 SP No.2 WEBS 1 Raw at midpt 5-17, 6-16 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-11-12 REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8 Max Horz 2=364(LC 11) Max Uplift 11=-768(LC 12), 2=-460(LC 12). 19=-1159(LC 12) Max Grav 11=1648(LC 18), 2=356(LC 23), 19=2098(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-197/548, 3-4=117/417, 4-5=41/436, 5-6=-1673/1216, 6-7=-1947/1382, 7-8=1947/1382, 8-9=247511518, 9-11=2611/1501 BOT CHORD 2-19=556/152, 17-19=-19101823, 16-17=783/1313, 14-16=-760/1591, 12-14=-876/1769, 11-12=1175/2225 WEBS 5-17=2189/972, 5-16=0/542, 6-14=-303/820, 7-14=-379/391, 8-14=119/329, 8-12=-268/746, 9-12=-322/429,3-19=-274/416 NOTES- - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=40R; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-Oto 19-0-0, Exterior(2R) - 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 31-8-0, Exterior(2R) 31-8-0 to 35-8-0, Interior(1) 35-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer /Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom -chord live load nonconcurrent-with any -other live loads. - - - 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of -withstanding 100 lb uplift at joint(s)-except (jt=lb) 11=768, 2=460, 19=1159. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. A.d" J.6— PE.Va. 84943 NUM USA; rat: F'L Cert 6634 16023 SMA Zle) Fridge Raad, Cbewereeld.S1064"7' September 14,2021 - - - - . - - - - - -- - --- - - - -. _.. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' 'Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ; AiTek• _ building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fYl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City ply 2508 CR 3CAR BLK NO HS _ 147882600 2867031 A04 SPECIAL 1 1 Job Reference (optional) builders rlrsiJource lrlam Gny, t-L), riant tarty, rL - 3Jbbr, ts.4JU S Aug I LUZI mi I eK Industries, Inc. mon Sep 1J 1ti2t1:b1 zuz1 rage 1 ID:?1 YDfItmYJ 1 NmupVDA3te2z4H2S-iT9YgYQtS2Yz000p WZ2KiN WGCASgDLsioxMGTCye_jg ,1 4-Q 6-1-8 8-11-0 , 12�-5 17 0-0 22-2-12 2N 33-8-0 38-3-8 45-7-8 -4- 6-1-8 -2-9-8 3-7-5 4-5-11 - 5-2-12 - 6-2-8- - 5-2-12- 4-7-7 - - 7-4-0 - 28 m 0 1C%� 37 ST1.5x8 STP = 4x6 = 6.00 12 5x6 = 6 '5x6 i 5 29i55�1 3x4 11 2x4 \\ 4 3 �9 4x8 = 21 20 7x8 = 18 3x8 = 3x6 = 5x6 = 30 7 31 32 8 33 17 38 39 16 40 4xB = 3x6 = __- 25-4-0 5x6 = 634 35 3x6 10 36 41 15 14 13 3x8 = 2x4 I1 48 = -33-8-0 , _ 38-3-8 Scale = 1:86.0 4x6 M 11 6 co 12 I; I6 IQ 4 a 5x8 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.20 21-27 >511 240 MT20 244/190 TCDL _ 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.42 14-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.10 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 265 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 9-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 `Except' 5-2-0 oc bracing: 19-21 2-20,4-21: 2x6 SP No.2, 12-15: 2x4 SP No.1 WEBS 1 Row at midpt 5-19, 7-18, 8-14 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-11-12 REACTIONS. (size) 12=0-3-0, 2=0-8-0, 21=0-3-8 Max Horz 2=322(LC 11) Max Uplift 12=-769(LC 12), 2=-465(LC 12), 21=-1153(LC 12) Max Grav 12=1616(LC 18), 2=335(LC 21), 21=2081(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-116/498, 3-4=21/405, 4-5=0/442, 5-6=-1687/1220, 6-7=1484/1169, 7-8=2165/1461, 8-9=2019/1368, 9-10=2264/1437, 10-12=-2565/1491 BOT CHORD 2-21=482/69, 19-21=-1843/754, 18-19=-760/1150, 16-18=-1042/2014, 14-16=-1130/2126, 13-14=1174/2186,12-13=-1174/2186 WEBS 5-19=2062/941, 5-18=-60/637, 6-18=-236/557, 7-18=-855/482, 7-16=-47/443, 8-14=-425/285,9-14=-341/740, 10-14=-367/315, 3-21 =266/390 NOTES- - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Extedor(2R)- 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Exterior(2R) 33-8-0 to 37-8-0, Interior(1) 37-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied -roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5)-This truss has been designed for -a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - - 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=769, 2=465, 21=1153. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Andrew Joliurm PEN.84943 AUT& GSA; Inc FL Cen 6634 160Z3 Swffi i[, IUdgp tt nd..6..terM1d.:mo caol1' DaIC __ - - _ September 14,2021 ® WARNING --Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid far use only with MITekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��• _ a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPIt Quality Criteria, D5B.89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 25011 CR 3CAR BILK NO HS 147882601 2867031 A05 SPECIAL 1 1 Job Reference (optional) bunaers rirstsource trlant Glty, t-Lj, riant LIty, I-L - JJOO/, d.4JU S Aug It) ZUZI Iwl I eK Inaustries, Inc. Mon Sep i3 lb:Zd:oZ ZUZI rage I ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-AfjxutRVDMgg2Yb?4GZZFb3SvanpyhOS1b5pOeye jf 1 : 5-8-2 8-11-8 15-0-0 21-10-7 29-4-4 35310 40-11-3 45_7-8 4 5-&2 3-3 6 - 6-0.8 6-10-7 7-5 13 6-312 5-3-2 4-8 5 6.00 F12 5xS — 5x6 = - - - - 3x6 = - - 5x6 = 5 28 29 6 30 7 31 32 ' 8 3b ST1.5x8 STP = - 4x6 = 5x8 = 19 18 7x8 = 37 16 15 38 39 14 3x6 = 4x8 = - '3x6 = 41 13 12 4x8 = 3x8 = 46 10 Scale = 1:86.0 8-&0 _ 8-11-8 — _ 17-3-2 _ _ 26-5-12 - - - - - _ 35-8-0 _ — - — _ 45,7-8 _ - - 8-&0 0- 8 8-3-9 9-2-10 9-2-4 9-11-8 Plate Offsets (X,Y)—[4:0-3-0,0-3-01,[5:0-4-8,0-1-121,[6:0-3-0,0-3-01,[8:0-4-0,0-2-81,[11:0-6-0,0-0-61,[19:0-2-12,0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.27 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.46 12-14 >970 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 250lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 `Except* BOT CHORD Rigid ceiling directly applied. Except: 15-17: 2x4 SP No.2, 11-13,13-15: 2x4 SP No.1 5-3-0 oc bracing: 17-19 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 7-12 SLIDER Right 2x6 SP M 26 2-6-0 REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8 Max Horz 2=281(LC 11) Max Uplift 11=-767(LC 12), 2=-459(LC 12). 19=-1160(LC 12) Max Grav 11=1610(LC 18), 2=353(LC 23), 19=2050(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-172/505, 3-4=13/373, 4-5=-46/504, 5-6=-1782/1240, 6-7=-2596/1613, 7-8=-2167/1386, 8-9=-2410/1437, 9-11=2545/1542 BOT CHORD 2-19=493/123, 17-19=-1841/807, 4-17=-351/371, 16-17=-772/1462, 14-16=-1249/2345, 12-14=1350/2500, 11-12=-1240/2180 WEBS 5-17=2027/776, 5-16=-354/1117, 6-16=-876/578, 6-14=-45/418, 7-12=666/415, 8-12=-249/742, 3-19=260/382 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40f ; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Exterior(2R) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed -for a live load of 20.Opsf on -the bottom -chord -in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=767, 2=459, 19=1160. - 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Andrew JA6PE.Vo. 84§43 E' Altre4 USA,1—FCen 6634 16a23 SeloQfry Ridge Road, Chesterfleld; JIO 63017' Dale•. - ' September 14,2021 ® WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only wilh Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporaryand permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingiey Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2508 CR 3CAR BLK NO HS _ 147882602 2867031 A06 Hip 1 1 Job Reference (optional) tsuuaers rirstsource (Plant city, rL), Plant laity, hL -;J 5Zbt, 8.43U s Aug 16 2U21 MI Fek Industries, Inc. Mon Sep 13 16:28:53 2021 Page 1 ID:?, YDfltmYJ 1 NmupVDA3te2z4H2S-esHJ5D S7_fohfi9Be_4onobel_AMhBXbGFrNY4ye_je 1-Q 6-9 4 13-0-0 21-0-0 29-0-0 37-0-0 37 8 0 42-0-0 46-1-5 50 8-0 8-0.0 8-0.0 -8-0-0 0-&0 4-4-0 - 4-1-5 4-6 11 4- 6.00 12 Sx8 = 4 5x6 i 32 ST1.Sx::5�� 12 0 20 4x6 = 2x4 If 19 35 5x6 = 5x6 = 29 5 30 18 5x8 = 3x4 11 - 5x8 = 5x6 = 31 6 32 7 8 36 17 3x6 = 5x6 9 16 15 — 5x6 I I 3.00112 Scale=1:97.4 2x4 = - M - 10 ST1.5x8 STP = d 34 4 " �I9 ,2 0 4x6 6-9-4 13-0-0 21-0-0 29-0-0- 36-11-12_ - 37.p-0 42-0-0- 50-8-0 _ 6-9-4 ' 6-2-12 ' 8-0-0 ' 8-0-0 7-11-12 0- -4 5-0-0 8-8-0 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [4:0-5-8,0-2-4], [5:0-3-0,0-3-4], [6:0-4-0,0-3-0], [8:0-3-0,0-2-0], [9:0-3-0,0-3-0], [11:0-0-14,Edge], [14:0-2-8,0-2-12], [18:0-4-0,0-3-0], I19:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.22 1B-19 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.38 18-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.08 16 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 7-16: 2x6 SP No.2 WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 16=0-3-8, 11=0-8-0 Max Horz 2=295(LC 10) Max Uplift 2=-815(LC 12), 16=-1275(LC 12), 11=-246(LC 12) Max Grav 2=1586(LC 17), 16=2618(LC 18), 11=379(LC 18) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD ' 2-3=-2779/1415, 3-4=-2153/1190, 4-5=-1828/1140, 5-6=-182811140, 6-7=-407/996, 7-8=-450/1024, 8-9=-508/1066, 9-10=-354/579, 10-11=363/294 BOT CHORD 2-20=1086/2644, 19-20=-1087/2638, 18-19=659/2005, 17-18=218/1039, 14-16=2477/1437,7-14=-366/385,13-14=-480/601,11-13=-256/349 WEBS 3-20=0/255, 3-19=-727/493, 4-19=-154/649, 5-18=-467/483, 6-18=-612/1171, 14-17=269/1034, 6-14=-2211/1239, 8-14=-517/308, 9-14=-695/379, 9-13=0/352, 10-13=658/527 PLATES GRIP MT20 244/190 Weight: 295 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 4-7-0 oc bracing: 14-16 1 Row at midpt 4-18, 6-18, 6-14 NOTES- - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 37-8-0, Exterior(2R) 37-8-0 to 43-3-14, Interior(1) 43-3-14 to 52-0-0 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=815, 16=1275, 11=246. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Ana i�, JA ... re vo, 84943 Urr.k um:Inc: FL aert 6634 1601, Swbgl!n Rldv Ruad..Cbe.rzrneId. st06)017' Z.- September 14,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. ��' Design valid for use only with Mn`ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building. designer must verify the applicability of design parameters and properly Incorporate this design into the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITeIC� Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/"Pill Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Jab Truss Truss Type Ply 2508 CR 3CAR BLK NO HS �Qty 147882603 2867031 A07C SPECIAL 1 1 Job Reference (optional) ouuuers nrstouurce triant uRy, rL/, riant uny, rL - 50DO1, d.43u S Aug 16 ZUZ1 MI I eK Inaustrles, Inc. Mon Sep 13 1b:Zd:b4 ZU21 Page 1 ID:?1 YDfltmYJ1 NmupVDA3te2z4H2S-72rhJZSIIzwYHskOBhc1 K08pDN W3QaQIUvaw4Xyejd n1 4-0 6 4 4 11-0-0 15-10-13 194-9 23-11-0 32-0-2 42-0-0 45-10-12 50 8-0 1-4 d 8-4 4 4-7-12 4-10-13 3-5 12 4-6 15 8-0.10 9-11-14 3-10-12 - 4-9 4 6x8 = 4x4 7x8 = 4x4 7x8 = 2x4 II 4x4 3x4 11 = = = 6.00 12 4 275 6 28 7 8 29 9 10 3031 11 21 20 19 32 33 18 34 17 16 35 36 4x6 = 2x4 I I 3x8 = 3x6 = 48 = 3x6 = 48 Scale: 1/8"=l' - N 15 12 6x8 = ST1.5xB STP = 3.00 12 3x6 zZ 36-11-0 _42-0-0 _ .50-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.23 18-20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.41 18-20 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.12 15 n/a n/a BCDL 10.0 Code FBC2020rrPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-4: 2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.2 `Except' 8-15: 2x4 SP No.3, 15-17,17-19: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 15=0-3-8, 2=0-8-0 Max Horz 2=400(LC 12) Max Uplift 12=-279(LC 9), 15=-1127(LC 12), 2=-844(LC 12) Max Grav 12=514(LC 18), 15=2179(LC 17), 2=1688(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 260 (lb) or less except when shown. TOP CHORD 2-3=-3022/1525, 3-4=-2551/1365, 4-5=-2276/1306, 5-6=2625/1366, 6-7=1782/854, 8-9=-471/228, 9-10=-465/218 BOT CHORD 14-15=-734/464, 8-14=-655/479; 12-13=-239/364, 2-21 =-1 641/2729, 20-21 =-1 641/2729, 18-20=1484/2594, 16-18=-1303/2370, 15-16=-581/1100 WEBS 3-20=578/417, 4-20=-351/933, 5-20=590/309, 6-18=-99/397, 6-16=-917/699, 7-16=-509/1272, 7-15=-1740/997, 8-13=350/645, 10-12=-455/355 Weight: 315 lb FT = 20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 5-3-0 oc bracing: 14-15 1 Row at midpt 7-15 NOTES- 1) Unbalanced roof live loads -have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-0-0, Interior(1) 15-0-0 to 50-6-4 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. 6) `This truss has been designed for a live load of-20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide -- will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Bearing atjoint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.- - _ 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=1b) 12=279,15=1127,2=844. 9) This truss design requires that a minimum of 71.16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,iaari;:auFueo. re _v". sis+3 Wrelt USA; Iae: FL Celt 6634 16023 Swi Zf yWilli` R.A. Ch"lzeneld,}1063.017 Dale: September 14,2021. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall _ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chestefeld, MO 63017 Job Truss Truss Type Qty Ply CR 3CAR BLK NO HS r28 147882604 2867031 AO8C SPECIAL 11eference (optional) tsunaers I-Irstsource (rlant c¢y, t-L), rlant city, I-L - 33belr, 6.43U s Aug 1b 2U21 ml l eK Inaustrles, Inc, Mon Sep 13 1ti:26:bb 2u21 Nage 1 ID:?l YDfitmYJ 1 NmupVDA3te2z4H2S-3RyRkFU?HaAGWAUmJ6eVPRD7KB9eUXR1 yD319Pye. jb �1-4-Q-6.3-4 ,- 9.0-0 -, 16-0-11. 16.4-0 -23-0-0 - 29-115 - 37-0-0 42-0-0 46-5-4 50-6-0 - - y-a-d 6-3 4 2-6-12 ' 7.0-11 0-�-5 43 15 6-11-5 7-0-11 5-0-0 4-5-0 4-2-12 2-4-1 Scale: 1/8"=1' 6x8 = _ 6.00 12 4x4 = 7x8 4x4 —_ 7x8 = 2x4 II 4x4 — 3x4 I I 2x4 \I- 4 27 28 5 629 30 7 8 31 - 9 10 32 11 21 20 19 18 17 16 15 4x6 -= 3x8 = 4x8 = 3x6 = 3x6 = - 6x8 = 48 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.29 19 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.46 19-21 >959 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.13 16 n/a n/a BCDL 10.0 Code FBC2020ITPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except` TOP CHORD 1-4: 2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.2 *Except* 2-20: 2x4 SP No.1, 8-16: 2x4 SP No.3 WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 2=0-8-0, 16=0-3-8 Max Harz 2=338(LC 12) Max Uplift 12=-266(LC 9), 2=849(LC 12), 16=1132(LC 12) Max Grav 12=460(LC 22). 2=1419(LC 1), 16=1941(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2518/1551, 3-4=-2323/1459, 4-5=-2068/1358, 5-6=-2727/1642, 6-7=-2038/1140, 8-9=-534/267, 9-10=-524/253 BOT CHORD 2-21=1599/2211, 19-21=-1753/2724, 18-19=-1566/2566, 16-18=-947/1607, 14-16=777/545, 8-14=-725/556, 12-13=265/381 WEBS 3-21 =302/372,4-21=-401/810, 5-21=-862/485, 6-19=-110/272, 6-18=760/612, 7-18=-385/855, 10-13=-9/292, 10-12=-492/383,8-13=408/679,7-16=-1970/1262 12 ST1.5x8 STP = 3.00 12 3x6 ZZ PLATES GRIP MT20 2441190 Weight: 298 lb FT = 20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 4-8-0 cc bracing: 14-16 1 Row at midpt 5-21, 7-16 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-D-0 to 13-0-0, Interior(1) 13-0-0 to 50-6-4 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. 6) •--This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide - will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 12 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=266,2=849,16=1132. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. IN N - AmGew Joh.16 PEN.. 81943 XUrek GSA; Inc: FL Cert 66.14 1G013 Sr1n�leyAiJge Qnad,'CbnlereeW.3fa 6301 7.' September 14,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedy 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 M iTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSO-89 and BCSI Building Component 16023 Swmgley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Fly 2508 CR 3CAR BLK NO HS 147682605 2867031 A09C SPECIAL 1 Job Reference (optional) DU11 rs ri—OUL — trianL Uiry, rL), rianl airy, rL - 000W, t1.43U 9 AUg 18 ZWO MI I eK Industries, Inc. Mon Sep 13 16:28:57 2021 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4 Wx-XdWpxbVe2u178JTztp9kyemJnbXodzQBBspahryeJa 17-0-9 11-0-01 7-0I 2-11-2 16-0-0 i64-0 2-1707 3 3-02 4345-0 5 35-01-18--01-10-14 4& 1-44 7-047 4-1 -_30 1 _ _ 0-8-9 Scale: 1/8"=1' 6.00 12 6x8 4x4 = 7x8 = 48 = 4x4 = 7x8 = 4x6 = 7x8 = 2x4 11 3x4 I I 4x4 = 3 284 5 6 29 30 7 8 9 31 10 11 12 32 13 N n 25 24 22 21 20 19 18 bx12 = 23 17 14 ST1.5x8 STP = 4x4 = 4x4 = 6x8 = 2x4 I I 7x8 = 44 = 7x8 = ST1.5x8 STP = 4x6 = 4x4 = 3.00 12 3x6 17-0-9 7-0-0 16-0-0 t6r4-0 21-11-0 i 26-10-7 31-9-13 36-10-0 37�0.0 43-5-0 50-8-0 1 ' -- 7-0-0 5-1-2 3-10d4 0-'4t0 4-10-7 4-11-7 4-11-7 5-0-3 0- -0- 6-5-0. 7-3-0 - LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.41 22 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.42 21-22 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(CT) 0.11 18 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 670 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except` TOP CHORD 1-3: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 `Except` BOT CHORD 15-16,14-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 14=0-8-0, 2=0-8-0, 18=0-3-8 Max Horz 2=270(LC 8) Max Uplift 14=-538(LC 5), 2=1892(1_13 8), 18=3097(LC 8) Max Grav 14=813(LC 14), 2=3198(LC 13), 18=5160(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6576/3730, 3-4=-5960/3468, 4-5=-7964/4719, 5-6=-8598/5121, 6-7=6097/3650, 7-8=-2855/1695, 8-9=-898/1488, 9-1 0=-1 713/2765, 10-11=-799/580, 11-12=766/546 BOT CHORD 2-25=3410/5851, 24-25=-4719/7964, 22-24=5121/8598, 21-22=-4763/7965, 20-21=4763/7965, 19-20=-3639/6070, 18-19=-1609/2681, 16-18=-2162/1425, 9-16=-862/730,15-16=-707/362,14-15=606/737 WEBS 3-25=1230/2476, 4-25=-2529/1525, 4-24=-124/637, 5-24=-804/488, 6-21=0/303, 6-20=-2273/1354, 7-20=-621/1453, 7-19=-3897/2355, 8-19=-1288/2571, 8-18=-5132/3086, 10-16=2356/1573, 10-15=-876/1693, 11-15=-407/431, 12-14=-884/791, 5-22=224/372, 6-22=-442/769 Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-0-0 oc bracing: 16-18 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. -Webs-connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5)-Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent.with any other live loads. 8) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 14 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 .4nJten Johmon FE Ya &/SJJ hffieh CS.I; Ne' FI. Cert 663 J I e02.1 Sdcyle}-:RWge Road,C7refreAelJ, VIO 63,a17 i llalr - _ September 14,2021 ® WARNING - Verity design parametersend READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5N 92020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not�- a truss system. Before use, the building designer must verity -the applicability of design parameters and properly Incorporate this design into -the overall _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2.508 CR 3CAR BLK NO HS 147882605 2867031 A09C SPECIAL 1 Jab Reference (optional) wnrenuruusuras, urc. wrun aep is i n:Lo:ot zuzi ragez NOTES-ID:zmbLkv5ELlDtgyehSMnND7z4 Wx-XdWpxbVe2ul7BJTztp9kyemJnbXodzQBBspahryeja 10) Provide mechanical connection (by -others) of truss to bearing plate capable of withstanding-100 lb uplift afjoint(s) except Qt=lb) 14=538, 2=1892, 18=3097. — 11) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down and 391 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert:1-3=-54, 3-13=-112(F=-58), 2-25=-20, 18-25=42(F=22), 17-18=42(F=-22),15-16=42(F=-22), 14-15=42(F=-22) Concentrated -Loads (lb) Vert: 25=475(F) A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply 2508 CR 3CAR BLK NO HS � 147882606 2867031 A10 SPECIAL 2 1 Job Reference (optional) FlrstBource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:28:59 2021 Page 1 ID:71 YDfitmYJ1 NmupV DA3te2z4H2S-TOeaMH WUZVYfNddL_EBC 13rfuOFu5rS UeAlhmkye-jY 1-4-0 6-1-B 10-4-3 14-3-12 21-0-0 29-8-0 33.4-0 3.1 3-& 44-4-0 1.4-0 6-1-8 4.2-11 3-11-9 6-8-4 - 8.8-0 - 3-8-0 - 4.11. - - 6.0.10 a — 7x8 5- 6x8 = 3x4 = 14 Scale = 1:80.3 3x6 — 5x6 I I 2x4 I I 48 = 4x6 II 6-3.8 i 6-1-8 6-2r8 14-3-12 21-0-0 27-3-11 33-4-0 38.3-6 44-40 - 6-1-8 0- -0 - 8-0-4 - -- 1,-- - 6-3-11 fi-0-5 - 4-17-6 - ---6-0-70 Plate Offsets (X,Y)-- [4:0-2-0,0-3-01,[6:0-6-4 0-5-41,[9:0-3-0,0-3-0] [11:Ed a 0-3-8] [15:0-2-8 0-3-0] [22.0-3-0 0-1-8] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.17 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.28 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.12 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 294lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied, except end verticals, and 6-7: 2x6 SP No.2 2-0-0 oc purlins (4-10-14 max.): 6-7. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 8-13: 2x4 SP No.3 4-1-0 oc bracing: 20-22 WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 13-15 6-16: 2x4 SP No.2 WEBS 1 Row at midpt 5-18, 6-16, 7-16, 4-20 REACTIONS. (size) 2=0-8-0, 22=0-3-8, 11=0-3-8 Max Horz 2=388(LC 11) Max Uplift 2=-303(LC 12). 22=-1113(LC 12). 11=-773(LC 12) Max Grav 2=266(LC 21), 22=2067(LC 17), 11=1717(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-298/417, 3-4=305/243, 4-5=-2326/1369, 5-6=-2025/1320, 6-7=-1826/1268, 7-8=2316/1479,8-9=-2308/1354,9-10=1636/905,10-11=-1615/944 BOT CHORD 20-22=-2030/1111, 3-20=-441/430, 19-20=-1036/2007,'18-19=1085/2250, 16-18=837/1901, 15-16=797/1773, 8-15=-216/295 WEBS 5-18=449/314, 6-18=-118/517; 7-16=58/340, 7-15=-317/645, 12-15=-728/1537, 9-15=-298/846, 9-12=-1144/730, 10-12=756/1532, 4-20=2392/1221, 4-19=63/314 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterjor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-6-9, Interior(1) 33-6-9 to 44-2-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed -far a 10.0 psf bottom chord live load-nonconcurrent with any other live loads. - 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing -plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=303, 22=1113, 11=773. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied. directly to the bottom chord. - - - 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the tap and/or bottom chord. Andrew i.hmnn pk.-4u. 81943 mrro,usX I➢C'FL Cert 604 16023 S\rlugle)' I6dgeltond. Ch..W leld,bI063017' Jam': September 14,2021 A WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek« is ahvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ely 2508 CR 3CAR BILK NO HS _ 147882607 2867031 A11 SPECIAL 1 Job Reference (optional) - • •-•---•-- r •-• •• --••,• • -n � •• mow, • - o.wu s Z Io [Ut I No I eK Inaustrles, Inc. ivion Sep 13 16:29:U1 2U21 ]-age 1 • ID:?l YDfltmYJ1 NmupVDA3te2z4H2S-POmKnyY857oZdxnk6fEg6UxOjCtlzm_n5Unogdye_jW i1-4-Q 4-1-14 5-8-4 9-7-13 14-2-1 19-0-0 26-3-5 31-8-0 33-4-q 38-3-12 44-4 0 -40 4-1-14 '1-6-6' 3-11-9 -- 4-6-4 - 4-9-15 ' 7-3-5 -- 5-4-11 1-5-0 4-11-12- - 5x8 = 6.00 12 7 2x4 I I 5x8 ',�- 4 ST1.5x8 STP = 3 - 29 1 2 2x4 11 31 32 8 33 5x6 = 2x4 11 9 10 4x6 12 Scale = 1:B4.9 25 16 3y 15 14 13 3x4 = 3x6 — 46 = 2x4 I I 3x8 = 3x6 I I _ , 9-7-13 -, 14-2-1 1 19-0-0 26-3-5 334-0 38-3-12 _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.48 24 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.62 24 >859 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.33 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 607lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 4-25: 2x6 SP No.2, 10-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 3-23: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 13=0-3-8 Max Horz 2=347(LC 11) Max Uplift 2=-1017(LC 12), 13=-907(LC 12) Max Grav 2=2074(LC 17), 13=1952(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3997/2013, 3-4=-9096/4648, 4-5=-10228/5281, 5-6=-4290/2348, 6-7=3254/1906, 7-8=-2794/1774, 8-9=-2794/1774, 9-10=2738/1733, 10-11=-2746/1618, 11-12=188211061,12-13=-185011092 BOT CHORD 2-25=1939/3762, 23-25=-1465/2956, 4-23=-343/266, 22-23=-2847/5671, 21-22=2848/5678, 20-21=-1953/3942, 18-20=-1397/3009, 17-18=-1103/2361, 10-17=194/307 WEBS 3-25=40OB/2135, 3-23=3776/7363, 5-22=-32/312, 5-21=-2040/1052, 6-21=-482/1188, 6-20=-13761813, 7-20=-515/1254, 8-18=391/417, 9-18=-443/915, 9-17=-285/583, 14-17=871/1787,11-17=-417/1142,11-14=-1367/864,12-14=-917/1786, 5-23=-2447/4786 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 23-25, 15-17 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1-row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads -noted as (F) or (8),-unless otherwise indicated. - 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterier(2R) 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 31-8-0, Exterior(2R) 31-8-0 to 35-8-0, Interior(1) 35-8-0 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60,plate grip DOL=1.60 5) Building Designer / Project engineer -responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. A d,8 < JA6ro PE i..ais4a 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a_10.0 psf bottom chord live load nonconcurrent with any other live loads. N1rrekusAA c:FLc<n664 14d23 snugl<ymage 6ma, C6nMrtkW, HO6Ja17 ti•i<: 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide September 14,2021 will fit between the bottom chord and any other members, with BCDL = 10.Opsf. ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51IM020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i1AiTek< Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Chesterfeld, MO 63017 Job Truss- Truss Type _ Oty Ply 25013 CR 3CAR B L K NO_HS _ _ 147882607 2867031 All SPECIAL 1 Job Reference (optional) --••--•- • ••__ v •-••• --••,, • -n • —.1 ­ yI . � - -.I , o.gov s r{ug 10 [ucI rva r eK Inoustrles, Inc. mon Jep 16 1b:2y:U1 2u21 Page 2 NOTES- • ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-POmKnyY857oZdxnk6fEg6UxOjCtlZm_n5UnogdyeJW 9) Provide mechanical connection (by others) of truss to bearing plate -capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1017, 13=907. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verifythe applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI7 quality Criteria, DSB-99 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20501 Chesterfield, MO 63017 Jab s Truss Type Qty Ply 2508 CR 3CAR ELK NO HS TA 147882608 2867031 SPECIAL 1 1 Job Reference (optional) —1y, Iiei.I Iny, o00 , o.96u s Hug -io ZUz"I jvn i eK inaus[nes, inc. mon bep I Ib:Zy:U2 ZUZI Page 1 ID:?1 YDfltmYJ1 Nm upVDA3te2z4H2S-uaJi_IZmsQwPE5MwfNWiiTAHcDIIAJwK8 WLM3yeJ V 71-4-q 6-7-12 11-11-0 17-0-0 22-3-0 28-5-0 33 8-0 38-9-0 44-4-0 1-40' 6-7-12 5-3-4 5-1-0 5-3-0 6-2-0 5-3-0 5-1-0 5-7-0 5x6 = 5x6 = 6.00 12 - - 5 - 28 29 6- 30 3x4 = 5x6 = 7 31 32 a Scale = 1:80.3 i 12-12120 21 iV 4x4 = 14 13 12 11 3x6 = 48 = 3x4 II 2x4 II 5x8 = 46 II VERTICAL SUPPORT OF FREE END i 13-0-0 OF CHORD IS REQUIRED. 6-7-12 5-3-4V 5-1-0 8-4-1 Plate Offsets (X,Y)-- [3:0-3-0,0-3-01, [5:0-3-0,0-2-01, [6:0-3-0,0-3-0), [80-3-0,0-2-01, [11:Edge,0-3-8], [15:0-2-4,0-3-8], [19:0-7-12,0-5-0), [22:0-3-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.46 20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.62 20 >860 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.29 11 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 308lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-20,11-14: 2x4 SP No.2, 8-13: 2x4 SP No.3 10-0-0 oc bracing: 19-21, 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-18, 6-18, 7-15 19-22: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=306(LC 11) Max Uplift 2=-1011(LC 12), 11=-901(LC 12) Max Grav 2=2082(LC 17), 11=1953(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3872/1920, 3-4=-5104/2650, 4-5=-3706/2047, 5-6=-3313/1940, 6-7=-3310/1919, 7-8=-2442/1498,8-9=-2788/1613,9-10=1823/1019,10-11=-1859/1082 BOT CHORD 2-22=1825/3613, 21-22=-137/264, 4-19=501/1288, 18-19=-2365/4741, 16-18=1663/3470, 15-16=-1524/3135, 8-15=-408/1026 WEBS 3-22=1189/767, 19-22=-1846/3653, 3-19=-470/1047, 4-18=-1678/964, 5-18=586/1375, 6-18=-393/182, 7-16=-122/599, 7-15=-1053/591, 9-12=1410/877, 10-12=-918/1777, 9-15=-437/1216, 12-15=-833/1722 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18;-MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2R) 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Exterior(2R) 33-8-0 to 37-8-0, Interior(1) 37-8-0 to 44-2-4 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..- - 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1011,11=901. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. .u.um:a.t.ra. rE -Y.. etva3 \IrreIc USA; Inc. FL Cerr 6631 I60M bMlugiey'Ridge Road Cbg,iraerd; MO 63a17' Dole September 14,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI7 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2508 CR 3CAR BLK NO H_ S 147882609 2867031 A13 SPECIAL 1 1 ' Job Reference (optional) __..__._... _.___.__,. ._... _..,,. _„ ,...... ....,,._ �.Yo�ar�uy iocu<i rvurerc nwuanes,'no. mun aep 1 11 10:Ze:U3 zue I rages ID:71YDflt.YJ1Nmup DA3te2z4H2S-Mnt5CeZOdk2GSFW6D4GBBVOKrOZ41eB3ZoGvvVye,jU 71-4-Q 6-7-12 11-11-0 15-0-0 213110 26-11-15 33-0-0 35-8-0 40 4-6 44-0 0 1-4-0' 6-7-12 5-3 4 3-1-0 6-3 10 5-8 5 - 6-0 1 2-&0 4-B 6 3-11-11 Scale=1:80.2 5x6 = 6.00 FIT 5x6 = 3x4 =_ - 2x4 11 6x8 = 5 29 6 30 7 31 8 9 23 22 ` 15 14 13 60 Sa 12 3x6 — 4x8 = 3x4 I I 2x4 11 6x8 = 6x8 = 6-7-12 11-11-0 1 15-0-0 , _ 24-1-12 _ _ LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.64 BC 0.88 WB 0.93 Matrix -AS DEFL. in (Joe) Vdefl Ud Vert(LL) 0.50 21 >999 240 Vert(CT) -0.68 17-19 >779 180 Horz(CT) 0.35 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 309 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP No.2 `Except* BOT CHORD Rigid ceiling directly applied. Except: 2-21,12-15: 2x4 SP No.2, B-14: 2x4 SP No.3 10-0-0 oc bracing: 20-22, 14-16 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-19, 7-16. 9-13, 10-12 20-23,9-16: 2x4 SP No.2, 11-12: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 12=0-3-8 Max Horz 2=266(LC 12) Max Uplift 2=1011(LC 12), 12=-905(LC 12) Max Grav 2=2064(LC 17), 12=1940(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3832/1924, 3-4=-5006/2656, 4-5=-4070/2246, 5-6=-3674/2096, 6-7=-3919/2194, 7-8=2917/1754, 8-9=-2890/1740, 9-10=2042/1225 BOT CHORD 2-23=1832/3546, 22-23=-125/282, 4-20=509/1154, 19-20=2322/4572, 17-19=1992/4006, 16-17=-1882/3759, 8-16=-250/302, 12-13=-695/1234 WEBS 3-23=1154/775,20-23=-1866/3561, 3-20=-467/991, 4-19=-1298/792, 5-19=-709/1568, 6-19=-569/286,7-17=-69/491,7-16=-1064/563,13-16=1032/2326,9-16=-1442/2860, 9-13=-1850/971,10-13=-250/854, 10-12=-2003/1204 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0,-Exterior(21R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Exterior(2R) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 44-1-4 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. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1011,12=905. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Andrem J.k.— PE Vo. 84943 hlfr& USA; bCFL CM 66.14 160J Stifugtry' Ifldge Nnad, CAnitrneld;.ND 63017' Delt: September 14,2021 A WARNING -Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with Mil-ek® 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 andror chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingiey Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Oty FTrussoType �P71y250SCRKARBLKNOHS 147882610 2867031 A15 P 1 Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16-,29:04 2021 Page 1 ID:?l YDfItmYJ1 NmupVDA3te2z4H2S-gzRTP_at 02A7UOVJnonNk7ZXdPtzm7gDoS?SRxye_jT 111-q 6-44 11-0-0 16-7-12 24-0-11 31-3-5 38$-3 44-0-0 `1-4 0' - 6-4-4 4-7-12 5-7-12 7-4-15 7-2-10 7-4-15 5-7-13 Scale=1:78.9 C) 0 5x6 = 6.00 12 4 3x4 = 5x6 = 5 23 6 24 5x6 = 725 17 16 10 Z/ Z8 14 Zy 3U 1J12 J1 32 11 33 34 2x4 I I 5x6 = 3x4 = 3x4 = 4x4 = 3x6 = 3x8 = 46 = -8-0 4x4 -_ 2x4 li 8 26 9 10 6x8 = LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.44 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.68 14-16 >778 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.19 10 n/a . n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 244 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 `Except* BOT CHORD Rigid ceiling directly applied. 2-15: 2x4 SP No.2 WEBS 1 Row at midpt 5-16, 7-11, 8-10 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max Horz 2=405(LC 12) Max Uplift 10=-941(LC 12), 2=-1015(LC 12) Max Grav 10=1886(LC 17), 2=2024(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3757/1870, 3-4=-3294/1708, 4-5=-2944/1606, 5-6=-3768/1950, 6-7=-3557/1801, 7-8=-2333/1150 BOT CHORD 2-17=1938/3385, 16-17=-1938/3385, 14-16=-1966/3591, 13-14=-2009/3772, 11-13=1654/3139, 10-11=-895/1655 WEBS 3-16=570/416, 4-16=-492/1224, 5-16=-1002/524, 5-14=73/459, 6-13=-395/382, 7-13=-270/768, 7-11=-1268/805, 8-11=-574/1494, 8-10=-2309/1265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 13=45ft; L=40ft; eave=7ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to ,11-0-0, Exterior(21R) 11-0-0 to 16-7-12, Interior(1) 16-7-12 to 44-2-4 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. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,-with-BCDL = 10.Opsf. - - 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=941, 2=1015. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied -directly to the top chord and 1/2" gypsum - sheetrock be applied directly to the bottom chord. Aodre'v Johumn PE_N'804J INirrek GSA; Ine FL Cert 66.13 160238sdnrleq rddee Road. Cbn rfkld.:}1D 63.017' _ llale: ' September 14,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with 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 vedfy the applicability of design parameters and properly ineorporate 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 MiTeke Is always required far stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply 2508 CR 3CAR BLK NO HS 147882611 2867031 A16 MONO HIP 1 1 Job Reference (optional) trra„r-"y, r'/, r,aru. Ly, rL-0000r, o.93u s Hug io zuzl rvneK Inaustrles,Inc. Mon sep'13 lb:zB:Ub zuzl Hage1 ID:?l YDfltmYJ1 NmupVDA3te2z4H2S-19?rcKbf9Ll_5Y4VLV IcGK5ekpHmVXwMO61?zOyeJS 11.4-Q 6-4-1 9-0.0 15-4-15 225-11 30-105 37-11-2 44 4-0 1�0 6-4-1 2-7-15 6-4-15 7-0-13 8-49 7-0-13 - 6-4-14 5x6 = 3x4 = 5x6 = 5x6 = 6.00 12 4 22 235 24 6 25 7 26 Scale=1:78.9 3x6 = 3x4 I I 8 27 9 16 15 14 13 12 11 10 3x6 = 3x8 5x6 WB = 3x4 = 3x4 = 4x4 = 6x8 = 4x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.81 BC 0.74 WB 0.98 Matrix -AS DEFL, Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl Ud 0.58 13-14 >912 240 -0.74 13-14 >715 180 0.20 10 n/a file PLATES GRIP MT20 244/190 Weight: 229 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 8-10 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max Horz 2=343(LC 12) Max Uplift 10=-934(LC 12). 2=-1023(LC 12) Max Grav 10=1634(LC 1), 2=1708(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3146/1B86, 3-4=-2955/1804, 4-5=-2639/1665, 5-6=-382312296, 6-7=-3768/2191, 7-8=-2542/1453 BOT CHORD 2-16=1883/2770, 14-16=-2274/3626, 13-14=2440/3997, 11-13=-2033/3380, 10-11=119011959 - WEBS 3-16=302/352, 4-16=-583/1093, 5-16=-1284/753, 5-14=136/443, 6-14=-299/318, 6-13=-339/369,7-13=-233/573,7-11=-1194/837,8-11=55011186,8-10=-2379/1455 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 44-2-4 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. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. — 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=934,2=1023. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Aod" Johu.oe M.N.. 84943 MY& GSA; Inc FL Cert 6634 I60L7 Sxingley Ridge Rnad. Cbnre VAL N/O610171 I, September 14,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERENCE PAGE MII-7473 rev. St19/2020 BEFORE USE. �' Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MSTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-69 and BC31 Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Oily _Ply 250E CR 3CAR BLK NO HS 147882612 2867031 A17 Half Hip Girder 1 n L Job Reference o floral uuuuers rlrstoource trlani uny, I-L), riant c¢y, IL - aaaof, tl.43U S Aug 16 2U27 MI I eK Inciustries, Inc. Mon Sep 13 16:29:1 a 2U21 Page 1 ID:?l YDfltmYJ1 NmupVDA3te2z4H2S-f7okgl fn_uxHCJzS72unzOoYKg5bAu55AOSmebyeJN r1-4-0 7-0-0 , 9-11-0 , 15-2-0 20-5-0 25.8.0 30-11-0 36-2-0 415-0 44�-0 41 0 7-0.0 2-11-0 5-30 .5 5-30 - 5-30 5-3-0 - 5-30- 2-11-0 Scale=1:78.9 0 0 6.00 12 6x8 = 7x8 = 7x8 = 2x4 11 3 224 23 24 5 25 26 6 27 28 29 730 31 32 8 33 - 34 35 9 36 - 37 10 38 11 39 19 40 41 18 42 43 4417 45 46 16 47 48 1549 50 14 51 52 53 13 54 55 12 ST1.5x8 STP = 7x8 = 7x8 = 6x8 = 46 = 33-6-8 _ - 38-9-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.57 16-17 >931 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.65 16-17 >817 180 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.12 12 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -MS LUMBER- BRACING. TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-3: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-3-8, 2=0-8-0 Max Horz 2=276(LC 8) Max Uplift 12=-2052(LC 5), 2=-1875(LC 8) Max Grav 12=3307(LC 1). 2=3031(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6213/3681, 3-4=-5600/3430, 4-5=-8276/5042, 5-6=-9762/5973, 6-7=10094/6180, 7-8=-9288/56B6, B-9=-7365/4499, 9-10=4313/2612 BOT CHORD 2-19=3369/5491, 18-19=-4445/7165, 17-18=-5737/9234, 16-17=-6291/10127, 15-16=6154/9899, 14-15=-5316/8538, 13-14=-3719/5950, 12-13=-1534/2392 WEBS 3-19=1344/2504, 4-19=2552/1659, 4-18=-992/1853, 5-18=-1585/1136, 5-17=-453/887, 6-17=625/588, 7-16=-81/387, 7-15=987/758, 8-15=-610/1239, 8-14=-1916/1335, 9-14=-1232/2227, 9-13=-2788/1889,-10-13=-1766/3139, 10-12=-3744/2408 Weight: 591 lb FT = 20% Structural wood sheathing directly applied or 4-4-9 cc purlins, except end verticals. Rigid ceiling directly applied or 8-8-7 cc bracing. NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"xV) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain -loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 4x4 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) • This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=2052, 2=1875. Continued on page 2 Andii,i J.bum PE.Vo. 84943 \Ifre¢ USA, I.FL Ced 604 r6023 SiHaglrg rUdge Wad. C6ntedleld, NO 63.D17' Dale: September 14,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system.. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall _ building design. Bracing indicated Is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing M iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, OSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Fly- 2508 CR 3CAR BLK NO HS 147882612 2867031 A17 Half Hip Girder 1 Job Reference (optional) tsuuaers t-Irsmource trlant coy, t-Lj, rtant ctry, t-L - 33b6f, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:29:10 2021 Page 2 ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-f7okgl fnuxHCJzS72unzOoYKg5bAu55AOSmebyeJN NOTES 11) Hanger(s) or other connection device(s) shall be provided sufficient to -support concentrated load(s) 91 lb down and 168 lb up at 7-0-0, 91- lb -down and 168 lb up -at 9-0-12, 91 lb down and 168 lb up at 11-0-12, 91 lb down and 168 lb up at 13-0-12, 91 lb down and 168 lb up at 15-0-12, 91 lb down and 168 lb up at 17-0-12, 91 lb down and 168 lb up at 19-0-12, 91 lb down and 168 lb up at 21-0-12, 91 lb down and 168 lb up at 23-0-12, 91 lb down and 168 lb up at 25-0-12, 91 lb down and 168 lb up at 27-0-12, 91 lb down and 168 lb up at 29-0-12, 91 lb down and 168 lb up at 31-0-12, 91 lb down and 168 lb up at 33-0=12, 91 lb down and 168 lb up at 35-0-12, 91 lb down and 168 lb up at 37-0-12, 91 lb down and 168 Ib up at 39-0-12, 91 lb down and 168 lb up at 41-0-12, and 91 lb down and 168 lb up at 43-0-12, and 145 lb down and 152 lb up at 44-2-4 on top chord, and 323 lb down and 136 lb up at 7-0-0. 66 lb down at 9-0-12, 66 lb down at 11-0-12, 66 lb down at 13-0-12, 66 lb down at 15-0-12, 66 lb down at 17-0-12, 66 lb down at 19-0-12, 66 lb down at 21-0-12, 66 lb down at 23-0-12, 66 lb down at 25-0-12, 66 lb down at 27-0-12, 66 lb down at 29-0-12, 66 lb down at 31-0-12, 66 lb down at 33-0-12, 66 Ib down at 35-0-12, 66 lb down at 37-0-12, 66 lb down at 39-0-12, 66 lb down at 41-0-12, and 66 lb down at 43-0-12, and 106 lb down at 44-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf)- Vert: 1-3=54, 3-11=-54, 2-12=-20 Concentrated Loads (lb) Vert:3=91(B) 11=145(131) 12=-61(B) 19=-323(B) 5=91(B) -16=41 (B) 8=91(B)-13=41(8) 22=91(B) 23=-91(B) 24=-91(B)-25=-91(B) 26=91(B)-27=91(B) 28=-91(B) 30=-91(B) 31=91 (B)32=91(B) 34=-91(B) 35=-91(B) 36=-91(B) 37=-91(B) 38=91(8) 39=-91(B) 40=41(B) 41=-41(B) 42=-41(B) 43=-41(B) 44=41(B) 45=-41(B) 46=-41(B) 47=41(B) 48=41(B) 49=-41(B) 50=-41(B) 51=-41(B) 52=41(B) 53=41(13) 54=41(B) 55=41(B) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MIrek® 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 vedfy_the applicability of design parameters and property incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPI1 quality Criteria, DSB-89 and BC51 Building Component 16023 Swingley Ridge Rd Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2508 CF3.3CAR BLK NO HS 147882613 2867031 B03 COMMON SUPPORTED GAB 1 1 Job Reference (optional) cuuaers rirsmource Iriant c¢y, I-L), viant city, t-L - SS86/, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:29:112021 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-7JM6tNfQIB38pTYfhmPOWbLjAEUXvTYFP2CKB 1 ye_jM -1-4-0 9-4-0 1 B-8-0 20-0-0 1-4-0 - 9-4-0 9-4-0 1-4-0 44 = Scale=1:37.7 Iv 0 3x4 = 5x6 = 8-8-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.02 13 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.02 13 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-S PLATES GRIP MT20 2441190 Weight: 97 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 18-8-0. (lb) - Max Horz 2=220(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 20, 14 except 2=303(LC 12), 12=-303(LC 12). 18=-112(LC 12). 19=-132(LC 12), 16=112(LC 12), 15=-132(LC 12) Max Grav All reactions 250 lb or less at joint(s) 17, 18, 19, 20, 16, 15, 14 except 2=255(LC 1), 12=255(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-98/342, 7-8=-97/342 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -2-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 9-4-0, Comer(3R) 9-4-0 to 13-4-0, Exterior(2N) 13-4-0 to 20-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed far wind loads in the plane of the truss only. For studs exposed tOwind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSIITPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Lumber designated with a '?'-is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 14 except, Gt=lb) 2=303, 12=303, 18=112, 19=132, 16=112, 15=132. _ 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. And,ii,i.Ynroa PE_x6.84943 32rr4GSA; Inc: FL Cert 664 160239w1fi4 ymdie Road. ChenterrkW;No 63p11' Dale September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not truss a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek_ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-99 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 250t3 CR 3CAR BLK NO HS 147882614 2867031 B04 COMMON STRUCTURAL GA 1 1 Job Reference o lional tram uny, FL), rianE Uny, rL - 0000r, 6.43U s Aug 15 2021 MITek Industries, Inc. Mon Sep 13 16:29:12 2021 Page 1 ID:ZzuNOAdEBoQdU20 WuKTi6czl U Ik-bWwU4jg2W VB7Rd6rFTwF3putlegxerTOdixtjUyeJL 113-0 7-5-4 1 14 4-0 21-2-12 28.8-0 30 0-0 1-4-0 7-5-4 - 6-10-12 6-10-12 7-5-4 1-4-0 4x6 = 6.00 12 Scale=1:59.3 co I'T 0 4x8 II 5x8 = 13 12 11 10 3x4 = 5x8 = 3x4 I I 10-3-5 - 18-3-8 18 -11 28-8-0.. 10-3-5 8-0-3 0- -3 10-3-5 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-8,Edge], [4:0-3-0,0-3-4], [5:0-2-0,0-0-8], [6:0-3-0,0-3-0], [8:0-4-0,0-2-1], [13:0-2-0,0-1-8], [13:0-4-0.0-3-0]. [14:0-2-0.0-0-2]. [14:0-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL '20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.16 14-39 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.34 14-39 >650 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.01 13 n/a n/a BCDL 10.0 Code FBC2020RP12014 Matrix -AS Weight: 201 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-13 OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-8-0 except Qt=length) 2=0-8-0. (lb) - Max Horz 2=322(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 12, 10 except 2=-513(LC 12), 13=-740(LC 12), 8=-298(LC 12) Max Grav All reactions 250 lb or less at joint(s) 11, 10, 8 except 2=830(LC 17), 13=1444(LC 19), 13=1274(LC 1). 8=276(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-888/536, 4-5=665/438, 5-6=162/571, 6-8=68/395 BOT CHORD 2-14=283/1006, 12-13=257/267, 11-12=257/267, 10-11=-257/267, 8-10=257/267 WEBS 5-13=1141/675, 6-13=446/514, 5-14=-335/871, 4-14=-509/513 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-4-0, Extedor(21R) 14-4-0 to 18-4-0, Interior(1) 18-4-0 to 30-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/ TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 Do. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 12, 10 except Qt=lb) 2=513, 13=740, 8=298, 8=298. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Andrew 410moo PEN. 84941 math USA: Inc. FL'Cert 64A IOD Swloelor HWye Roo,( Cbmt,111e4L N063-017' Dale'. September 14,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. �- Design valid for use only with MTeke 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 prop erly_incoryorate this design into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 250B CR 3CAR BLK NO HS - _ 147882615 2867031 B05 COMMON 3 1 Job Reference (optional) nu0aers rlrsiSource (riani City, FL), Plant City, hL - Ssb6r, 8.430 s Aug 16 2021 MiTek Industries, Inc. Man Sep 13 16:29:13 2021 Page 1 ID:7z.NOAdEBoQdU2OWuKTi6czl U Ik-3iUtl3hgGpJs3nhl pBRUbOQ2P2?jNFZYsMhQFwye-jK 1.4-0 7-5 4 14 4-0 21-2-12 28.8.0 30-0-0 1-4-0 7-5-4 6-10-12 - 6-10-12 - 7-5-4 1-4-0 ro 0 0 46 = 6.00 12 Scale = 1:52.7 4x4 = 3x4 = 4x4 = - 3x4 = - 4x4 = Iq 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.30 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.46 B-10 >744 180 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 132 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Harz 2=322(LC 10) Max Uplift 2=-711(LC 12), 6=711(LC 12) Max Grav 2=1314(LC 17), 6=1314(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2115/1210, 3-4=-1973/1215, 4-5=-1973/1215, 5-6=-2115/1210 BOT CHORD 2-10=907/2073, 8-10=438/1294, 6-8=-924/1832 WEBS 4-8=-417/981, 5-8=470/517, 4-10=-417/980, 3-10=-470/517 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 14-4-0, Extedor(2R) 14-4-0 to 18-4-0, Interior(1) 18-4-0 to 30-0-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=711,6=711. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. AndiM JaEoeea PE N6. b494J SlrIek USA, Inc. FL Cen 66J 16023 SMhgln'nNae'nmd. ClrelernelJ; Sla 6Je27 Dale•. September 14,2021 ® WARNING - Verify design parameters aM READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1M020 BEFORE USE. "Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not�- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPlt quality Criteria, DSB.89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty PlyT2508CR3CARBLKNOHS147882616 2867031 B09 ROOF SPECIAL 1 b Reference (optional) DuuuelJ rnstouurce tr,ant i,ny, rL/, rlam Uny, rt.- ooabr, 0.43U s Aug lb 2U21 mi IeK Inaustries, Inc. mon Sep 161ti2B:142U21 Vage 1 ID:7-zuNOAdEBoQdU2OWuKTi6cz1 Ulk-Xu2FVPi116RigxGEMuzj8EzCERHI6grh5OQ_oMyeJJ -1-4-0, 7-6-8 ,8-10-7, 15-0-0 22-0-5 28.8-0 ,30-0-0 ' 1-4-0 ' 7-6-8 'IT 5' 6-1-8 7-0-6 6-7-11 -- 1-4-0 Scale=1:54.5 5x6 = 5 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020rrP12014 CSI. TC 0.70 BC 0.97 WB 0.74 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Udefl Ud -0.29 10-12 >999 240 -0.49 10-12 >701 180 0.07 B n/a n/a PLATES GRIP MT20 244/190 Weight: 141 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-308(LC 10) Max Uplift 2=-711(LC 12). 8=711(LC 12) Max Grav 2=1308(LC 17), 8=1310(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2086/1289, 3-4=-1874/1296, 4-5=-2027/1372, 5-7=-1969/1242, 7-8=2162/1302 BOT CHORD 2-13=997/2022, 12-13=1055/2159, 10-12=-510/1335, 8-10=-990/1885 WEBS 3-13=218/618, 5-12=-560/1037, 5-10=-348/893, 7-10=-455/500, 4-12=663/623, 4-13=-492/230 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 7-6-8, Exterior(2E) 7-6-8 to 8-10-7, Interior(1) 8-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 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 inlall areas where a rectangle 3-6-0 tall by 2-0-0 wide will-fd between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=711, 8=711. 8) This truss design requires that a minimum of-7/16" structural wood sheathing be -applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. A.1" J.k.ton PE.Ln. $4043 NrteR USAIoe. FL Ced 6634 16013 SelnAley RW4e Road, Chntrrrkrd.310 63017 D.tr. September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE.' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek� Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Jab Truss Truss Type Oly Ply 2508 CR 3CAR BLK NO HS 147882617 2867031 B10 ROOF SPECIAL 1 1 Jab Reference optional •'•'"�•�•�•�•���=P=••+•r,••-n •�•­r,Z9 ro cuc I rvu I er, lnuusrnes, Inc. ivion oep 1J l02yao zuzl Yage7 ID:ZzuNOAdEBoQdU2OWuKTiGczl Ulk-?5cdjljwoQZZl5rQwbUygRWNmrdNr4wgJgAXKpyeJl -1-4-0 5-6-8 6-10-7 10�-5 10-11,3 15-0-0 22-0-6 28.8-0 30-0-0 ' 1-40 ' 5-6-8 1-3-15 3-4-14 0-7-14 4-0.12 - 7-0-6 6-7-10 -1-4-0 - Scale = 1:54.5 4x6 = 6 - 3x4 = 3x4 = 3xl0 = 3x4 = 3x4 = 3x4 10-3-5 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL - 1.25 Rep Stress Incr YES Code FBC2020rrP12014 CSI. TC 0.65 BC 0.98 WB 0.88 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl L/d -0.31 11-13 >999 240 -0.52 11-13 >656 180 0.07 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 145lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-308(LC 10) Max Uplift 2=-711(LC 12). 9=-71 1 (LC 12) Max Grav 2=1307(LC 17), 9=1308(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2213/1343, 3-4=-2004/1314, 4-5=-2041/1267, 5-6=-2114/1449, 6-8=1967/1225, 8-9=2161/1287 BOT CHORD 2-14=1073/2153, 13-14=-1199/2419, 11-13=487/1331, 9-11=990/1884 WEBS 3-14=318/734, 4-14=-659/380, 4-13=558/435, 5-13=-299/370, 6-13=665/1163, &11=-353/898, 8-11=457/507 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-6-8, Exterior(2E) 5-6-8 to 6-10-7. Interior(1) 6-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 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 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=711, 9=711: 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Aodeew rokoeo. PE.9o. 64M !Ureic USA; to FL core 6634 160L1 Swlugrer RIdIIe Road, Ch.lertkW, ]IO 63017' Dale: September 14,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I19I2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not�- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPI1I Quality Criteria, DSB-69 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty - Ply 2508 CR 3CAR BLK NO HS 147882618 2867031 B11 ROOF SPECIAL 1 1 • Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:29:16 2021 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-THA?wSjYZkhQwEQcUJ?BDf2XrF_vabl_YKv5sFye,jH -1-4-0 3-G8 4-10-7 7-11-8 15-0-0 22-0-5 28-8-0 30-0-0 - 1-40 - 3-68 -- 1-3-15 -- 3-1-1 7-0-8- 7-0-6 - - 6-7-11 1-40 Scale = 1:54.5 5x6 = 0jq N 0 3x4 = 4x8 = 3x4 = 3x4 = 3x4 = 3x4 19-6-14 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020rrPI2014 CSI. TC 0.75 BC 0.96 WB 0.63 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl L/d -0.30 11-13 >999 240 -0.50 11-13 >687 180 0.07 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 142lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=308(LC 11) Max Uplift 2=-711(LC 12), 9=-711(LC 12) Max Grav 2=1305(LC 17), 9=1307(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2307/1352, 3-4=-2573/1498, 4-5=-2971/1732, 5-6=-2056/1280, 6-8=1961/1205, 8-9=2155/1264 BOT CHORD 2-14=1103/2255, 13-14=-1126/2342, 11-13=490/1343, 9-11=984/1878 WEBS 3-14=475/958, 4-14=-1235/736, 5-14=-380/768, 5-13=-688/621, 6-13=478/1042, 6-11=-345/890, 8-11=456/498- NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 3-6-8, Exterior(2E) 3-6-8 to 4-10-7, Interior(1) 4-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 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 jive loads. 6) ' This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=711, 9=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Mdrew Jo► "'PE Rio. 81943 \IQ'k ESA;1—Fc C'r' 6634 16023 SV4o21,y Wd6' Road. Ct'a-othl. M06.1017, Dal': September 14,2021 WARNING- Verify design parametersarM READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I192020 eEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall _ building design. Bracing Indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Type Qty Ply 2508 CR 3CAR BLK NO. HS TR,ofsSpecial 147882619 2867031 B12 Girder 1 1 Job Reference (optional) Builders 0 ce (Plant City, FL), Plant City, FL - 33557, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:29:17 2021 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czlUlk-xT)NBRkAK1pHXO?p2OWQIsbkDfLnJOo7n feOhye—jG 1 0 1-6 8 2-10-7 6-2-13 10 3-5 15-0-0 215-2 25-7-8 1 4 0 9 6 8 1-3 154-810 - 6-5-2- 4-2-6 6.0 Scale = 1:49.9 4x4 = 3x4 = 3x10 = - 3xl0 = 4x4 = 3x4 = 6x8 = _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. _ in (loc) _ Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.29 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.48 11-13 >641 180 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -MS Weight: 144lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-7 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 2-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-1-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-3-8 Max Harz 2=270(LC 7) Max Uplift 2=653(LC 8), 10=-531(LC 8) Max Grav 2=1013(LC 13), 10=1061(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1799/910, 3-4=2784/1346, 4-5=3421/1710, 5-6=-1753/886, 6-7=1799/1041, 7-8=1277/745 BOT CHORD 2-14=871/1754, 13-14=1046/2157, 11-13=-378/1011, 10-11=521/1018 WEBS 3-14=641/1469, 4-14=-1551/838, 5-14=-611/1317, 5-13=-572/434, 6-13=-286/307, 7-13=-520/1154, 7-11=-85/377, 8-10=-1343/697 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.- - 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=653, 10=531. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 lb down and 114 Ito up at 1-6-8 on top chord, and 67 lb up at 1-6-8 on bottom -chord: The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-7=54, 7-9=-54, 10-15=-20 Concentrated Loads (lb) Vert:3=73(F) 18=45(F) Acdrew Jo-h a .PE `.. 84943 \Qfrk USA: Ieo'F1. Cert 6634 1602.3 Sly6gley Midge Read, CTeflerfkW, 31063,017' Dale: September 14,2021 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE.• Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 25011 CR 3CAR BLK NO HS 147882620 2867031 C1 Jack -Open 6 1 Job Reference o tional .,sty, �/, a r, rrr, - ���ot, 0 .4Ju S Aug to zuzl mi i eK Inciuslrles, Inc. ivion Sep 1J 1b:ZU:1t1 ZU21 Page l ID:YARgCUhM7owkVEMpPNjefGzAwvz-QfHmLm Ip5Lx89Ya7bkl f148_43ub2ePHOeOBx8ye, jF ' 1-4-0 0-11-4 Scale =1:7.6 0 - 0-11-4 . 0-11-4 Plate Offsets (X,Y)-- [2:0-1-4,0-0-2) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240, MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=226(1_C 12), 4=15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1). 4=51(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 0-11-4 oc purlins. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjeint(s) 3, 4 except (jt=1b) 2=226. Audit; JO.— PE Yo. 84943 NUM USA. 1WFL Cen 6634 16013 S.Ai try Rids, Road, cbn.W&K Sto 61e17 Date September 14,2021 A WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ��• a truss system. Before use, the building designer must verilythe applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 quality Criteria, DSB-89 and SCSI Building Component 16023 Swingiey Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Jab Truss Truss Type Qty Ply 2508 CR 3CAR-13LK NO HS 147882621 2667031 C3 Jack -Open 4 1 Job Reference (optional) ---••�—•— • ••—•��•-•�� v ••-••• �••>, •-n •�^mow, • •- - ����, o."OU s Mug to LUG I IVII I eK InuusRles, Inc. tvlon Sep 13 1tl:2`-f:lt5 zuzi rage 1 ID:zm bLkv5ELIDtgyehSMnND7z4_Wx-QfHm Lm 1p5LxB9Ya?bkl fl4B_43rm2eP HOeOBx8yeJF -1-4-0 2-11-4 ' - 1-4-0 ' - 2-11-4 - - Scale = 1:12.7 1 -- - 2-11-4_ - - - ' 2 11 4 Plate Offsets (X,Y)-- [2:0-0-4 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) 0.02 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 12lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puriins, BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Grav 3=62(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=245. .Andrew Job-. PE No. 83943 .l1Tek USA; lac. FL Cert 6634 16023 S»lugle> RWOe Road. Ch W ernebL3106J,617' Dale: September 14,2021 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. ' - Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 Chesterfield, MO 63017 Job ssTruss Type Qty Ply 2508 CR 3CAR BILK NO HS TC'5 147882622 2867031 Jack -Open 4 1 Job Reference (optional) Iii ^- • " •>, - - - ---- , O.YJU J Muy 10 Luc I IVll I eR InuUSrrles, Inc. ivion bep 13 16:ZU:1 U ZUZ1 rage 1 ID:zmbLkv5ELIDtgyehSMnN D7z4_Wx-usr8Z6m Rsf3?ni9B9RYurHg55S7Ln5fQE IBITaye_jE -1-4-0 4-11-4 1.4-0 4-11-4 3x4 = Scale=1:17.6 - i 4-11-4- 4-11-4 Plate Offsets (X,Y)-- [2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.07 4-7 >897 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.06 4-7 >913 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC202D/TP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=128(LC 12), 2=196(LC 12) Max Grav 3=133(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-8 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (t=lb) 3=128, 2=196. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. And"JoEu."a PE.va: ei943 3flrek GSA; Ine: F7. C.n 6634 16oZ3 5wlegln' RldgP Rnad, Chnrerrk6l. N063o 17' Dale: September 14,2021 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with MTekO 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 vedy the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPN quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chestefeld, MO 63017 Jab s Truss Type Qly Ply 2508 CR 3CAR BLK NO HS147882623 T 2867031 SPECIAL 2 1 Job Reference (optional) urce frmrn 04y, ruf, riam cny, rc - aabbr, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:29:20 2021 Page 1 ID:zmbLkv5ELlDtgyehSMnN D7z4_Wx-M2PWmSm3dyBsPskNj937NV DFmsQS WRIaTxt170ye-jD -1-0-0 6-0-10 8-8-0 9 0 15.3-0 22.0.0 23-4-0 1-4-0 6.0-10 2.7.6 0.4- 6.3-0 6-9-0 1.4-0 - Scale=1:47.3 1Z 5x6 11 3x10 = 2x4 11 4x4 -:�- 3x4 = 9-0-0 0 4- 8-0-0 -8-0 15-3-0 21-8-0 2 - 0 0-4 - -- 7-8-0- - -8-0 - 5-3-0 - - 6-5-0 - - -4 Plate Offsets (X,Y)-- [2:0-0-8,0-1-8],[6:0-3-0,0-3.4] [8:0-0-8,0-1-9] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.14 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.12 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 126lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied. Except: 8-12: 2x4 SP No.2 6-9-0 oc bracing: 11-13 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-7-10, Right 2x4 SP No.3 3-2-5 REACTIONS. (size) 8=0-3-8, 2=0-4-0, 14=0-4-0 Max Horz 2=434(LC 11) Max Uplift 8=-810(LC 12), 2=-617(LC 12), 14=655(LC 12) Max Grav B=616(LC 1), 2=423(LC 21), 14=752(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-314/885, 4-5=233/588, 5-6=260/596, 6-8=556/1673 BOT CHORD 2-14=411/208, 13-14=411/208, 11-13=-1039/333, 10-11=-1308/549, 8-10=-1319/551 WEBS 4-13=232/440, 6-10=-708/255, 6-11=516/1370 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.16; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 23-4-0 zone; cantilever left and right 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 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 8=810,2=617,14=655. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Audren Sohnion 1 E Vo: 819U XM CSA:Inc: FL Cen" 16023 Stidnglq' Ridge Rnad. Chnl,,Ikid, 3(063017' V� : I - September 14,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIM11 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ChesleKeld, MO 63017 Job Truss Truss Type Qty Ply 2508 CR 3CAR BLK NO HS 2867031 D01S MONO TRUSS 3 1 147882624 Job Reference o tional 3 -- �..y J, IIIL. IVlull J P I- ID:Zu-L-1 LUL1 rage i ID:zmbLkv5ELlDtgyehSMnND7z4_Wx-gEzuzonhOGJjODIaHsbMwim QsGhOFyjjibdsXSye jC -1-4-0 6-0-10 B-10-0 1-40 6-0-10 2-9-6 - 4 4x4 = Scale = 1:27.6 6-4- 7-7-8 1 010-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES_ GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.36 6-10 >264 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) 0.31 6-10 >301 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 42lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 6=0-3-8 Max Horz 2=332(LC 12) Max Uplift 2=404(LC 12), 6=-408(LC 12) Max Grav 2=388(LC 1), 6=326(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-250/169 BOT CHORD 2-6=-495/202, 5-6=495/202 WEBS 3-5=-300/736 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=40ft; eave=7ft; Cat. II; Exit C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 8-8-4 zone; cantilever left exposed ; porch 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 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=404, 6=408. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Andrim JA6u PE-x .819JJ vrrelt USA; loo' eccert 663J 1600 S vl"gleF Rldae P-d. Clnter&td. V O 63e17' Oelt: September 14,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. • Design valid for use only with MiTeks connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall _ building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI7 Quality Criteria, DSBA9 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2508 CR WAR BLK NO HIS 147882625 2867031 D02 GABLE 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:29:22 2021 Page 1 ID:zm bLkv5ELIDtgyehSMnND7z4_Wx-IRXGB8oJ9aRae9tmgZ6bSwIXPg4p_MUswFMP4vye-jB -1.4-0 6-0-10 8-8-0 9 0 14-4-13 22-0-0 23.4-0 1-4-0 6-0-10 2-7-6 0'0 5-4-13 - 7-7-3 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 7-9: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except` 9-13: 2x4 SP No.2 P WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 Scale=1:46.0 46 = 'Io 4 N 13 — 48 Q 3x6 = 3x8 11 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.88 Vert(LL) 0,27 9-11 >599 240 MT20 2441190 BC 0.73 Vert(CT) 0.23 9-11 >703 180 WB 0.44 Horz(CT) 0.03 9 n/a n/a Matrix -AS Weight: 144 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 6-10-0 oc bracing: 12-14 REACTIONS. (size) 9=0-3-8, 2=0-4-0, 15=0-4-0 Max Horz 2=423(LC 11) Max Uplift 9=779(LC 12), 2=559(LC 12), 15=745(LC 12) Max Grav 9=586(LC 1), 2=392(LC 21), 15=808(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-263/469, 4-5=191/409, 5-6=221/435, 6-9=638/1499 BOT CHORD 12-14=-1091/357, 11-12=-1225/513, 9-11=-1217/514 WEBS 6-11=742/266, 6-12=-555/1488, 4-14=-258/513 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 23-4-0 zone; cantilever left and right 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc, 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other - suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and GI85 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=779, 2=559, 15=745. Andrew SoEuron PE.N .84943 31reh USA. Inc' FV C<rt 6634 16013%We &ley Ridge Read;"nterrleld. 31O 61017' DeIC September 14,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 250E CR 3CAR BLK NO HS 147882625 2867031 002 GABLE 1 1 Job Reference (optional) t..ar.r ry, ���, nanr uy, r� - 0000r, 0.4JU 9 Aug 1b ZUZI mi I eK industries, Inc. Mon Jep 13 lb:ZU:22 2U21 Page 2 NOTES- ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-IRXG88oJ9aRae9tm gZ6bSwIXPg4p_MUswFMP4vye_jB 11) This truss design -requires that a minimum of 7/16" structural wood sheathing be applied -directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/192020 BEFORE USE ' Design valid for use only with Mrrek® 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 vent' 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 Mire k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabncation, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-69 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply 2508 CR 3CAR BLK NO HS 147882626 2867031 E7 JACK -OPEN 37 1 Job Reference (optional) FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 1316:29:22 2021 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-IRXGB8oJ9aRae9tmgZ6bSwlWdg2s_SOswFMP4vyeJB -1-4 ' -0 7-0-0 ' 1-4-0 7-0-0 R MA{ — 7-0-0 Scale=1:22.6 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.22 4-7 >376 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.21 4-7 >390 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix -AS Weight: 24lb FT=20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=195(LC 12), 2=-217(LC 12) Max Grav 3=198(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 3=195,2=217. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the tap chord and 112" gypsum sheetrock be applied directly to the bottom chord. ,.dries rouuew PE Vo. 8J943 Urfelr Us" W . FL C.d 6614 160M Sringley Aldge Read C6nrirrkW:N0 61017' Date: September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIlTPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2508 CR 30AR BLK NO HS 147882627 2867031 E7V Jack -Open 3 1 Job Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 1316:29:23 2021 Pagel I D:YARgC Uh M7 owkV E M pP NjefGzAwvz-m d5f O UpxwtaRGJ S yO H dq?7rgc4NQjveO9v6ycLyeJA -1.4-0 7-0-0 1-4 0 7-D-0 Scale=1:22.8 4x4 Plate Offsets (X,Y)-- [2:0-2-7,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.23 4-7 >356 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.22 4-7 >378 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP NCA TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-200(LC 12), 2=-21 O(LC 12) Max Grav 3=200(LC 17), 2=336(LC 1). 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=200; 2=210. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Audie17ahusaa PEN. O&C9413 harek CSA; Inc: R. Cnt 60I 16013 Sldrill y MS. Arad. 6—orkid. MO 63017' Dale: September 14,2021 ® WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51IM020 BEFORE USE. ' "Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a lmss 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. Addigonal temporary and permanent bracing iw iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Chestedleld, MO 63017 Jab Truss Truss Type Qty Ply 2508 CR 3CAR BLK NO HS 147882628 2867031 E7VA Jack -Open 1 1 Job Reference (optional) ce (Fiani City, FL), Plant City, rL - 33bbf, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:29:24 2021 Page 1 ID:YARgCUhM7owWEMpP NjefGzAwvz-Epf1 cggZhB iItT19y_83YL0_7Tg2SMu9OZrW8nyej9 -1-0-0 7-0-0 1-4-0 7-0-0 Scale=1:22.8 3x4 - r 6-1-8 7-0-0 6-1.8 0-10-8 Plate Offsets (X,Y)— 12:0-1-15,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) 11defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1:25 TC 0.41 Vert(LL) 0.09 6-12 >923 , 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.10 6-9 >864 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -AS Weight: 30lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2. TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=-120(LC 12), 2=195(LC 12), 5=46(LC 12) Max Grav 4=126(LC 17), 2=361(LC 1), 5=226(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-8=-737/709 BOT CHORD 2-6=-996/840, 3-6=807/957 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-3, Interior(1) 2-8-3 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 alive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Ot=lb) 4=120, 2=195. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Andrew JoEuenn FE.N0.8.1947 Mff1k I: SA.Inc• FL Cet16634 16023 SMugrey Mile Ito.& Chnterrleld, MO 63017 DW: September 14,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andror chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPIt Quality Criteria, DSB89 and Bost Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job uss Truss Type Qty Ply 2508 CR 3CAR BLK NO HS JE'7VB 147882629 2867031 Jack -Open 1 1 Job Reference o tional Builders rlrstsource (Plant City, FL), Plant Clty, 1=L - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16.29:24 2021 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-Epfl cggZhBiltTl9y_83YLOvgT18SMu9OZrW6nyeJ9 -14 0 4-1-8 7-0-0 1-4-0 4-1-8 2-10-8 Scale=1:23.0 3x4 4-1-8 7-0-0 - 4-1-8 2-10-8 Plate Offsets (X,Y)-- f2:0-0-15,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.24 6-12 >344 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.22 6 >387 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.07 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 28 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=-156(LC 12), 2=193(LC 12), 5=25(LC 12) Max Grav 4=172(LC 17), 2=364(LC 1), 5=154(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-8=-807/767 BOT CHORD 2-6=-1063/895, 3-6=862/1025 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interjor(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. - 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 4=156,2=193. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Andrew S.Un PE.Vo. 81943 SUM ❑SA; rni FL CM 6634 16023 SA.911y Ridge R-d. Cbelrrr(kId.No 63017' Deli: September 14,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE N1114473 rev. 611-M020 BEFORE USE. 'Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Type Qty Ply 2508 CR 3CAR BLK NO HS147882630 FE7VC 2867031 Jack -Open 1 1 Job Reference o tional Sunders Firsiaource trlanl cny, t-y, darn cny, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:29:25 2021 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz jOCPpAgCSVg9VdcLWfl4Yw3KlBOBmgJdDb3gEye-j8 i -1-0-0 2-1-8 4-8-2 7-0-0 1-40 2.6.10 2-3-14 - - 19 u 3.00 12 Scale=1:22.6 2-1-8 -- 4-10-8 Plate Offsets (X,Y)— [2:0-0-15,Edge] 13:0-9-7,0-3-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.16 3 >528 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.16 3-7 >506 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) -0.12 6 n/a nla BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 12) Max Uplift 5=-32(LC 12), 2=-224(LC 12), 6=-162(LC 12) Max Grav 5=24(LC 17), 2=313(LC 1), 6=257(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-9=-269/67 BOT CHORD 3-7=-558/328 WEBS 4-7=-438/749 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45f; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to -bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=224, 6=162. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum -sheetrock be applied directly to the bottom chord. - AndrtnJ46- PENS: 84043 NUM OSA1 I"e FL Cid 6634 1 (-0S3 SMugfey'Rids. Read, Ch."Ifie .31063.0171 260 September 14,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ' a truss system. Before use, the building designer must verify, the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM111 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 251111 CR 3CAR BLK NO HS 147882631 2867031 F01 GABLE 1 1 Job Reference (optional) 1. kraut -ay, rL/, rmnc Giry, rL - a000r, t5.43u 5 Aug lb 2U21 MI rek Industries, Inc. Mon Sep 1316:29:26 2021 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-BCmnl VrgDoy?7nBX3PAXdmTHiHYVwFBSrtKdDgye-j7 -1 -0 4-4-0 8-8 0 10-0-0 1-4-0 4-4-0 4-4-0 - 1-4-0 44 = Scale=1:21.7 IC? 0 4x8 = 4x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 P WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 6=0-4-0 Max Horz 2=-103(LC 10) Max Uplift 2=-481(LC 12). 6=481(LC 12) Max Grav 2=393(LC 1), 6=393(LC 1) CSI. DEFL. in (loc) Vdefl L/d PLATES TC 0.60 Vert(LL) 0.03 8-17 >999 240 MT20 BC 0.30 Vert(CT) 0.03 8-17 >999 180 WB 0.08 Horz(CT) -0.00 6 n/a n/a Matrix -AS Weight: 45 lb BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-310/1107, 4-6=310/1107 BOT CHORD 2-8=-777/250, 6-8=777/250 WEBS - 4-8=-519/140 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-4-0, Exterior(2R) 4-4-0 to 8-2-0, Interior(1) 8-2-0 to 10-0-0 zone; cantilever left and right 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable studs spaced at 2-0-0 Do. 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Lumber designated with -a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20%-where- used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 2=481, 6=481. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. GRIP 244/190 FT = 20% Andrim JoYmon PENo. 84943 %fret[ CSA;1oa FT. Cir a34 16023 S-169lel' RidV Road, Ctntrr&W. NO 63017 Lore: September 14,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE - Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall _ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 2508 CR 3CAR BLK NO HS 147882632 2867031 H7 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Irstbource (Plant t;lty, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:29:27 2021 Page 1 ID:YARgC UhM7owkVEMpP NjefGzAwvz-fOK9ErsSz64skxm kd7hm9zOUvhrDfe4b4X4Al6ye, j6 5-2-5 - I - - - 4-8-8 3x4 = Scale = 1:22.1 - 5-2-5 5-2-5 9-10-1 4-7-12 9-1 13 0-rul2 _LOADING (psf)_ _SPACING- 2-0-0 CSI. DEFL. in (loc) Ydefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.04 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.07 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 43lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=147(LC 8), 2=-349(LC 8), 5=178(LC 9) Max Grav 4=124(LC 1), 2=517(LC 1), 5=330(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-765/459 BOT CHORD 2-7=-524/693, 6-7=524/693 WEBS 3-7=-26/286, 3-6=-751/568 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. il; Exp C; Encl., GCpj=0.18; MWFRS (directional); 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 chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=147, 2=349; 5=178. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 18 lb up at 1-5-12, 64 lb down and 18 Ito up at 1-5-12, 5 lb down and 100 lb up at 4-3-11, 5 lb down and 100 lb up at 4-3-11, and 37 lb down and 155 lb up at 7-1-10, and 37 lb down and 155 lb up at 7-1-10 on top chord, and 41 lb up at 1-5-12, 41 lb up at 1-5-12, 5 lb down and 54 lb up at 4-3-11, 5 lb down and 54 lb up at 4-3-11, and 29 lb down at 7-1-10, and 29 lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=54, 5-8=-20 Concentrated Loads (lb) Vert: 13=75(F=-37, 8=-37) 15=10(F=-5, B=-5) 16=-57(F=-28, B=28) Andre. Jo►eron PEN,. 84943 3tfr1kUSA: Inn: FL CIO 6634 16OLi Swtuglat� iUdge Road, CEnrtrrkW.310 67017 Larr. September 14,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based orgy upon parameters shown, and is for an individual building component, not , - a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall _ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Addifional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply 25011 CR 3CAR BLK NO HS 147882633 2867031 H17 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) 0.4JU s Aug -ro ZUCI IVII I eK inausines, inc. ivion bep 13 1b:ZU:Zb ZUZI rage 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl U Ik-BCmn1 VrgDoy77nBX3PAXdmTM6HbUwGNSrtKdDgye, j7 1-10-10 2-2-3 -� Scale = 1:9.1 2-2-3 2-2-3 Plate Offsets (X,Y)-- [2:0-2-10,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdef' LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 10lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=109(LC 8) Max Uplift 3=-61(LC 1), 2=-249(LC 8), 4=46(LC 1) Max Grav 3=51(LC 8), 2=165(LC 1). 4=40(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Dpsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3, 4 except (jt=lb) 2=249. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 75 Ib up at 1-5-12, and 60 lb down and 75 lb up at 1-5-12 on top chord, and 48 lb up at 1-5-12, and 48 Ito up at 1-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert:-1-3=54, 4-5=-20 - Concentrated Loads (lb) Vert: 8=150(F=75, B=75) 9=51(F=26, B=26) AadrenJd... PE`ro. 84943 ;1111 ,k {:SA; Inc FL Cen 6634 1,6e23 SrluZiey Aide Read. CE_nrertleW. HO 63017' Dere: September 14,2021 A WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPI1 Quality Criteria, DSBA9 and BC31 Building Component 16023 Swingiey Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job s Truss Type Qly Ply 2508 C_R 3CAR BLK NO HS TPB 147882634 2867031 VALLEY 4 1 Jab Reference (optional) 4x4 = 5 4-4-0 4-4-0 -- o.wu s Huy 10 GUG I IVll J eK Inuusirles, Inc. mon Sep io 7b:z-d:zts zuzi rage 1 ID:71 YDfitmYJ1 NmupVDA3te2z4H2S-7buYRBt4kQCjM4LwBgD7iBYg_5HgO9giJ BgjHYye_j5 8-8-0 4x4 = 3 6 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Scale=1:17.3 PLATES GRIP MT20 244/190 Weight: 27 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 8-8-0. (lb) - Max Horz 1=-82(LC 10) Max Uplift All uplift 100 lb or less at joints) 5, 6 except 1=128(LC 17), 2=-264(LC 12), 4=-264(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=319(LC 17), 4=302(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-133/259 NOTES- 1) Unbalanced roof five loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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 3)-Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with -any other live loads. - 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=lb) 1=128,2=264,4=264. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4, 6. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. And" JdE ... PE `r.. 8451 NIIek VSA; Inc. FL Cen 6634 160235wiegler Ridge Road, Qntnneld, 51063017' bare: September 14,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ,• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI17PI1 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qly Ply r250'11CR3CARB1KNOHS 147882635 2867031 PB2 VALLEY 21eference loptional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:29:29 2021 Page 1 ID:?1 YDfItmYJ1 Nm upVDA3te2z4H2S-bnSwfXtiVjKa_Ew6IYkE FO5rkUdv7cwuYrZHp?ye_j4 4-0-0 4-4-0 4-8-0 8-8-0 4-0-0 0-4-0 0-4-0 4-0-0 46 = 6 4x4 = 2x4 11 4x4 = 4-4-0 8-8-0 _ 4-4-0 4-4-0 Plate Offsets (X,Y)--[2:0-1-12,0-0-0),[4:0-1-12,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 TCDL 7.0 Lumber DOL 1.25 BC 0.13 BCLL 0.0 Rep Stress incr YES WB 0.08 BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Scale=1:17.4 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 4 n/a n/a Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 8-8-0. (lb) - Max Horz 1=82(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 1=128(LC 17), 2=-264(LC 12), 4=-264(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=319(LC 17), 4=302(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-133/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed fora 10.0 psf bottom chord live -load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jl=lb) 1 =1 28, 2=264, 4=264. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4, 6. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Ao "J06SIS PE 41. b1943 11 CS,l;lae: EL CeM 6631 16023 SYdnQlq tirdae uuad, Cb"terfkta. V0 61o17' Pere: September 14,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not�- a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual tmss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPN Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qly Ply 25011 CR 3CAR BLK NO HS 147882636 2867031 PB3 VALLEY 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Sep 13 16:29:30 2021 Page 1 ID:?1 YDfltmYJ1 NmupVDA3te2z4H2S-3ZOlstUKG 1 SRbOUI IFFTnce1 vuy2s2C2m VJgMRye—j3 2-0-0 4-4--40 , 6-8.0 8-8-0 ' 2-0-0 ' 20 - 2-4-0 2-0-0 3x4 = Scale=1:16.6 6.00 FIT 3xB II 3x4 = _ 3 9 4 10 5 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 2x4 = - _ 4-4-0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020frP12014 2x4 = 8-8-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TC 0.27 Vert(LL) n/a n/a 999 MT20 244/190 BC 0.13 Vert(CT) n/a n/a 999 WB 0.14 Horz(CT) -0.01 7 n/a n/a Matrix-S Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 8-8-0. (lb) - Max Horz 1=35(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2 except 8=-142(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2 except 8=283(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-199/367, 3-4=192/367, 4-5=192/367, 5-6=-192/370 BOT CHORD 2-8=-258/148, 6-8=258/148 WEBS 4-8=-218/469 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-15 to 2-0-0, Exterior(2R) 2-0-0 to 6-0-0, Interior(1) 6-0-0 to 6-8-0, Exterior(2E) 6-8-0 to 8-4-1 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) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 7, 2 except (jt=1b) 13=142. 9) Beveled plate or shim required to provide full bearing surface with truss chord at-joint(s) 2, 8. - 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. O Andrei Jo6n.an Fe vo. si9J3 31Irelk USA: Inc FL Cen 6634 16023 Swingky Mg. R-d, C6We.fkld, Ne 63017 P.M September 14,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511 W020 BEFORE USE. Design valid for use only wfth 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 in corporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing _ MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSInPI1 quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 I Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. J�Apply plates to both'sides of truss and fully embed teeth. 0-1/15' - -I- For 4 x 2 orientation, locate plates 0- 'rrfi' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. `Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings' (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSP-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS c1-2 c2a o, WEBS q 4 � m 0: Pin U 6 p U O IL F C7-8 C6-7 CS-6 OF. BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ]CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSlrrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others 16. Do not cut or alter truss member or plate without prior approval of an engineer. , 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance asks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly staled.