Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
TRUSS PAPERWORK
® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: M11443 -,e?; MiTek USA, Inc. Site Information: 669904 Parke East Blvd. Customer Info: WYNNE DEVELOPMENT Project Name: 71 WIN R Model: 7 OIt M Lot/Block: Subdivision: SCAN Address:: UNKNOWN BY City: ST LUCIE COUNTY State: FL St Lucie C®urlty Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: f License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 16 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# I Truss Name Date 1 T15321416 1 A 10/12/18 12 T163214171 Al 1 10/12/18 1 13 1 T15321418 1 A3 1 10/12/18 1 14 1 T15321419 1 A4 1 10/12/1C 15 1 T15321420 1 A5 1 10/12/18 16 1 T15321421 1 A6 1 10/12/18 1 17 1 T15321422 1 A7 1 10/12/1C 18 1 T15321423 1 B 1 10/12/18 1 19 1 T15321424 1 B2 1 10/12/18 110 1 T15321425 1 BHA 1 10/12/18 1 Ill I T15321426 1 GRB 1 10/12/18 112 I T15321427 I J1 1 10/12%18 113 I T15321428 I J3 1 10/12/18 114 I T15321429 I J5 1 10/12/18 15 T15321430 J7 1 10/12/18 1 116 I T15321431 1 KJ7 1 10/12/18 The truss drawings) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided 8y Chambers Truss. Truss Design Engineer's Name: Magid, Michael My license renewal date for the state of Florida is February 28, 2019. 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.,Jloads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation,of these desigris. 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 ANSI/TPI 1, Chapter 2. % SL S. h, %` �P • M� �. N o 5368 • • �:• S ATE OF FS . OR . C? --1S,O N A' 11111110 Michael S. Magid PE No.63681 MITek USA, Inc. Fl. Cert 6634 6904 Parka East Blvd. Tampa FL 33610 Date: October 12,2018 Magid, Michael 1 of 1 Job Truss Truss Type Oty Ply MANOR 71 T75321416 AA11443 A Common 2 1 Job Reference (optional). Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 1 i 2018 Mi r ek industries, Inc. nl vcr Ic 1 1:34:46 GU to r ID:AJiomcsggFaOsPzA?N?xeHyei 11-2ybCANYyv?h6JyZng9ZRzLBxdFTtIVVuDFAgW Ky 1 0 Q 6-4-8 11-11-4 17.6-0 23-0-12 28-7-8 35-0-0 3 5-6-12 5-6-12 6-4-8 4.00 12 6 4x4 = 16 15 28 1e-9 13 3x6 = 3x6 = Scale=1:59.3 7-4-0 13-8-0 13-103 11 0 21-2-4 21 -0 27.8-4 35-0-0 7-4.0 6-4-1 0- -3 3-7-13 3-8-4 0- -12 6-4-4 7-3-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.07 13-16 >999 360 MT20 244/190 TCDL 7.01 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.12 17-20 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.01 10 n/a r1/a BCDL 10.0i Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.0717-20 >999 240 Weight: 166lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4SPNo.3 REACTIONS. IAll bearings 7-8-0 except (jt=length) 2=0-8-0, 10=0-8-0. (lb) - Max Harz 2=-179(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-287(LC 12), 16=-539(LC 12), 13=-537(LC 12), 10— 286(LC 12) Max Grav All reactions 250 lb or less at joints) except 2=426(LC 21), 16=989(LC 14 16=945(LC 1), 13=976(LC i 22), 13=941(LC 1), 10=425(LC 22) FORCES. (lb) -Max' Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 540/335, 3-5=-414/308, 5-6— 156/547, 6-7= 164/546, 7-9=-414/317, 9-10— 537/342 BOT CHORD 2-17= 205/511, 16-17=-268/269, 13-16=-345/357, 12-13=-270/283, 10-12= 200/485 WEBS 3-17=-328/336, 5-17=-436/695, 5-16=-573/516, 6-16=-384/251, 6-13=-381/244, 7-13= 572/516, 7-12=-439/698, 9-12=-328/336 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE17-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=71ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Exterior(2) 17-6-0 to 21-0-0 zone;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 3x4 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 287 lb uplift at joint 2, 539 lb uplift at joint 16, 537�lb uplift at joint 13 and 2861b uplift at joint 10. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 12,2018 ® WARNING - Ver'1ly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with A4ITeM connectors. This design Is based only upon parameters shown, and Is for an Individual bUkding 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 Indicated is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek building design. Bracing prevent of 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, seeANSW11 Qua/OyCdfedh, DSB a9 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety /nlormpBon3vallable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply MANOR 71 ' T15321417 Ni11443 Al COMMON 5 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Fri Oct 12 11:34:27 2018 Page 1 ID:AJiomcsggFaOsPzA?N?xeHyei 11-W88aNjZagJpzw68zOs4gWYj2effYUr41 SvvO3nyUADg 1-0-Q 6-4-8 11-11-4 17-6-0 23-0-12 28-7-8 35-0-0 36-0-Q 1-0-0 6-4-8 5-6-12 5 6-12 5-6-12 5-6-12 6-4-8 1-0-0 Scale=1:59.3 �1 6 4x6 = 4.00 FIT — 14 - 4x6 = 3x10 = 1-11-4 4x4 = 25 rs 3x10 = 4x6 35.0-0 46 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.48 13-14 >867 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.82 13-14 >515 240 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.13 10 n/a ri/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.32 14 >999 240 Weight: 162lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-4-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=142410-8-0, 10=1424/0-8-0 Max Horz 2=-179(LC 10) Max Uplift 2=-750(LC 12), 10=. 750(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12-3=-3562/2005, 3-5= 3056/1612, 5-6=-3064/1762, 6-7= 3064/1762, 7-9=-3055/1612, 19-10=-3562/2005 BOT CHORD 2-14=-1789/3360, 13-14=-896/2132, 10-13= 1798/3360 WEBS '6-13=-630/1127, 7-13= 345/353, 9-13=-546/523, 6-14= 630/1127, 5-14=-345/353, 3-14=-546/523 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=71ft; L=35ft; eave=5fh Cat. 11; Exp C; EncL, GCpi=0.18; MWFRS (directional) and C-C Extefior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Extedor(2) 17-6-0 to 21-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 150.011p AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 4-0-0 apart. 4) This truss hasIbeen 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 750 lb uplift at joint 2 and 750 lb uplift at joint 10. Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 12.2018 ® WARNING - Ven/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Iv ITekV 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, seeANSVIPII GualRy c1lt nid, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety ln/ofmation ivallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply MANOR 71 T15321418 NT11443 A3 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL a.lsu s iviar i i 20i 8 Mi 1 er, uruubuleb, Inc. ru U 1L 1 1 --o Gu 10 rage I D:AJiomcsggFaOsPzA?N?xeHyei 11-_Kiyb3aCRdxgYGj9yabv2mG943zBDExBhZfxbDyUADf 1-0- 7-10-6 14-11-0 17-0-0 B-O- 23-4-i 28-8-2 35-0-0 6-0- -0-0 7-10-6 7-0-10 2-1-0 0- 5-4-1 5-4-1 6-3-14 0. Scale=1:62.3 4.00 F12 5x6 = 4x5 = 2x3 11 6 7 25 16 15 3x10 = 3x5 = 2x3 11 5x8 = 4x10 = 2.00 12 7-10-6 24- 0-4.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.52 13 >804 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.96 13-14 >439 240 MT18HS 244/190 BCLL 0.0 Rep Stress incr YES WB 1.00 Horz(CT) 0.35 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wlnd(LL) 0.72 13 >579 240 Weight: 176lb FT=20% LUMBER- BRACING - TOP CHORD 2z4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-12 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 8-14 OTHERS 2ic4 SP No.3 REACTIONS. (lb/size) 2=134910-8-0, 11=1349/0-8-0 Max Horz 2=-175(LC 10) Max Uplift 2=-825(LC 12), 11=-825(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3313/2237, 3-5=-2433/1761, 5-6— 2415/1914, 6-7= 2192/1693, 7-8=-2348/1721, 8-10=-5320/3568, 10-11=-5813/3956 BOT CHORD 2-16=-2011/3107, 15-16=-2011/3107, 14-15=-1262/2152, 13-14— 2670/4104, i i 1-13=-3695/5539 WEBS i3-16=0/331, 3-15=-929/647, 5-15=-323/462, 6-14=-373/532, 7-14=-315/498, 8-14=-2196/1576, 8-13=-1166/2007, 10-13=-509/493, 6-15— 477/478 I NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=71ft L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-0-0, Exterior(2) 17-0-0 to 18-0-0, IntedoIr(1) 22-11-6 to 36-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are �IT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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. 6) Provide mecfianical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at joint 11. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 12,2018 ® WARNING - Veritydesign parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 10103,2015 BEFORE USE Design valid foilUse only with IvilfeKo connectors. This design Is based only upon parameters shown, and Is for on 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek prevent Is always requlrbc1 for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatlon, storage, delivery, erection and bracing of Trusses and truss systems, seeANSMII GualByCdfeda, DSO.89 and =1 Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety Intannattonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply MANOR 71 T15321419 M'11443 A4 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Oct 12 11:34:29 2018 Page 1 I D:AJjomcsgg FaOsPzA?N?xeHyei 1 I-SXGLoPagCw3hAQI MVH68bzpF?SJJyhl KwDOU7fyUADe 1-0- 7-10.14 15.0-0 20.0-0 27-0-2 35-0-0 6-0- 0-d 7-10-14 7-1-2 5-0-0 7-0-2 7-11-14 0- 4.00 12 5x6 = 5x8 MT18HS = 14 13 ' — 3x5 = 1 2x3 11 5x10 = 2.00 F12 Scale=1:62.3 4x10 = 7-10-14 14-11-0 20-0-0 24-7-8 35-0-0 7-10-14 7-0-2 5-1-0 4-7-8 10-4-8 Plate Offsets (X Y)-- f2:0-1-6 Edgel [3:0-3-0 Edge], f6:0-4-0 02-31 [8:0-4-0 Edgel [9:0-2-10 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.52 11 >810 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.94 11 >448 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.34 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.72 11 >584 240 Weight: 160 lb FT = 20% LUMBER- BRACING - TOP CHORD 2z4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied. 3-5,6-8: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 6-,11: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1349/0-8-0, 9=1349/0-8-0 Max Harz 2=155(LC 11) Max Uplift 2= 825(LC 12), 9— 825(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4= 3315/2388, 4-5= 2420/1850, 5-6= 2670/2127, 6-7=-5248/3739, 7-9— 5785/4222 BOT CHORD i2-14= 2157/3109, 13-14=-2157/3109, 12-13=-1497/2268, 11-12=-1811/2723, 1 9-11 =-3944/551 1 WEBS 4-14=01328, 4-13— 946/731, 5-12=-461/660, 6-12=-409/369, 6-11 =-1 859/2781, 17-11=-567/648 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=71ft; L=35ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 15-0-0, Exterior(2) 15-0-0 to 20-0-0, Interior' 1) 24-11-6 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoidt(s) 9 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 825 lb uplift at joint 2 and 825 lb uplift at joint 9. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 12,2018 © WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111.7473 rev. 10/0'W015 BEFORE USE. ' Design valid for use ordy with MlTeka cohnectors. This design Is based only upon parameters shown, and Is for or. Vdivldual buliding 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* prevent 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, scoANSYMI► QualflyClyedo, DSB-89 and BCSI Bug&ng Componanl 6904 Parke East Blvd. Tampa, FL 33610 SafafylnfomralIlonovallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job I Truss Truss Type Qty Ply MANOR 71 T15321420 M11443 A5 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s mar i 12018 Mi i eK InnuSrneS, Inc. rn vcr ,L , ;:o .m Lu,O Faye , I D:AJiomcsggFaOsPzA?N?xeHyei 11-wjgjokbTzE BYnasY3?dN7BLRAseOhAgU8t82f6yUADd T1 0 Q 6 10 14 , 13-0-0 14-11.0 22-0-0 28-0-2 , 35-0-0 Q6.0-Q 1-0-0 6-10-14 6-1-2 1-11.0 7-1-0 6-0-2 6-11-1% -0-0 �1 6 4.00 5x6 = 3x4 = 5x8 MT18HS = 4 22 0 23 24 25 6 Scale=1:61.3 13 12 3x5 = 3x4 6x8 — 2.00[12 4x10 = 13-0-0 , 14-11-0 , 22-0-0 24-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.95 Vert(LL) -0.52 10 >804 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.95 10 >444 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.34 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.73 10 >578 240 Weight: 163lb FT = 20% LUMBER- BRACING - TOP CHORD 2z4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2z4 SP No.3 REACTIONS. (lb/size) 2=134910-8-0, 8=1349/0-8-0 Max Harz 2= 136(LC 10) Max Uplift 2=-825(LC 12), 8=-825(LC 12) FORCES. (lb) -!Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3390/2468, 3-4=-3415/2630, 4-5=-2589/2078, 5-6= 335012590, 6-7=-5231/3756, I7-8=-5818/4343 BOT CHORD �2-13=-2242/3184, 12-13=-1658/2418, 11-12=-1785/2636, 10-11=-2321/3412, -8-10= 4064/5545 WEBS ,3-13=-378/459, 4-13=-720/949, 4-12=-338/562, 5-12=-727/641, 5-11=-599/8B9, 6-11=-390/349, 6-10= 1506/2258, 7-10=-574/684 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15f; B=71ft; L=35fh eave=51t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 13-0-0, Exterior(2) 13-0-0 to 26-11-6, Interior(1) 26-11-6 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother 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) 8 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 825 lb uplift at joint 2 and 825 lb uplift at joint 8. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert $634 6904 Parke East Blvd. Tampa FL 33610 Date: October 12,2018 ® WARNING - Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use or11y with connectors. This design is based only upon parameters shown, and is for ati 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' prevent Is always required for stability and 10 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, seeANS1flP11 AuafCyCr@efb, DSO-89 and SCSI BuOdhig Component 6904 Parke East Blvd. SatetyintoanaIHo►available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply MANOR 71 I T15321421 M11443 A6 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Fri Oct 12 11:34:31 2018 Page 1 I D:AJiomcsgg FaOsPzA?N?xeHyei 1 I-OvO5D4c5kYJ PPkRkdi9cgOufpG?EQhRdNXtbCYyUADc -Al 5-10-14 11-0-0 14-11-0 19-5-8 24.0-0 29-0-2 35-0-0 36.0•Q 1-0- 5-10-14 5-1-2 3-11-0 4-6-8 4-6-8 5-0-2 5-11-14 i-0-0 �I 6 5x6 = 4.00 FIT 2x3 11 21 5 22 3x4 = 623 24 5x8 MT18HS = Scale=1:61.3 i 13 12 3x6 = 3x4 = 6x8 = 4x10 = 2.00 12 11-0-0 1 14-11-0 24-7-8 , 35-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.54 11-12 >773 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -1.1811-12 >355 240 MT18HS 244/190 BCLL 0.0 ` Rep Stress Incr YES WB 0.63 Horz(CT) 0.35 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.76 11-12 >556 240 Weight: 160 lb FT = 20% LUMBER- I BRACING - TOP CHORD 21i4 SP M 30 TOP CHORD BOT CHORD 2z4 SP M 30 BOT CHORD WEBS 2xI4 SP No.3 REACTIONS. (IL/size) 2=1349/0-8-0, 9=1349/0-8-0 Max Harz 2=-117(LC 10) Max Uplift 2=-825(LC 12), 9=-825(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3476/2553, 3-4= 3484/2694, 4-5= 3032/2347, 5-6= 3032/2347, 6-7=-462313476, 7-8=-5342/3855, 8-9=-5825/4414 BOT CHORD 2-13=-2333/3260, 12-13=-1846/2617, 11-12-2684/3827, 9-11= 4135/5553 WEBS 3-13=-299/402, 4-12=-396/683, 5-12=-243/288, 6-12=-951/748, 6-11=-604/953, 7-11=-900/1446, 8-11= 476/617, 4-13— 602/800 Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7,10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=71ft L=35ft eave=511; Cat. II; Exp C; Encli, GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 11-0-0, Exterior(2) 11-0-0 to 28-11-6, Interior(1) 28-11-6 to 36-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss haslbeen 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 at joint(s) 9 considers parallel to grain value using ANSI/fPI 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 825 lb uplift at joint 2 and 825 lb uplift at joint 9. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 12,2018 ® WARNING - ycrlly design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MY-7473 rev. 1010312015 BEFORE USE. Design Valid for use o n.y with h lirek0 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 deslgn.1 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 fabricaflom storage, delivery, erection and bracing of trusses and truss systems, seeANSUMI► QualEyCrYeda, DSB-89 and BCSI SuIld01g Component 6904 Parke East Blvd. Safety /ntormatbmvallable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply MANOR 71 T15321422 M 11443 A7 Hip 1 1 Job Reference (optional) i,namoers russ, mc., rurr r-mice, rL ID:AJiomcsggFaOsPzA?N?xeHyei l l-s6yTRQdjVrRG1 uOxBQgrDcRvUgQX967mcBd9k_yUADb 1-0-q 5-5-15 9-0-0 14-8-9 20-3.7 26-0-0 29-6-2 35-0-0 $6-0-Q 1-0-0 5-5-15 3-6-1 5-8-9 5-6-13 5-8-9 � 5-5-15 0-0 2x3 I I 4x5 = 3x8 = 4x6 = 4x8 = 4.00 12 4 26 5 6 7 27 8 i n1 2 Scale=1:60.3 m m 10 11 la, 0 6 2x3 2x3 3 9 25 28 24 29 4x5 = 17 16 15 14 i3 12 3x8 = 5x6 WB— 2x3 II 3x8 = 4x6 — 3x4 = 203-7 4x5 = Plate Offsets (X Y)-- f2.0-1-10 Edge) (6:0-3-0 Edgel f8:0-5-4 0-2-01 f 10:0-1-10,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.33 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.62 14-15 >678 240 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.46 14-15 >908 240 Weight: 165lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2z4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-6 oc puriins. BOT CHORD Rigid ceiling directly applied or 4-7-4 oc bracing. REACTIONS. (Ib/size) 2=1349/0-8-0, 10=1349/0-8-0 Max Harz 2=97(LC 11) Max Uplift 2=-825(LC 12), 10= 825(LC 12) FORCES. (lb) -IMax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-3399/2617, 3-4=-3074/2310, 4-5=-2919/2259, 5-7= 3678/2801, 7-8=-3678/2801, 8-9=-3074/2311,9-10= 3400/2618 BOT CHORD ,2-17= 2391/3204, 15-17=-2569/3678, 14-15= 2569/3678, 12-14=-2012/2899, 110-12=-2400/3204 WEBS 13-17= 357/437, 4-17=-443f729, 5-17=-968/696, 7-14=-320/366, 8-14=-707/988, 8-12— 148/385, 9-12=-359/436 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=71ft; L=35ft; eave=5ft; Cat. 11; Exp C; Encl,., GCpi=0.18; MW FRS (directional) and C-C Extertor(2) -1-0-0 to 2-6-0, Intedor(1) 2-6-0 to 9-0-0, Extedor(2) 9-0-0 to 30-11-6, Intertor(1) 30-11-6 to 36-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 825 lb uplift at joint 2 and 825 lb uplift at joint 10. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 12,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII.7473 rev, 10/03/2015 BEFORE USE Design valid fot'use only with MlTeicV connectors. This design Is based only upon parameters shown, and Is for an Individual building component not e a truss system. Before use, the building designer must verity the applicablilty of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPII GualltyCtBedd, DSB-89 and SCSI Bulldfng Component 6904 Parke East Blvd. Safety lnfonnaflonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply MANOR 71 T15321423 M11443 B Roof Special 12 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 Mfl ek industries, Inc. Fri Oct 12 11:34:33 2018 Page 1 I D:AJiomcsgg FaOsPzA? N?xeHyei 1 I-KI W remdLG9Z6el b7k7B41pzO34hKucKwgrMiGRyUADa 1-0-Q 7-10.6 14-11-0 16-0-Q17-6-0 23-0-1 28.6-2 35-0-0 $6-0-p 1-0 00 7-10-6 7-0-10 1-1-0 1-6-0 5-6-1 5- 0-0 di 6 4.00 12 2x3 11 5 5x8MT1BHS II 14 13 3x5 — 2x3 11 6x10 MT18HS = 2 00 F12 24-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.61 12-13 >689 360 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.18 12-13 >355 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.38 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.86 12-13 >491 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 6 i12: 2x4 SP M 30 OTHERS 2x4 SP No.3 I REACTIONS. (lb/size) 2=1349/0-8-0, 10=1349/0-8-0 Max Harz 2_ 179(LC 10) Max Uplift 2=-825(LC 12), 10=-825(LC 12) Scale Scale=1:60.3 4x10 = PLATES GRIP MT20 2441190 MT18HS 244/190 Weight: 166 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-13, 6-12 FORCES. (lb) -'Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD I2-3= 3324/2155, 3-5— 2381/1636, 5-6= 2340/1767, 6-7=-5624/3880, 7-9— 5281/3342, 9-10=-5843/3811 BOT CHORD 2-14=-1916/3119,13-14=-1916/3120,12-13=-1189/2105,10-12=-3558/5569 WEBS .3-14=0/317, 3-13=-991/686, 6-13=-445/609, 6-12=-2543/3758, 7-12=-537/645, 9-12=-577/568, 5-13=-362/449 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=71ft; L=35ft eave=5ft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Exterior(2) 17-6-0 to 21-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSVTPI 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 825 lb uplift at joint 2 and 825 lb uplift at joint 10. I� Im 0 Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 12,2018 ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev, 1010312015 BEFORE USE. Deslgn valid foruse only with FAITeinD connectors. This design Is based only Upon parameters shown, and Is for an iindlvlduat building component, not �' a Truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design! Bracing Indicated is to prevent buckling of individual Truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek` fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeAAL9M11 GualByCiBeda, DSB-89 and BCS1 Buadfng Component 6904 Parke East Blvd. Safety /nlonnaHonuvailabie from Truss Plate Insfitule, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply MANOR 71 T15321424 M11443 B2 Roof Special 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 7-10-6 �1 of 6 8.13u s mar it 2018 Na I ek Industries, Inc. r n vct IZ I I:J4:34 ZV I o ID:AJiomcsggFaOsPzA?N?xeHyeil l-pU4Ds6ezlThzGBAJIgiJl1 WBmTlidyi33V6FI 23-0-1 1 28-6-2 35.0-0E 2-7-0 ' 5x8MTt8HS 11 4.00 F12 9 t II 6 Scale =1:60.3 14 13 2x3 I 5x8 = 4x10 = 3x5 = 2.00 12 14-11 I1� 1 jm 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.61 12-13 >688 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.31 12-13 >321 240 MT18HS 244/190 BCLL 0.0 I` Rep Stress Incr YES WB 0.99 Horz(CT) 0.38 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.86 12-13 >490 240 Weight: 165 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3'Except' WEBS 6-12: 2x4 SP M 30 OTHERS 2x4 SP No.3 I REACTIONS. (Ib/size) 2=1349/0-8-0, 10=1349/0-8-0 Max Harz 2= 179(LC 10) Max Uplift 2=-825(LC 12), 10=-825(LC 12) FORCES. (lb) Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3308/2149, 3-5=-2445/1671, 5-6=-2408/1789, 6-7=-5638/3883, 7-9=-5291/3343, 9-1 0=-5847/381 0 BOT CHORD 2-14=-1909/3102, 13-14=-1909/3102, 12-13=-1205/2117, 10-12=-3557/5573 WEBS 3-14=01305, 3-13=-9121649, 5-13=-285/355, 6-13=-373/572, 6-12= 2526/3757, 7-12=-541/648, 9-12=570/568 Structural wood sheathing directly applied or 2-5-9 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 6-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft B=71ft; L=35ft eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Exterior(2) 17-6-0 to 21-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates areIMT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.0psf 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. 6) Bearing at joint(s) 10 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 825 lb uplift at joint 2 and 825 lb uplift at joint 10. Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 12,2018 Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. ' Design valid fora use only with MITek®connectots. This design Is based only upon parameters shown, and is for an Individual building component, riot a truss system. Before use, the building designer trust verify the applicability of design parameters and properly Incorporate this design Into the overall building deslgn. 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 fabricallon, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPII Cua/ByCllledo, DSB-89 and BCSI Bulld/ng Component 6904 Parke East Blvd. Safety Infomratlondvallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandrla, VA 22314. Tampa, FL 33610 I Job i Truss Truss Type ty Ply MANOR 71 T15321425 M11443 BHA Common Girder 1 1 Job Reference (on" --- Chambers Truss, Inc., Fort Pierce, FL tt.lausdwzuzuibMi eamuusrnes,mc. Fri Our rz ia: 0;042018 rage ID:AJiomcsggFaOsPzA?N?xeHyeii 1-b02EFSX_QgQaTK_16uW4wCkFp56ahl2asu4yZpyUgiH 14-0-0 21-6-0 1-0- 7 0-0 9-1 11 6-0 13-6-0 15-6 D 17-6-0 19-6-0 21-D-0 23-6-0 25-4 12 28-0-0 29-9-8 35-0-0 6-0- -0- 5-2-8 1-9-8 2-7-4 1-10-12 2-0-0 0-6-0 2-0-0 2-0-0 1-6-0 2-0-0 1-10-12 2-7-4 1-9-8 5-2-8 0 1-6-0 0-6-0 Scale = 1:60.8 TRUSS DESIGNED FOR WIND LOADS IN THE PLANE OF THE TRUSS ONLY. FOR STUDS EXPOSED TO WIND (NORMAL TO; THE FACE), SEE STANDARD INDUSTRY TOP CHORD MUST BE BRACED BY END JACKS, GABLE END DETAILS AS APPLICABLE, OR CONSULT ROOF DIAPHRAGM, OR PROPERLY CONNECTED QUALIFIED BUILDING DESIGNER AS PER ANSIITPI 1. P RLINS AS SPECIFIED. 4.00 12 4x4 = 2x3 11 2x3 14 16 2x3 11 11 2x3 11 3x6 % 2x3 11 8 19 2x3 11 3x6 7 21 Sx10 % ' S 10x1 = 23 Sx10 3 10 69 13 18 0 22 2544 ni 2 o_ N 26 P7 N O 45 46 34 47 48 36 35 33 49 50 51 52 30 53 54 O 32 31 29 28 2x3 11 3x6 = 6x8 = I 3x8 = 6x8 = 3x6 2x3 I I i 5-2-8 7 0 0 9-7-4 1 17-6-0 21-0 0 25-4-12 28-0 0 29-9-8 35-0-0 %0-0 5-2-8 1 9 8 2 7 4 4-4-12 3-6-0 3 6 0 4 4 12 2 7 4 1 9 8 5-2-8 Plate Offsets (X X)-- f3:0-1-4 0-2-81 fl3:0-4-12 0-5-01,f25:0-1-4,0-2-81,f31:0-3-8,0-3-01,r33:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.07 36-39 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.15 36-39 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.02 26 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.11 36-39 >999 240 Weight: 235lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 `Except' TOP CHORD Sheathed or 6-0-0 oc pudins. 3-.13,13-25: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP M 30 JOINTS 1 Brace at Jt(s): 10, 18, 22, 6,15 WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. (lb) - Max Horz 2=-179(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2=-496(LC 8), 33=-1509(LC 8), 31=-1509(LC 8), 26= 495(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=652(LC 17), 33=2413(LC 1), 31=2413(LC 1), 26=636(LC 1) FORCES. (lb) - IMax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1187/881, 3-7=-629/805, 7-8=-591/826, 8-11=-536/803, 11-14= 496/800, 14-16=-496/800, 16-19— 536/803, 19-21=-591/826, 21-25=-629/806, 25-26=-1138/888, 3-4=-1220/1019, 4-6=-178/458, 6-9=-178/458, 9-10=-178/458, 18-20=-178/453, 20-22=-178/453, 22-24=-178/453, 24-25=-1221/1020 BOT CHORD 2-36=-732/1091, 35-36=-596/933, 33-35= 204/511, 32-33— 1206/994, 31-32=-1206/994, 29-31= 205/466, 28-29= 595/886, 26-28— 730/1045 WEBS 3-35=-715/665, 4-35=-509/692, 4-33= 1917/1372, 10-33=-1196/793, 10-32=-401/750, 14-15=-5621378, 18-32=-4011750, 18-31=-11951793, 24-31=-1916/1373, 24-29=-507/689, 25-29=-711/661, 3-36=-517/613, 25-28=-517/612, 15-32=-717/480 NOTES- Continued on page 2 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=71ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl', GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has;been designed for a 10.0 psi 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 496 lb uplift at joint 2, 1509 lb uplift at Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 12,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI/-7473 rev. 10/=015 BEFORE USE. ' Design valid foriuse 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, seeANS/gp/I AualtlyCrtledQ DSB-09 and BCSI Budding Component 6904 Parke East Blvd. Safety /nfannallollavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job russ Truss Type Qty Ply MANOR 71 • 715321425 Mj 1443 BHA Common Girder 1 1 Job Reference (optional) Chambers Truss, Inc., IFort Pierce, FL o. wu sam cocow nninnauuauiva,nw. iuwt1 ,.,...oyo I D:AJi omcsgg FaOsPzA? N?xeHyei l l-bO2EFSX_QgQaTK_16uW 4wCkFp56ahl2asu4yZPyU9iH NOTES- 8) Graphical purin representation does not depict the size or the orientation of the purin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 242 lb down and 328 lb up at 7-0-0, and 242 lb down and 328 lb up at 27-11-4 on top chord, and 402 lb down and 504 lb up at 7-0-0, 84 lb down and 32 lb up at 9-0-12, 84 lb down and 32 lb up at 11-0-12, 84 lb down and 32 lb up at 13-0-12, 84 lb down and 32 Ito up at 15-0-12, 84 lb down and 32 lb up at 17-0-12, 84 lb down and 32 lb up at 17-11-4, 84 lb down and 32 Ito up at 19-11-4, 84 lb down and 32 lb up at 21-11-4, 84 lb down and 32 lb up at 23-11-4, and 84 lb down and 32 lb up at 25-11-4, and 402 lb down and 504 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD GASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-14=-54, 14-25=-54, 25-27=-54, 37-40= 20, 3-25=-83(F) Concentrated Loads (Ib) Vert: 36= 402(F) 28= 402(F) 43=-146(F) 44=-146(F) 45=-68(F) 46=-68(F) 47=-68(F) 48=-68(F) 49=-68(F) 50=-68(F) 51=-68(F) 52= 68(F) 53= 68(F) 54=-68(F) ® WARNING - Ver11y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for, Use only with MI1ek8 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. Addltlonal 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, erecflon and bracing of trusses and truss systems, seeANSUIPII Qual9y Cdtedo, DSO-89 and SCSI Buddlgg Component 6904 Parke East Blvd. Safety Infomrallolravailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, AJexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type aty Ply MANOR 71 T15321426 NI11443 GRB HIP GIRDER 1 2 Job Reference (optional) t;namoers I russ, mc., ron rlerce, f-L o.. . I—... ... ..' „I ,.— � y , ID:AJiomcsggFaOsPzA?N?xeHyeil l-deRV69jkcJS7_6dTf5pjXlmF?u4U1 ggyRRZaOXyUADT 1-0-q 4-1-14 7-0-0 11-3-7 15-5-2 19-6.14 23-8-9 28-0-0 30-10-2 35-0-0 $6� 10-0�—r 2-10-2 4-3-7 4-1-11 4-1-11 4-1-11 4-3-7 2-10-2 4-1-14 0-0 Scale=1:60.3 4.00 F12 5x6 = 3x8 = 5x8 MTi 8HS = 3 P6 4 27 28 529 30 31 6 732 33 34 5x6 = 8 35 9 N r` 1 2 N 16 6 19 36 is 17 37 16 3839 40 15 41 42 14 13 43 12 4x6 = 6x8 MTIBHS= 2x3 II 5xB MT18HS= 4x6 = 4-1-14 7.0-0 11-3-7 15-5-2 19-6.14 , 23-8-9 , 28-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 , BCLL 0.0 i' BCDL 10.0 I SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress incr NO Code FBC2017/TP12014 CSI. TC 0.54 BC 0.91 WB 0.38 Matrix -MS DEFL. in (loc) Udefl L/d Vert(LL) 0.90 15-16 >464 240 Vert(CT) -1.01 15-16 >417 240 Horz(CT) 0.21 10 n/a n/a PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 319 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-7-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2790/0-8-0, 10=2790/0-8-0 Max Horz 2=-78(LC 23) Max Uplift 2=-2054(LC 8), 10=-2054(LC 8) FORCES. (lb) I Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD - 2-3=-7798/5699, 3-4=-7466/5536, 4-5=-9927/7118, 5-7= 11214/7933, 7-8=-992617118, 8-9= 7466/5536, 9-10=-7799/5699 BOT CHORD 2-19= 5290/7345, 18-19=-6955/9927, 16-18=-7771/11213, 15-16=-7771/11213, 13-15= 7771/11214, 12-13= 6956/9926, 10-12=-5290/7345 WEBS 13-19� 1361/1988, 4-19=-2933/1823, 4-18=-481/974, 5-18=-1502/940, 5-16=-17/371, 7-15=-31/371, 7-13= 1504/939, 8-13=-481/974, 8-12= 2933/1823, 9-12= 1361/1988 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"ff) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 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 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=71 it; L=35ft eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 3x4 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 hes been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2054 lb uplift at joint 2 and 2054 lb uplift at joint 10. Michael S. Magid PE No.53881 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 12,2018 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10W12015 BEFORE USE. ' Design vaild forjuse only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual bullidirg 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, seeANSUWIi GualByC/tleda, DSB-09 and SCSI Building Component 6904 Parke East Blvd. Safety /ntonnaflotpva lable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 33610 i Job Truss Truss Type City Ply MANOR 71 ` T15321426 M11443 GRB HIP GIRDER 1 2 Job Reference (optional) Chambers truss, Inc., Fort Fierce, rL w a iv o. __ . _ _ _ I D:AJ iomcsggFaOsPzA?N?xeHyei l I-5q?tKVkMNca_cGCfCpKy4VIQI IPjmHw5g517YzyUADS NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 193 lb down and 316 lb up at 7-0-0, 111 lb down and 168 lb up at 9-0-12, 1116 down and 168 lb up at 11-0-12, 111 lb down and 168 lb up at 13-0-12, 111 lb down and 168 lb up at 15-0-12, 111 lb down and 168 lb up at 17-0-12, 111 lb down and 168 lb up at 17-11-4, 111 lb down and 168 lb up at 19-11-4, 111 lb down and 168 lb up at 21-11-4, 111 lb down and 168 lb up at 23-11-4, and 111 lb down and 168 lb up at 25-11-4, and 193 lb down and 316 lb up at 28-0-0 on top chord, and 402 lb down and 504 lb up at 7-0-0, 84 lb down and 32 lb up at 9-0-12, 84 lb down and 32 lb up at 11-0-12, 84 lb down and 32 lb up at 13-0-12, 84 lb down and 32 lb up at 15-0-12, 84 lb down and 32 lb up at 17-0-12, 84 lb down and 32 lb up at 17-11-4, 84 lb down and 32 lb up at 19-11-4, 84 lb down and 32 lb up at 21-11-4, 84 lb down and 32 lb up at 23-11-4, and 84 lb down and 32 lb up at 25-11-4, and 402 lb down and 504 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) iStandard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-9= 54, 9-11=-54, 20-23=-20 Concentrated Loads (lb) Vert: 3=-146(B) 9=-146(B) 19=-402(B) 4=-111(B) 18=-68(8) 13=-68(B) 8=-111(B) 12=-402(B) 26=-111(B) 27=-111(B) 29=-111(B) 30=-111(B) 31=-111(B) 32=-11 l (B) 34=-111(8) 35=-11 l (B) 36=-68(B) 37=-68(B) 38=-68(B) 39=-68(B) 40= 68(B) 41=-68(B) 42=-68(B) 43= 68(B) ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MITek,8 connectors. This design is based only upon parameters shown, and Is for o7 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 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcailon, storage, delivery, erection and bracing of trusses and truss systems, seeANSWI1 QualifyCrRedo, DS"9 and BCSI BuHdfng Component 6904 Parke East Blvd. Safety/nlormatiomvailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 i Job Truss Truss Type Qty Ply MANOR 71 T15321427 M 11443 it JACK -OPEN 8 1 Job Reference (optional) Chambers Truss,•Inc., Fort Pierce, FL -1-0-0 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Oct 12 11:34:41 2018 Page 1 1 D:AJiomcsggFaOsPzA?N?xeHyei 11-5q?tKVkMNca_cGCfCpKy4VIWSIdimMg5g517YzyUADS 3x4 = 1-0-0 m 0 0 N m 0 Scale = 1:6.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 7.0 , Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.01 Code FBC2017,rP12014 Matrix -MP Wind(LL) -0.00 5 >999 240 Weight: 5lb FT=20% LUMBER- i BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=9/Mechanical, 2=118/0-8-0, 4=0/Mechanical Max Harz 2=48(LC 12) Max Uplift 3= 4(LC 9), 2=-140(LC 12) Max Grav 3=1O(LC 17), 2=118(LC 1), 4=17(LC 12) FORCES. (lb) i Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15111; B=71ft; L=35ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 3 and 140 lb uplift at joint 2. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 12,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev, f0/0312015 BEFORE USE. Design valid for use only with MITek0 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 or design parameters and properly Incorporate this design Into the overall bullding 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, seeANSM11 QuaRlyCrCedd, DSB-89 and BCSI Bu6dingComponent 6904 Parke East Blvd. Safety ►nfolmationavailabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply MANOR 71 T15321428 M 11443 J3 JACK -OPEN 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Fri Oct 12 11:34:42 2018 Page 1 ID:AJiomcsggFaOsPzA?N?xeHyeil l-a1YFXrk_BwirDOnsmWrBdjrfTivYVp4Fvk2g5PyUADR -1-0-0 3-0-0 1-0-0 3-0-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.02 4-7 >999 240 TCDL 7.0 I Lumber DOL 1.25 BC 0.30 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 I Code FBC2017lTP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2z4 SP No.3 REACTIONS. (lb/size) 3=63/Mechanical, 2=172/0-8-0, 4=36/Mechanical Max Horz 2=85(LC 12) Max Uplift 3=-67(LC 12), 2= 207(LC 12), 4_ 51(LC 12) Max Grav 3=63(LC 1), 2=172(LC 1), 4=50(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. I Scale = 1:9.4 PLATES GRIP MT20 2441190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft B=71ft L=35ft; eave=5f; Cat. II; Exp C; Encll, GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interiof(1) 2-6-0 to 2-11-4 zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss hasIbeen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 3, 207 lb uplift at joint 2 and 51 lb uplift at joint 4. Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 12,2018 ® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE PAGE MII-7473 rev. 10/032015 BEFORE USE. ' Design valid forluse only with Milek0 connectors. This design Is based only upon parametersshown, and Is fot 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, seeANSI/I111I1 QualityClBeda, DSB-89 and BCS1 Build/ng Component 6904 Parke East Blvd. Safety/n/o1ma�lpvailable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply MANOR 71 T15321429 M11443 J5 JACK -OPEN 8 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Fri Oct 12 11:34:43 2018 Page 1 I D:AJiomcsggFaOsPzA?N?xeHyei 11-2D6dkBldvEgiraM2KDMQ9wOpe6EPEGKOSOn EdryUADQ 1-5.0.0 00-0-0 5-0-0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(I-Q 0.11 4-7 >522 240 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 nUa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=115/Mechanical, 2=242/0-8-0, 4=63/Mechanical Max Horz 2=123(LC 12) Max Uplift 3=-122(LC 12), 2= 278(LC 12), 4=-92(LC 12) Max Grav 3=115(LC 1), 2=242(LC 1), 4=87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale=1:12.7 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- - 1) Wind: ASCE 7 10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=71ft L=35ft; eave=5ft Cat. II; Exp C; End, GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 4-11-4 zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between) the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 lb uplift at joint 3, 278 lb uplift at joint 2 and 92 lb uplift at joint 4. millif Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 12,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE 111I1-7473 rev. 1010312015 BEFORE USE. Design voild for Use only with MITelia connectors. This design Is based only upon parameters shown, and Is for on hndlvtdual 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 WeW 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 tracing of trusses and truss systems, seeANs&7pl1 QualityCrllwla, DSB-89 and 8C51 Building Component 6904 Parke East Blvd. Saletylntofmallonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply MANOR 71 T15321430 M 11443 J7 JACK -OPEN 24 1 Job Reference (optional) unamoers truss, Inc., MR rlerce, rL 1-0-0 3x4 = 0. IOU J IVIGI 1 I— 10 1 Cn IIIUUJOICJ, a n,. 1 l i-- I t.- n I ¢uo I I D:AJiomcsggFaOsPzA? N?xeHyei 11-2D6dkBldvEgiraM2KDM 09wOnN6ESEGKO8OnEdryUADO Scale: 3/4"=1' LOADING (psf) i SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.47 Vert(LL) -0.09 4-7 >976 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.18 4-7 >451 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix -MP Wind(LL) 0.17 4-7 >497 240 Weight: 23lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=165/Mechanical, 2=315/0-8-0, 4=88/Mechanical Max Harz 2=161(LC 12) Max Uplift 3=-152(LC 12), 2=-210(LC 12), 4= 12(LC 12) Max Grav 3=165(LC 1), 2=315(LC 1), 4=124(LC 3) FORCES. (lb) IMax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=71ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 6-11-4 zone;C-C for members and. forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift at joint 3, 210 lb uplift at joint 2 and 12 lb uplift at joint 4. 1 Michael S. Magid PE No.63681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: October 12,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MO.7473 rev, 1010312015 BEFORE USE ' Design valid for use only with MITe',V 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, seeANSVMII Gaa/ByCr(leda, DSO-89 and BCSI Bugdhlg Component 6904 Parke East Blvd. Safety /ntonnaBonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply MANOR 71 � T15321431 M11443 KJ7 DIAGONAL HIP GIRDER 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL a.iau s mar 11 Zula Ivlr r eK industries, urc. rn vcr rz 1 j;o9; W Lu 10 —yu i I D:AJiomcsgg FaOsPzA?N?xeHyei 1 I-W Pg?yXmFgXyZTkxEuxtfi8w?ZVbGzd NXM2Xn91yUADP 1-5-0 5-6-11 9-10-1 1-5-0 5-6-11 4-3-6 Scale=1:21.2 N Io 3x4 = NAILED NAILED �^ NAILED a r 5-6-11 9-10-1 5-6-11 4-3-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.09 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.06 7-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 39lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-7-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=1 11 /Mechanical, 2=501/0-10-15, 5=362/Mechanical Max Horz 2=161(LC 21) Max Uplift 4=-117(LC 8), 2=-574(LC 8), 5=-443(LC 8) FORCES. Jib) -;Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1031/1087 BOT CHORD 2-7=-1148/99016-7=-1148/990 WEBS 13-7=-298/284, 3-6=-1044/1211 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=71ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl�, GCpj=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss haslbeen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 4, 574 lb uplift at joint 2 and 443 lb uplift at joint 5. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1 Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4= 54, 5-8= 20 ConcentratedlLoads (lb) Vert: 11— 3(F= 1, 6= 1) 12— 76(F=38, B— 38) 13= 7(F— 3, B=3) 14=20(1== 10, 6 10) 15— 69(F=34, B— 34) Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: October 12,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. " Design valid for use only with IvRTek(D connectors. This design Is based only upon parameters shown, and Is for an Individual building component, hot a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building designl Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent Is always required for stability and to prevent collapse wilh possible personal Injury and property damage. For general guidance regarding the fabricaillom storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII aualByCr9erla, DS8-89 and SCSI BuIlding Component 6904 Parke East Blvd. Safety Informatbmvallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 31 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-11,a' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. 'Plate location details available in MrTek20/20 sottwa►e 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. 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/TPII : -National Design -Specification -for -Metal - Plate Connected Wood Truss Construction, DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ff-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDSAND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS, PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mil-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane atioint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19°/a at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10, Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11, Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13, Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16, Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) -before use. Reviewing-pictures-olone- is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.