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Home My WebLink AboutTRUSSmm W1 0 MiTek' Lumber.destgh-val"ues are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Nn1'� cl-11- . RE: M11420 - MANOR Site Information: Customer Info: WYNNE DEVELOPMENT ProjE Lot/Block: X Subdi Address: UNKNOWN City: ST LUCIE COUNTY State: Name Address and License # of Structural En Name: Address: MiTek USA, Inc. 6904 Parke East Blvd. Name: M11420 Model Tampa, FL 33610 4115 ion: Model BY leer of Record, If there is one, for the building. License #: 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 15 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that Ilam 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# I Truss Name Date 1 T13944718 1 A 5/3/18 12 IT13944719 J Al _ _ 5/3/18 13 1 T13944720 1 A2 1 5/3/18 4 T13944721 1 A3 1 5/3/18 1 5 T13944722 1 A4 5/3/18 6 T13944723 1 A5 5/3/18 7 T13944724 1 A6 5/3/18 18 1 T13944725 1 A7 1 5/3/18 1 19 1 T13944726 1 BHA 1 5/3/18 1 10 1 T13944727 1 GRB 5/3/18 Ill IT13944728 J1 15/3/18 12 I T13944729 1 J3 _ 5/3/18 J 113 I T13944730 I J5 1 5/3/18 1 14 T13944731 J J7 5/3/18 115 1 T13944732 1 KJ7 1 5/3/18 1 ONTr%MCTOR COPY The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas 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., loads, 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 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 ANSI/TPI 1, Chapter 2. �%% �6 ,o O . S ..92�✓� 0 940 380 s , Jr XX . 0'. STATE OF .:�� ss'ON q1.1 �,,�. 1111111 Thomas A. Alban) PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 3,2018 Albani, Thomas 1 of 1 Truss M11420 Common MANOR T13944718 mbers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu May 3 09:38:38 2018 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-SxIBYjg3v816gPdfQnuQsyTf6dyFfaE3090Y2ZzKFIF 1-0•Q 6 4-8 7-4-q 11-11-4 13.0-Q 17-6.0 23-0-12 28-7-8 35-0-0 36-0-Q ii 0-0 6-4-8 11- 4-7-4 0-1 4-6-0 5-6-12 5.6-12 6.4-8 1-0-0 �1 d Scale = 1:69.3 4.00 12 44 = 3x4 = 2x3 11 3x6 = 3x4 = 3x6 = 3x4 = 3x4 = 6x8 = 7-4-0 7-4-0 13-0-0 5-8-0 20-0-12 7-0-12 27-1-B 7-0-12 3o-u-u 7-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.07 12-23 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.17 12-23 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.10 12-23 >999 240 Weight: 167lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-15 I REACTIONS. All bearings 0-8-0. (lb) - Max Horz 2_ 179(LC 10) 1 Max Uplift All uplift 100 lb or less at joint(s) 17 except 2=-186(LC 12), 15=-908(LC 12), 10= 469(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=265(LC 21), 17A51(LC 21), 15=1555(LC 1), 10=733(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-370/724, 5-6=-264/718, 6-7=-438/407, 7-9= 1286/872, 9-10=-1478/9671 BOT CHORD 12-14=-377/728, 10-12= 817/1378 I WEBS 5-15=-271/329, 6-15=-1213/791, 6-14= 41I 720, 7-14=612/535, 7-12=-358/626, 9-12=-340/347, 3-15=-530/448 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUIt=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eave=5fh Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Intedor(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) 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, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except Qt=lb) 2=186, 15=908, 10=469. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 3,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE Design vaild 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 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 -MiTeW 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/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 M11420 IA1 Common City 12 T13944719 mbers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu May 3 09:38:39 2018 Page ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-w7sZl3rhgS9zlZCr_UPfP90kn1 B40zuDFpm5bOzKFI r1-0-Q 8-4-0 11-11-4 12-11-p 17-6-0 22-1-0 2Q-0-12 26-10 1 35-0-0 36.0-Q �0 8-4-0 3-7-4 0-11-1 4-7-0 4-7-0 0-11-1 3-7-4 a-4-u-a-v �1 b Scale=1:59.5 17 .- 15 iv rc 3x6 _ 2x3 11 46 = 4x6 — 2x3 11 3x6 = 3x8 = 3x8 = 25-10-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.31 14-15 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.65 14-15 >645 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.68 Horz(CT) 0.13 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.35 14-15 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 4 TOP CHORD BOT CHORD 2x4 SP M 30 iBOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1424/0-8-0, 10=1424/0-8-0 Max Horz 2=179(LC 11) Max Uplift 2=-868(LC 12), 10=-868(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. I TOP CHORD 2-3=-3481/2332, 3-5=-2887/2019, 5-6� 2886/2123, 6-7=-2886/2123, 7-9=-2887/2019, 9-10=-3481/2332 BOT CHORD 2-17=-2074/3261, 15-17=-2074/3261, 14-1 5=-1 280/2118, 12-14= 2089/3261,1, 10-12= 2089/3261 WEBS 7-14=-253/310, 5-15=-253/310, 6-15=-644/985, 6-14=-644/985, 3-15=-677/504, 9-14— 677/504 PLATES GRIP MT20 244/190 Weight: 166 lb FT = 20% Structural wood sheathing directly applied or 3-1-5 oc puffins. Rigid ceiling directly applied or 4-9-5 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--I.2psf; BCDL=3.Opsf; h=15111; B=45ft L=35ft; eave=511; 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 $ MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = IO.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 2=868, 10=868. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 70 lb up at 15-0-0, and 75 lb down and 70lb up at 20-0-0 on top chord. The design(selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back,(B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-54, 6-11= 54, 18-21=-20 Concentrated Loads (lb) Vert: 26= 75(F) 27= 75(F) 1 'o Io Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 3,2018 ® WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MO-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with tvaiek® 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 tabdcallon, storage, delivery• erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Qty I Ply I MANOR M11420 J A2 I Roof Special T13944720 nc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu May 3 09:38:40 2018 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-OJQxzPsJQIHgvin2YCxuxNYyBQUG7N8MUTVf7SzI r1-0-0 6-5-14 11-0-4 11-11-15 17-6-0 21-4-8 27-9-6 35-0-0 $6-0-Q 1-0-0 6-5-14 4-6-6 0-11.1 5-6'-1 3-10 8 6-4-14 7-2-10 0-0 23 2 46 4 3x4 3 46 24 I 5 15 257y \ 3x6 8 3x4 C 9 26 10 6 11 co 1 16 7x8MT18HS= 14 jm 6 2x3 11 'I 4x8 13 12 3x12 = 2.00 12 i 5x8 = 2x3 11 3x6 = 6.0-0 6- - 4 11.0-4 17.6.0 21-4-8 27-9-6 35-0-0 6 0-0 0- - 3 4-6-6 6-5-12 3-10 8 6-4-14 7-2-10 Plate Offsets (X Y)-- f2:0-1-15 Edge], f4:0-3-0'Edge1[10:0-0-6,Edge],f13:0-2-4,0-2-81 I LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.57 15 >743 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.05 15-16 >401 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.41 10 rVa n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS j Wind(LL) 0.78 15 >536 240 Weight: 166 lb FT = 20% LUMBER- i BRACING - TOP CHORD 2x4 SP M 30 iTOP CHORD BOT CHORD 2x4 SP M 30 IBOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 2=1349/0-8-0, 10=1349/0-8-0 I Max Horz 2=179(LC 11) Max Uplift 2=-825(LC 12), 10=-825(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. I TOP CHORD 2-3=-5765/3660, 3-5=-5280/3401, 5-6=-2375/1651, 6-7=-2355/1670, 7-9=-2572/1756, 9-10=-3356/2175 BOT CHORD 2-16=-3383/5481, 15-16— 3391/5492, 14-15= 2990/4930, 13-14=-1454/2426, 12-13=-1952/3150, 10-12=-1952/3150 WEBS 3-15=-517/342, 5-15=-1066/1889, 5-14=-2958/1935, 6-14= 749/1199, 7-14= 370/282, 9-13=-825/574, 9-12=0/299 Structural wood sheathing directly applied or 2-8-10 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 5-14 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--1.2psf; BCDL=3.Opsf; h=15ft; B=45f; 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, 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a, rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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 Qt=lb) 2=825, 10=825. Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 3,2018 ® WARNING. Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111I1-7473 rev. 10/0"015 BEFORE USE Design valid for use only with MITek® connectors. ibis 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 p�� .. '®Mf -Te W 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/TPII Quality Criterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Truss M11420 IA3 IHip T13944721 6 ers Truss, Inc., Fort Pierce, FL B.130 s Mar 11 2018 MiTek Industries, Inc. Thu May 3 09:38:41 2018 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-sW_JAltxB3PhXsLE6vS7Ua571ggOsrJVi6FCfuzKFIC r1-0-p 6-3-14 11-0-4 11-7-15 17-0-0 18-0-Q 21-4-8 27-9-6 35-0-0 36-0-Q 0• 6-3-14 4-8-6 0-7- 1 5-4-11 0- 3-4-8 6-4-14 7-2-10 i-0-0 IScale = 1:62.6 rsx5 = 14 13 I' 3x4 zz 5x8 = 2x3 II 3x6 3x12 = 2.00 12 6- -14 11-0-4 17-0-0 8-0- 21-4-8 27.9.6 35-0-0 6-0-0 0- 3 4-8-6 5-11-12 -0- 3 4-8 6 4-14 7-2-10 Plate Offsets (XY)-- [2:0-1-15 Edge][4:0-3-0 Edgel f11:0-0-6 Edge], f14:0-2-4 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. 'I DEFL. in (loc) . I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.56 17 >745 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -1.06 16-17 >396 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.41 - 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wlnd(LL) 0.78 17 >538 240 Weight: 173lb FT=20% LUMBER- BRACING - I TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-8-11 oc purlins. BOT CHORD 2x4 SP M 30 I BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 .WEBS 1 Row at midpt 5-16 OTHERS 2x4 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) 1 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5767/3803, 3-5=-5289/3602, 5-6=-2421/1761, 6-7— 2262/1731, 7-8— 2401/1785, 8-10=-2569/1849, 10-11= 3358/2259 BOT CHORD 2-18=-3538/5482, 17-18=-3549/5498, 16-17=-3194/4939, 15-16= 1324/2238, ,I 14-15=-1546/2427, 13-14=-2045/3152, 11-13=-2045/3152 WEBS 3-17=-508/336, 5-17=-114111908, 5-16=-2938/2044, 6-16=-365/618, 7-15=-499/604, 8-15=-335/287, 10-14=-827/576, 10-13=0/300 NOTES- 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=45ft; 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 17-0-0, Exterior(2) 17-0-0 to 18-0-0, Interior(1) 22-11-6 to 36-0-0 zone;C-C for members and forces 8r 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 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=825, 11=825. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 3,2018 ® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED M?EX REFERANCE PAGE 11111-7473 rev. 10/0312015 BEFORE USE ' Design valid for use only with MlTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a IRISS 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 , n�� O. T prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the kY@ ie,k• fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/7PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply MANOR T13944722 M11420 A4 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MITek Industries, Inc. Thu May 3 09:38:42 2018 F ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-KiYiN5tZyNXY90wQfdzMOoeGIEBebJifxm_mBI t1-0-Q 7-11-14 1 11-0.4 15.0-0 20-0-0 21-4-8 27-9.6 , 35.0-0 36.0-Q 3.0-6 3-11-12 5-0.0 1-4-8 6-4-14 7-2-10 -0-0 21 d Scale = 1:62.6 4.00 FIT 45 = 4x8 = 2x3 II 2x3 II 13 12 � Sx8 = 2x3 I I 3x6 = 3x12 = 2.00 12 ! 20-0-0 _m m 6 �Im o LOADING (psf) SPACING- 2-0-0 CSI. i DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 1 Vert(LL) -0.51 16 >818 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.95 16 >442 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(CT) 0.37 10 n/a rVa BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.70 16 >597 240 Weight: 166Ito FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-7 oc pudIns. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-8-4 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-15 REACTIONS. (lb/size) 2=1349/0-8-0, 10=1349/0-8-0 Max Harz 2=-155(LC 10) l Max Uplift 2=-825(LC 12), 10=-825(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4= 5727/4026, 4-5=-5210/3802, 5-6=-2939/2239, 6-7=-2792/2190, 7-8=-2470/1993, 8-9=-2542/1930, 9-10_ 3354/2403 i, BOT CHORD 2-17=-3740/5444, 16-17=-3747/5447, 15-16= 3340/4846, 14-15=-1599/2391, 13-14=-1624/2401, 12-13=-2182/3130, 10-12= 2182/3147 WEBS 4-16=539/357, 6-15=-424/680, 7-15=-422/697, 9-13=-861/647, 9-12=01306, 5-16=-1279/1924, 5-15� 2430/1787 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=45ft; L=35ft eave=5ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (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, Intedor(1) 24-11-6 to 36-0-0 zone;C-C for members and forces & MW FRS for reaction's 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 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSIfFPI 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) 2=825, 10=825. Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 3,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MII.7473 rev. 101032015 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing n�� •:MITek• prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plale Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply MANOR • T13944723 M11420 A5 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu May 3 09:3B:43 2018 Page 1 I D:_kfiGCA6bx7j2Sy 1 HDXFw7ye3KX-ou64bRuBjgfPnAVd D KUbZ?ASJeW bKneoAQkJknzKFIA r1-0-Q 6-11-14 11-0-4 13.0-0 17-6-0 22-0-0 27-9-6 _ %0-0 96-0-0 -0- 6-11-14 4-0-6 1-11-12 4-6-0 4-6-0 5-9-6 7-2-10 y-o-d c�1 6 3x12 = 2.00 12 i 6-0-0 601-14 11-0.4 13-0-0_,21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.52 14-15 >813 360 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.96 14-15 >438 240 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.37 9 nfa n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.71 14-15 >588 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 - BOT CHORD WEBS 2x4 SP No.3 I REACTIONS. (lb/size) 2=1349/0-8-0, 9=1349J0-8-0 Max Horz 2=-136(LC 10) Max Uplift 2= 825(LC 12), 9=-825(LC 12) I FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5766/4136, 3-4=-5219/3848, 4-5= 3738/2794, 5-6=-3580/2701, 6-7=-2472/1983, 7-8_ 2580/1976, 8-9=-3350/2455 BOT CHORD 2-15=-3854/5481, 14-15=-3864/5491, 13-14=-3392/4858, 12-13=-2113/3091,' 11-12= 2233/3144, 9-11=-2233/3144 WEBS 5-13= 727/1023, 6-13=-373/694, 6-12=-889/704, 7-12=-345/556, 8-12=-810/649, 8-11=0/284, 4-14=-1284/1813, 4-13=-1981/1559, 3-14=-538/374 Scale=1:61.5 t2 r; I� 0 16 6 3x6 = PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 163 lb FT = 20% Structural wood sheathing directly applied or 2-8-5 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: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf;. h=15ft B=45ft; 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, Intedor(1) 2-6-0 to 13-0-0, Extedor(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 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) 2 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 100 lb uplift at joint(s) except Qt=lb) 2=82519=825. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 3,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MTI EK REFERANCE PAGE M1F7473 rev. 101032015 BEFORE USE Design valid for use only with MITek9 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 bracing9d91'1�'�° {�,� T 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/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply MANOR T13944724 M11420 A6 Hip 1 1 Job Reference o floral Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu May 3 09:38:44 2018 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-G4fSonvgU_nGOK4pn2?g6Djd72rp3DWyP4TsGDzKFl9 t1.0-Q 5- 11-0-0 11-0-0 16-2.4 21-4-B 24-0-0 , 29.1-2 , 35.0.0 36-0-q 0- 5-11-14 5-0-2 5-2-4 5-2-4 2-7-8 5-1-2 5-10-14 0 0 Scale = 1:61.5 2x3 11 4x8 13 12 11 5x8 MT18HS = 3x4 = 2x3 11 3x6 — 4x10 = 2.00[12 5-1-2 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 IncrS Code FBC2017/TP120 4 CSI. TC 0.61 BC 0.98 Matrix-MS DEFL. in (loc) I/deft Ud Vert(LL) -0.62 15 >682 360 Vert(CT) -1.14 14-15 >368 240 ( �, Wind(LL) 0.86 15 > 91 240 PLATES MT20 MT18HS Weight: 162lb GRIP 244/190 244/190 FT=20% LUMBER- I BRACING - TOP CHORD 2x4 SP M 30 1 TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 ,1 REACTIONS. (lb/size) 2=1349/0-8-0, 9=1349/0-8-0 i Max Horz 2=117(LC 11) Max Uplift 2= 825(LC 12), 9— 825(LC 12) I FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5783/4248, 3-4=-5245/3641, 4-5=-4059/3075, 5-6=-4059/3075, 6-7=-2792/2215, 7-8=-2957/2251, 8-9— 3381/2531 1 BOT CHORD 2-16= 3967/5498, 15-16=-3982/5514, 14-15= 3489/5042, 13-14=-1954/2821, 12-13= 1940/2792, 11-12= 2319/3179, 9-11= 2319/3179 1 - WEBS 3-15=-535/494,4-14=-1038/741,5-14= 411/420,6-14=-1056/1510,6-13=-637/537, 7-12= 318/512, 8-12= 484/418, 4-15� 1254/1884 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; 8=45ft; L=3511; eave=5ft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterar(2) -1-0-0 to 2-6-0, Intedor(1) 2-6-0 to 11-0-0, Extedor(2) 11-0-0 to 29-1-2, Interior(1) 29-1-2 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 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Jolnt(s) except Qt=lb) 2=825, 9=825. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 3,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED mrTEK REFERANCE PAGE M11.7478 rev. 1010=015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown. and Is for an"Indvidual building component not � a IfrlsS 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 ? �i'�,k� Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB=89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply MANOR T13944725 M11420 A7 Hip 1 1 Job Reference (optional) unamoers I n1S5, mu., run r,erce, rL o. — o 1 i 1 . oy _ ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-IHDgO6wSFlv7OUf?LIW3eQGmNRAoodP5dkDQofzKF18 �1-0-q 4-11-14 , 9-0-0 11-0.4 15-2-4 16-2-¢ 21-4-8 26.0.0 29.6-0 , 35-0-0 36-0-0 0- 4.11-14 4-0-2 2-0-4 4-2-0 0 5-2-2 4-7-8 3-fi-0 5-6-0 i-O-U 2x3 26 3 25 dIi 2 17 16 - 6 18 2x3 I I i s' 2x3 11 7xl0 MT18HS = 4x4 = 14 13 5x8 = 3x4 = 3x12 = 2.00 12 li I I 4-11-14 9-0-0 11-0.4 16-2-6 I 21-4-8 26-0-0 Scale = 1:61.4 4x5 = 0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.77 15-16 >542 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -1.44 15-16 >291 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.48 11 n/a rVa BCDL 10.0 Code FBC2017/TP12014 Matrix -MS I Wind(LL) 1.0715-16 >392 240 Weight: 158lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 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 OTHERS 2x4 SP No.3 I REACTIONS. (lb/size) 2=1349/0-8-0, 11=1349/0-8-0 Max Harz 2=-97(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 2-3-5659/4099, 3-4=-5612/4174, 4-5=-7315/5343, 5-6=-7315/5343, 6-8= 5252/3884, 8-9=-3582/2744, 9-10=-3067/2304, 10-11=-3401/2620 BOT CHORD 2-18=-3820/5373, 17-18=-3849/5401, 16-17=-3833/5392, 15-16=-3702/5327, 14-15=-2509/3593, 13-14=-2003/2890, 11-13=-2402/3206 WEBS 6-16=-1506/2128, 6-15-853/705, 8-15=-1276/1854, 8-14=-975/807, 9-14=-687/920, 9-13=-150/380, 10-13=-370/449, 4-16= 1721/2449 , 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=45ft; 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 9-0-0, Exterior(2) 9-0-0 to 30-11-6, Interior(1) 30-11-6 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 alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 2=825, 11=825. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 3,2018 I A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERA14CE PAGE 11111-7473 rev. 10103,2015 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 bullding 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`YM9�'t�i�• n��T T 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/TP11 Quality Criteria, OSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Qty, Ply MANOR T13944726 M11420 BHA Common Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu May 3 09:38:47 2018 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-hfLbRoxinv9gFnpOSAZXjrL5jFz7GbjO52iWtYzKFl6 13-0-03-6-0 23.6.0 25-10-2 r1.0.q 4.11.13 7.0-0 i 9-1-14 9,6,0 11-6-0 12.0,0 13r3,15 15-6-0 17-6-0 19.6-0 i 21.6.0 22.Or0 25.6.0 i 2B-0.0 30.0-3 35-0: 36-01 '1-0.0' 4-11.13 2-0.3 ' 2-1-14 W4 2 2-0-0 as- o- - 2-0-0 2-0.0 2-0.0 2-0-0 6 1.6-0 2-0.0 4 2 2.1.14 2-03 4-11-13 1-0.0 1-0-00-2-1 Scale = 1:62.6 4x4 — TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM, OR PROPERLY CONNECTED 4.00 F172 PURLINS AS SPECIFIED. 34 -- -- -- 32 .. 31 -- 30 -- — — 28 3x4 =NAILED 3x6 = NAILED NAILED NAILED 4x5 = NAILED NAILED 3x8 = 3x6 = 3x4 = NAILED 6x8 = NAILED 3x6 = Special IT1TR��7 i 1.11.12 7-0-0 2-0-3--88-0-01--51--14 22-100--02 13-00-0 47--66.I I 24..60-.00 2.-77--2 .0 1011 35-0-0 0 12 44-11 i 6.1.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (too) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.13 28-30 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.28 28-30 >951 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.69 Horz(CT) 0.04 26 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.19 28-30 >999 240 PLATES GRIP MT20 244/190 Weight: 216lb Fr=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins. SOT CHORD 2x4 SP M 30 I Except: WEBS 2x4 SP No.3 2 Rows at 1/3 pis 12-24 BOT CHORD Rigid ceiling directly applied or 5-8-12 oc bracing. WEBS 1 Row at midpt 14-32 JOINTS 1 Brace at Jt(s): 8, 16, 18, 20, 23,12 REACTIONS. All bearings 0-8-0 (lb) - Max Harz 2=-179(LC 6) I Max Uplift All uplift 100 lb or less at joint(s) except 2=-254(LC 25), 32=-1008(11C 8), 26=-770(LC 8), 34=-350(LC 8) 1 Max Grav All reactions 250 Ib or less at joints) except 2=256(LC 13), 32=1990(LC 1), 26=1259(LC 1), 34=569(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4= 439/190, 4-6=-409/211, 6-9=-405/246, 9-11=-426/307, 11-13— 403/328, 24-25=-3095/1766,25-26=-3188/1833,3-5=-151/602,5-7= 151/602,7-8� 151/602, 8-10=-738/1719, 10-12=-738/1719, 12-14=-738/1719, 14-15=-1839/1122, 15-17=-1839/1122, 17-19=-1839/1122, 19-21_ 2539/1572, 21-22=-2539/1572, 22-24=-2539/1572, 2-3=-204/444, 13-16=-400/327, 16-18= 423/306, 18-20— 400/245, 20-23= 405/209, 23-24— 437/188 BOT CHORD 2-34=-355/254, 32-34=-1345/766, 31-32=-170/611, 30-31 =-1 70/611, 28-30= 1094/2213, 26-28=-1650/3001 WEBS 8-34— 633/1205, 8-32= 741/526, 14-32= 2211/1058, 14-31= 11/352, 14-30=-1045/1811, 19-30=-560/476, 19-28=-486/816, 24-28=-78/443, 3-34=-740/570 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=45ft; L=35fh eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); 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) Provide adequate drainage to prevent water ponding. 5) All plates are 2x3 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. Thomas A. Albani PE No.39380 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 MiTek USA, Inc. FL Cert 6634 will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 254 lb uplift at joint 2,1008 lb uplift at $904 Parke East Blvd. Tampa FL 33610 j joint 32, 770 lb uplift at joint 26 and 350 lb uplift at joint 34. 1 Date: 10) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. May 3,2018 'A WARNING - Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 10/03/2015 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 p,�•�• i �''•�k` 'I 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 frusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. ,Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply MANOR T13944726 M11420 BHA Common Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu May 3 09:38:47 2018 Page 2 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-hfLbRoxinv9gFnpOSAZXjrL5jFz7GbjO52iWtYzKFl6 NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 258 lb down and 331 lb up at 7-0-0, and 258 lb down and 331 lb up at 27-11-4 on top chord, and 386 lb down and 247 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 3-13=-54, 24-27=-54, 35-38=-20, 1-3-54, 13-24=-54 Concentrated Loads (lb) Vert: 30=-63(F) 28-386(F) 41-161(F) 42=-63(F) 43-63(F) 44=-63(F) 45=-63(F) 46-63(F) 47=-63(F) 48=-63(F) 49=-63(F) 50=-161(F) l i ® WARNING- Verl/ydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. I&V12015 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 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 n� ��v Aftif iT Is always required for stabllliy 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312 Alexandria. VA 22314. _ Tampa, FL 33610 Job Truss Truss Type Qty Ply MANOR T13944727 M11420 GRB HIP GIRDER 1 1 Job Reference (optional) Grlami)ers I runs, Inc., ton tierce, t-L d.13u s rviar ii zv1 n Pill i etc muusmes, inc. i nu ividy c va:oa:va cu, o rayu , ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-d2TLrUzyJWPYV5zmabb?oGQQd3a?kQOhYMBdxQzKFl4 111-0.0 3-10-14 7-0-0 13-8-0 16-6-11 17-6 Q 21-4-0 22-9-0 28-0-0 31-1.2 35-0-0 'v6-0-p 0 3-10.14 3-1-2 6-8-0 2-10-11 -11- 3-10-0 1-5-0 5-3-0 3-1-2 3-10-14 0.0 Scale=1:60.3 NAILED Special NAILED NAILED NAILED NAILED NAILED Special 4.00 12 4x8 = 3X10 = �, Sx8 wB= 3x5 II 5x8 = NAILED NAILED NAILED NAILED 4 26 27 28529 30'1 31 6 32 733 34 35 36 8 " POP— 19 3x5 = 24 II i8 37 38 17 39 16 40 li 41 42 3x4 = NAILED 4x6 = 3x4 = NAILED Special NAILED NAILED NAILED NAILED I , i 43 15 44 14 45 46 13 NAILED 6x10 = 3x6 = NAILED 3x4 = NAILED NAILED Special 12 2x3 11 3x4 = 3-10-14 7-016-6-11 21-4-0 24-B-0 28-0-0 31-1-2 35-0.0 3-10-14 3 1-2 6-8-0 2-10-11 4-9-5 3-4-0 3-1-2 3-10-14 Plate Offsets (X Y)-- f2:0-1-2 Edgel t4:0-5-4 0-2-41 (5:0-3-8 0-1-8] f6:0-4-O,Edge], t8:0'-5-4,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.37 16-18 >695 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.38 16-18 >669 240 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.10 10 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix -MS Weight: 166lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 `Except' TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc puffins. 6-8: 2x4 SP M 31 CBOT CHORD Rigid ceiling directly applied or 4-6-0 oc bracing. BOT CHORD 2x4 SP M 30 WEBS 1 Row at midpt 5-15, 8-15 WEBS 2x4 SP No.3'Except' 5-15: 2x4 SP M 30 OTHERS 2x4 SP No.3 I REACTIONS. (lb/size) 2=1337/0-8-0, 15=3722/0-8-0, 10=522/0-8-0 Max Horz 2=-78(LC 6) Max Uplift 2= 1178(LC 8), 15=-2731(LC 8), 10— 311(LC 8) I Max Grav 2=1343(LC 17), 15=3722(LC 1), 10=534(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3456/2833, 3-4=-3294/2597, 4-5=-2702/2220, 5-7=-1387/1891, 7-8_ 1387/1891, 8-9=-807/281, 9-1 0=-1 090/466 BOT CHORD 2-19=-2609/3254, 18-19= 2609/3254, 16-18= 2365/3160, 15-16=-2058/2702, i 13-15=-180/772,12-13— 365/1014,10-12=-365/1014 WEBS 3-18= 282/498, 4-18=-432/694, 4-16= 505/327, 5-16= 321/736, 5 15=-4770/3775, 7-15=-946/855, 8-15=-2737/1803, 8-13= 237/686, 9-13= 386/330 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--12psf; BCDL=3.Opsf; 0=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); porch left exposed; 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 1178 lb uplift at joint 2, 2731 lb uplift at joint 15 and 311 lb uplift at joint 10. 7) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 208 lb down and 319 lb up at 7-0-0, and 208 lb down and 319 lb up at 28-0-0 on top chord, and 386 lb down and 166 lb up at 7-0-0, and 386 lb down and 247 lb up at 27-11-4 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). Thomas A. Albani PE No.39380 LOAD CASE(S) Standard MiTek USA, Inc. FL Cert 6634 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 6904 Parke East Blvd. Tampa FL 33610 Date: I n May 3,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. 1010312015 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 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 `Mffek' 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/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply MANOR T13944727 M11420 GRB HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu May 3 09:38:49 2018 Page 2 I D:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-d2TLrUzyJ W PYV5zmabb?oGQQd3a?kQOhYMBdxQzKFl4 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-54, 4-8= 54, 8-11=-54, 20-23= 20 Concentrated Loads (Ib) Vert: 4= 161(B) 6=-116(B) 8= 161(B) 18=-386(B) 13= 386(B) 26=-116(B) 27= 116(B) 28=-116(B) 30=-116(B) 31=-116(B) 32=-116(B) 34=-116(B) 35=-116(B) 36=-116(B) 37=-63(B) 38=-63(B) 39=-63(B)40=-63(B) 41=-63(B)42=-63(B) 43=-63(B)44=-63(B) 45=-63(B)46=-63(B) I I I ® WARNING - Verlfy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1-7473 rev. 10/032015 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 in= system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ��' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSt/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply MANOR T13944728 M11420 J1 Jack -Open 8 1 Job Reference (optional) -Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu May 3 09:38:50 2018 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-5E1j3q_a4gXP6FXz716ELUzIRS7DT5EgnOwBUtzKFl3 -1-0-0 -- 1-0-0 1-0-0 1-0-0 Scale = 1:6.1 3x4 = 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 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 Inc YES WB 0.00 Horz(CT) 0.00 4 n/a nla BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) -0.00 5 >999 240 Weight: 5lb FT=20% LUMBER- 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 Horz 2=48(LC 12) Max Uplift 3= 4(LC 9), 2= 140(LC 12) Max Grav 3=1 O(LC 17), 2=118(LC 1), 4=17(LC 12) FORCES. (lb) -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=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 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 4 lb uplift at joint 3 and 140 lb uplift at joint 2. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 3,2018 0 WARNING - Veritydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO.7473 rev. 10/032015 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 WiTeW 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply MANOR T13944729 M11420 J3 Jack -Open 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 6.13u s mar 11 2ul is Mi Tek industries, inc. Thu May 3 09:38:50 zui a rage i ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-5Eij3q_a4gXP6FXz7l6ELUzIOS5dT5EgnOwBUtzKFI3 -1-0.0 3-0-0 100 300 Scale = 1:9.4 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 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 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.01 4-7 >999 240 Weight:11 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=63/Mechanical, 2=172/0-8-0, 4=36/Mechanical Max Harz 2=85(LC 12) Max Uplift 3_ 54(LC 12), 2=-146(LC 12), 4=-4(1-13 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. 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: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.dpsf; h=15ft B=45ft; L=24ft; eave=4ft Cat. II; Exp C; Encl., GCpi=0.1S; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 54 to uplift at joint 3, 146 lb uplift at joint 2 and 4 Ib uplift at joint 4. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 3,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Me-7473 rev. 10/03,2015 BEFORE USE. Design valid for use only wlih MITekO connectors. TNs 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 nits 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 n�� 'M119 W 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, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Nexandila. VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply MANOR T13944730 M11420 J5 Jack -Open 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu May 3 09:38:51 2018 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-ZRa5GA_Dr8fGkP69hOdTuhVnrslKCYT_oggkoJzKFl2 1.0-0 5-0-0 1-0 0 5-0.0 Scale = 1:12.7 3x4 = 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 , Vert(LL) -0.03 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.06 4-7 >977 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.07 4-7 >904 240 Weight: 17lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD I Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=114/Mechanical, 2=242/0-8-0, 4=63/Mechanical Max Horz 2=123(LC 12) Max Uplift 3=-104(LC 12), 2=-177(LC 12), 4=-9(LC 12) Max Grav 3=114(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. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 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 104 lb uplift at joint 3, 177lb uplift at joint 2 and 9 lb uplift at joint 4. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 3,2018 Q WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MR-7473 rev. 1010312015 BEFORE USE. Design valld 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 �� ffek` 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/TPII Quality Criteria, DSB-89 and BCSI Bullding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply MANOR T13944731 M11420 J7 Jack -Open 24 1 ' Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu May 3 09:38:51 2018 Page 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-ZRa5GA_Df6fGkP69hOdTuWrfSDECYT_OggkOJzKFl2 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.10 4-7 >857 360 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.21 4-7 >388 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.18 4-7 >469 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=170/Mechanical, 2=315/0-8-0, 4=83/Mechanical Max Harz 2=161(LC 12) Max Uplift 3=-156(LC 12), 2=-210(LC 12), 4=-9(LC 12) Max Grav 3=170(LC 1), 2=315(LC 1), 4=120(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale: 3/4°=1' PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vuit=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B--45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 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 156 lb uplift at joint 3, 210 lb uplift at joint 2 and 9 Ib uplift at joint 4. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33810 Date: May 3,2018 A WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE U11-7473 rev. 10103,2015 BEFORE USE. Design valid for use only with MITek9 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a Ir uss system. Before use, the bullding 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 p�� T 1, . YVi� l�'ic' 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/TP1I Quality Criteria, DSB-89 and SCSI Bullding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply MANOR T13944732 M11420 KJ7 Diagonal Hip Girder 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MITeK Industries, Inc. Thu May 3 09::i8:52 2018 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-1 dBUUW?rcRn7MYhLFj8iOv24WGkDxvr7EKPHYIzKFl1 5-3-15 9-10-1 1-5-0 - II 3x4 — NAILED NAILED NAILED Scale=1:21.2 N Io 5-3-15 i 1 4.5-6 0-6112 LOADING (psf) SPACING- 2-0-0 CSI. i DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.05 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.07 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 40lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=1 21 /Mechanical, 2=501/0-10-15, 5=352/Mechanical Max Harz 2=160(LC 8) Max Uplift 4=-115(LC 8), 2=-365(LC 8), 5= 190(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1067/585 BOT CHORD 2-7=-660/1026, 6-7=-660/1026 WEBS 3-7= 37/280, 3-6=-1073/690 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins. BOT CHORD Rigid ceiling directly applied or 9-0-2 oc bracing. i NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpj=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 lb uplift at joint 4, 365 lb uplift at joint 2 and 190 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) 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'(Ib) Vert: 11=-3(F= 1, B=-1) 12=-76(1` -38, B= 38) 13=-7(F=-3, B=-3) 14=-20(F=-10, B= 10) 15= 69(F= 34, B— 34) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 3,2018 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 101012015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an'lndlvtdual building component, not �' a lrrrss 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 WiTek' 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/TPI I Quality Criteria, DSB ;69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Symbols Numbering System � A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/1 dr S For 4 x 2 orientation, locate plates 0-11ia" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MTek 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 fo 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. DSB-89: Design Standard for Bracing, BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses, 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 _- ER-3907,-ESR=23621-ESR-13971 ESR-3282 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 p bracing should be considered. O 3. Never exceed the design loading shown and never = stack materials on inadequately braced trusses. U 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is -the - _ --- responsibility of -truss fabricator. General practice is to camber for dead load deflection. 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 = f1111111111110 W1 0 MiTek e MiTek Engineering Reference Sheet: Mll-7473 rev, 10/03/2015 11. Plate type, s1ve, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20, Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.