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TRUSS
MiTek' Lumber design Gafuc-s are in accordance with ANSI/TPI 1 section 6.3 SCfkNrjLU These truss designs rely on lumber values established by others. %y ea�tvl:�� RE: M11420 - MANOR Site Information: Customer Info: WYNNE DEVELOPMENT Lot/Block: Address: UNKNOWN City: ST LUCIE COUNTY Project Name: M11420 Model: Subdivision: State: FL MiTek USA, Inc. _-- 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: 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 15 individual, dated Truss Design Drawings and 0 Additional. Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61Gil 5-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 1 T13944718 1 A 5/3/18 12 I T13944719 I Al _ 1 5/3/18 13 1 T13944720 1 A2 1 5/3/18 14 T13944721 I A3 1 5/3/18 5 T13944722 1 A4 5/3/18 6 T13944723 A5 5/3/18 7 T13944724 A6 5/3/18 18 1 T13944725 1 A7 1 5/3/18 19 1 T13944726 1 BHA 1 5/3/18 110 1 T13944727 1 GRB 5/3/18 Ill I T139447281 A 1 5/3/18 1 112 I T13944729 I J3 5/3/18 f 113 I T13944730 I J5 1 5/3/18 14 T13944731 JJ17 15/3/18 1 115 1 T13944732 1 KJ7 1 5/3/18 FILE 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: Alban!, 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 jurisdictions) 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. • o 9380 o * o TAT E OF : 4U �ONALE ��o ����IIIIIIft11�1 Thomas A. Alban] PE No.39380 MITek USA, Inc. R Cent 6634 69M Parke East Blvd. Tampa FL 33610 Date: May 3,2018 Albani, Thomas 1 of 1 Job Truss Truss Type Qty Ply MANOR ' T13944718 M1°1420 A Common 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu May 3 09:38:38 2018 Page 1 I D:_kfiGCA6bx7j2Sy1 H DXFw7ye3KX-Sxl BYjg3v816g PdfQnuQsyTf6dyFfaE3090Y2ZzKFl F 1-0- 6-4-8 7-4- 11-11-4 3-0- 17-6-0 23-0-12 28-7-8 35-0-0 6-0- 1-0 00 6-4-8 -11- 4-7-4 -0-1 4-6-0 5-6-12 5-6-12 6-4-8 1-0-0 C1 6 Scale = 1:69.3 4.00 12 4x4 = 3x4 = 2x3 11 3x6 = 3x4 = 3x6 = 3x4 = 3x4 = 6x8 = 7-4-0 13-0-0 20-0-12 27-1-8 7-4-0 5-8-0 7-0-12 7-0-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.07 12-23 >999 360 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 FBC2017fFP12014 Matrix -MS Wind(LL) 0.10 12-23 >999 240 PLATES GRIP MT20 244/190 Weight: 167 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-15 REACTIONS. All bearings 0-8-0. (lb) - Max Horz 2= 179(LC 10) 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), 17=351(LC 21), 15=1555(LC 1), 10=733(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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=.14781967 BOT CHORD 12-14=-377/728, 10-12=-817/1378 WEBS 5-15= 271/329, 6-15= 1213/791, 6-14=-417/720, 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; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=35ft; eave=5fh 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) 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 - Verily 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 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 NOW 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 T13944719 M91420 Al Common 12 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL .1-0-0 8-4-0 6 3x6 = ts.1311 s Mar i 1 zui a mr r ek ,nuubu,eb, ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-w7sZ13rhgS92 11- 17-6-0 22-1-0 2 -0-1 26-8.0 1-1 4-7-0 4-7-0 0-11-1 4.00 F12 4x5 = 17 '- 15 -- -' 14 12 2x3 11 4x6 = 3xB = 4x6 = 2x3 I I 3x8 = 1-0 17-6-0 22-1-0 25-10-2 -9 4-7-0 4-7-0 3-9-2 uu may o 09.38.3a 2010 rage , 1PfP90kn1B40zuDFpm5bOzKFIE Scale=1:59.5 3x6 = 1 t2 id) 6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017ITP12014 CSI. TC 0.72 BC 0.76 WB 0.68 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/dell Ud -0.31 14-15 >999 360 -0.65 14-15 >645 240 0.13 10 n/a n/a 0.35 14-15 >999 240 PLATES GRIP MT20 244/190 Weight: 166lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-5 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-9-5 oc bracing. 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 (Ib) or less except when shown. 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, 14-15=-1280/2118, 12-14=-2089/3261, 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 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--15ft; 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 & MWFRS 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 20.0psf 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. 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 70 lb 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) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: May 3,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WEK REFERANCE PAGE MY-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 properly Incorporate this design Into the overall building design. Bracing Indicated Is to temporary and permanent bracing buckling of Individual truss web and/or chord members only. Additional..9Mti �,�gT f prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the iwek' 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Job Truss Truss Type Qty Ply MANOR T13944720 M41420 A2 Roof Special 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 Mi I ek Industries, Inc. Thu May 3 09:38:40 2018 f ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-OJQxzPsJQIHgvin2YCxuxNYy8QUG7NBMUTVf7E ,1-0-q 6-5-14 11-0-4 1111-15 17-6-0 21-4-8 27-9-6 35-0-0 36-0 1-0-0 6-5-14 4-6-6 0.11-11 5-6-1 3-10-8 6-4-14 7-2-10 -0- Scale=1:60.4 4.00 12 4x5 = - 13 12 5x8 = 2x3 11 3x6 = 3x12 = 2.00 12 6-0-0 35-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.55 BC 0.95 WB 0.87 Matrix -MS DEFL. in (loc) I/defl Ud Vert(LL) -0.57 15 >743 360 Vert(CT) -1.05 15-16 >401 240 Horz(CT) 0.41 10 n/a n/a Wind(LL) 0.78 15 >536 240 PLATES MT20 MT18HS Weight: 166 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-8-10 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 inidpt 5-14 REACTIONS. (lb/size) 2=134910-8-0, 10=1349/0-8-0 Max Harz 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. 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 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., 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 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 (jt=lb) 2=825, 10=825. Thomas A. Albani PE No.39360 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 MITEK REFERANCE PAGE MII-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 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 ���,�° 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 ' T13944721 MT 1420 A3 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL b.lau s mar i i zui n mu I eK Ino usmes, inc. i nu may O ue:38:9l 401 o reyv ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-sW_JAIb(B3PhXsLE6vS7Ua571ggOsrJVi6FCfuzKFIC 1-0- 6-3-14 11-0-4 11-7-15 17-0-0 8-0- 21-4-8 27-9-6 35-0-0 6-0- 0- 6-3-14 4-8-6 0-7-11 5-4-1 O 3-4-8 6-4-14 7-2-10 0- 6 Scale=1:62.6 4.00 F12 4x5 = 4x4 = 6 7 3x6 = 14 13 3x4 z 5x8 = 2x3 I 3x6 = 3x12 = 2.00 12 21-4-8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/fP12014 CSI. I TC 0.56 BC 0.96 W B 0.81 Matrix -MS DEFL. in (loc) I/defl Ud Vert(LL) -0.56 17 >745 360 Vert(CT) -1.06 16-17 >396 240 Horz(CT) 0.41 11 nJa n/a Wind(LL) 0.78 17 >538 240 PLATES MT20 MT18HS Weight: 173 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - 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 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=1349/0-8-0, 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 (Ib) 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, 14-15=-154612427, 13-14=-2045/3152, 11-13=-2045/3152 WEBS 3-17=-508/336, 5-17-1141/1908, 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; 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; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-0-0, Extedor(2) 17-0-0 to 18-0-0, Interior(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 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/rP1 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 Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: May 3,2018 0 WARNING- Verify 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® connectors. This design Is based only upon parameters shown, and Is for an Individual bullding 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. Addiflonal temporary and permanent bracing 9-TeW 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, Nexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply MANOR ' T13944722 M11420 A4 Hip 1 1 Job Reference (optional) unamoers i russ, mu., run rierce, rL .... .��.. .. ..,,. ,............... ...... .........., .. ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-KiYiN5tZyNXY90wQfdzMOoeC- 1-0- 7-11-14 11-0-4 15-0-0 20-0-0 21-4-e 27-9-6 35-0-0 -o- 7-11-14 3-0-6 3-11-12 5-0-0 1-4-8 6-4-14 7-2-10 A 6 Scale = 1:62.6 4.00 12 4x5 = 4x8 = 2x3 11 6 7 8 2x3 II 13 12 5x8 = 2x3 11 3x6 = 3x12 = 2.00 12 6-0-0 7-11-14 . 11-0-4 15-0-0 1 20-0-0 21-4-8, 27-9-6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.67 BC 0.89 WB 0.74 Matrix -MS DEFL. in Vert(LL) -0.51 Vert(CT) -0.95 Horz(CT) 0.37 Wind(LL) 0.70 (loc) Well Ud 16 >818 360 16 >442 240 10 Na n/a 16 >597 240 PLATES MT20 MT18HS Weight: 166lb GRIP 244/190 244/190 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 Horz 2=-155(LC 10) 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 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= 661/647, 9-12=0/306, 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=1511; B-451t 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 15-0-0, Exterior(2) 15-0-0 to 20-0-0, Interfor(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 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 ANSIITPI 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 MITEK REFERANCE PAGE M11-7473 rev. 1010312015 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 MI.TW prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Insfitute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Job Truss Truss Type City Ply MANOR T13944723 M 1,1420 A5 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MI I eK Industries, Inc. I nu May 3 09:38:43 2018 Nage 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-ou64bRuBjgfPnAVdDKUbZ?ASJeWbKneoAQkJknzKFIA 1-0-Q 6-11-14 11-0-4 13-0-0 17-6-0 22-0-0 27-9-6 35-0-0 Q6-0-Q 0- 6-11-14 4-0-6 1-11-12 4-6-0 4-6-0 5-9-6 7-2-10 i-0-d Scale=1:61.5 4x6 = 4x6 � 3x4 = 4x6 = 4.00 F12 4 5 24 625 26 27 7 3x6 = 3x12 = 2.00 12 6.0-0 6r11-14 11-0-4 13-0-0 21-4-8 , 27-9-6 35-0-0 r 6-0-0 0-11-14 4-0-6 T-11102 S-4-S 6-4-14 7-2-10 Plate Offsets (X,Y)-- f2:0-1-15,Edge1, (9:0-0-6,Edge1 t2 0 N ao 16 O LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.52 14-15 >813 360 MT20 244/190 TCDL 7.0 Lumber DOL 1 1.25 BC 0.91 Vert(CT) -0.96 14-15 >438 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.37 9 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.71 14-15 >588 240 Weight: 163lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-8-5 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 REACTIONS. (lb/size) 2=1349/0-8-0, 9=1349/0-8-0 Max Horz 2= 136(LC 10) Max Uplift 2— 825(LC 12), 9— 825(LC 12) FORCES. (Ib) - 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=-889/7041 7-12=-345/556, 8-12=-810/649, 8-11=0/284,4-14=-1284/1813,4-13=-1981/1559,3-14=-538/374 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=1511; B=45ft; L=3511; 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 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 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, 9=825. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 3,2018 A WARNING - VerW design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGEMII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ---MiTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, 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 T13944724 M41420 A6 Hip 1 1 Job Reference (optional) unambers I fuss, Inc., rOri coerce, r-L 1-0- 5-11-14 11-0-0 16-2-4 -0- 5-11-14 5-0-2 5-2-4 5x8 MT18HS = 2x3 11 4.00 FIT 4 24 5 6 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-G4fSonvgU_nGOK4pn2?i 21-4-8 24-0-0 29-1-2 5-2-4 2-7-115-1-2 3x5 = 5x6 = 25 266 7 Scale=1:61.5 zxa I 4x8 = 13 1L I 4x10 = 2,00 12 5x8 MT18HS = 3x4 = 2x3 11 3x6 — -14 1 11-0-0 11-10-4 16-2-4 1 21-4-6 1 24-0-0 29-1-2 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 Incr YES Code FBC2017ITP12014 CSI. TC 0.61 BC 0.98 WB 0.72 Matrix -MS DEFL. in (loc) I/dell Lid Vert(LL) -0.62 15 >682 360 Vert(CT) -1.14 14-15 >368 240 Horz(CT) 0.40 9 n/a n/a Wind(LL) 0.86 15 >491 240 PLATES MT20 MT18HS Weight: 162lb GRIP 244/190 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-7-2 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 REACTIONS. (lb/size) 2=1349/0-8-0, 9=1349/0-8-0 Max Harz 2=117(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 2-3= 5783/4248, 3-4= 5245/3841, 4-5=-4059/3075, 5-6=-4059/3075, 6-7=-2792/2215, 7-8=-2957/2251, 8-9= 3381/2531 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 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--1.2psf; BCDL=3.Opsf; h=15ft; B=45ft; 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 11-0-0, Exterior(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 joint(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 • Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/03/20f5 BEFORE USE. Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component not �' a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I°''�,�° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. 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, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty i 1 Ply MANOR T13944725 Mi-1420 A7 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 6.13u s Mar i i 2u1 a Mi i ex inousmes, inc. Thu May 3 09:38:45 zui a rage i ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-I H Dg06wSFIv7OUf?LI W 3eQGmN RAood P5dkDQofzKFIB 1-0- 4-11-14 9-0-0 11-0.4 15-2-4 6-2- 21-4-8 26-0-0 2- 6' 35-0-0 6-0- -0- 4-11-14 4-0-2 2-0-4 4-2-0 0- 5-2-2 4-7-8 3-6-0 5-6-0 0- 5xl2 MT18HS = 6x8 = 4.00 12 2x3 II 5x6 WB= 4x5 = 4 5 27 6 7 828 4x8 = Scale = 1:61.4 2x3 11 7x10 MT1 BHS = 4x4 = 14 13 Sx8 = 3x4 = 4x5 = 3x12 = 2.00 12 4-11-14 9-0-0 11-0-4 16-2-6 21-4.8 26.0-0 35-0-0 4-11-14 4-0-2 2-0-4 5-2-2 5-2-2 4-7-8 9-0-0 Plate Offsets (X Y)-- f2:0-1-15 Edgel I4:0-9-0 0-2-81 (6:0-3-8 0-3-0) (TO-3-0 Edgel f9:0-5-4 0-2-01 (11:0-1-10 Edgel (14:0-1-12 0 2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 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 rVa n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 1.07 15-16 >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 REACTIONS. (lb/size) 2=1349/0-8-0, 11=1349/0-8-0 Max Horz 2= 97(LC 10) Max Uplift 2=-825(LC 12), 11=-825(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) 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. 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 9-0-0, Extefior(2) 9-0-0 to 30-11-6, Intedor(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 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.39360 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 MITEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek6 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 ,..6iA1T-ek7 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 19uallty 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 ' T13944726 Mi 1420 BHA Common Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8A au s Mar r1 201i a Mi i ex mausmes, Inc. Thu May a 0eA0:47 20 18 rage i ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-hfLbRoxinv9gFnpOSAZXjrL5jFz7GbjO52iWtYzKFl6 13-0-03-6-0 23-6.0 25-10-2 -1-0-0 4-11-13 7.0-0 i 9-1-14 9 6 0 11.6-0 12-Or0 13 3 15 15-6.0 g i 17-6-0 19-6.0 21-&0 22-0,0 25.6-0 r 28-0-0 I 30-03 i 35-0-D f 1-0.0 4-11-13 2-0.3 2.1-14 042 2-0-0 o-6-0 0-3-75 2-0-0 2-0-D 2-D-D 2-U-u ati-u rti-u z-u-u u+n+z z-i •ia z-U-a u-�r�sro-o 1-0-00-2.1 Scale = 1:62.6 TOP CHORD MUST BE BRACED BY END JACKS, 4x4 — ROOF DIAPHRAGM, OR PROPERLY CONNECTED 4.00 12 PURLINS AS SPECIFIED. �1 6 3x4 =NAILED 3x6 = NAILED NAILED NAILED 4x5 = NAILED NAILED 3x8 = 3x6 = 3x4 = NAILED 6x8 = NAILED 3x6 = Special NAILED 35-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.78 BC 0.55 WB 0.69 Matrix -MS DEFL. in (loc) I/defl Ud Vert(LL) -0.13 28-30 >999 360 Vert(CT) -0.28 28-30 >951 240 Horz(CT) 0.04 26 n/a n/a Wind(LL) 0.19 28-30 >999 240 PLATES GRIP MT20 244/190 Weight: 216 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc puffins. BOT CHORD 2x4 SP M 30 Except: WEBS 2x4 SP No.3 2 Rows at 1/3 pts 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 Horz 2= 179(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2=-254(LC 25), 32=-1008(LC 8), 26=-770(LC 8), 34=-350(LC 8) Max Grav All reactions 250 lb or less at joint(s) 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=-f345/766, 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 =-1 1/352, 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=35f; 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. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 254 lb uplift at joint 2, 1008 lb uplift at joint 32, 770 lb uplift at joint 26 and 350 lb uplift at joint 34. 10) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 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 MITEKREFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iTek® Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, 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 • T73944726 M11420 BHA Common Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL d.1 su s mar i i zui a ivii Tek mausrrres, inc. i nu may a ua:ao:vr cu r o raye c ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-hfLbRoxinvggFnpOSAZXjrL5jFz7GbjO52iWtYzKFl6 NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 258 Ib 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) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mr1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing�a�k° 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 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 M$1420 GRB HIP GIRDER 1 1 Job Reference (optional) cnamoers truss, mc., rorr mere, r-L o.... . .1 .. ...—. .., ,,,,.,.,,.r --- , -,- , I D:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-d2TLrUzyJW PYV5zmabb?oGQQd3a?kQOhYMBdxQzKFl4 1-0-0 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 36-0-Q 1-0-0' 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 i-0-0 N1 2 P7 O 19 18 37 3x5 = 2x3 II 3x4 = NAILED Special Scale = 1:60.3 NAILED Special NAILED NAILED NAILED NAILED NAILED Special 4.00 12 4x8 = 3x10 = 6x8 W E = 3x5 11 5x8 = NAILED NAILED NAILED NAILED 4 26 27 28529 30 31 6 32 733 34 35 36 8 38 17 39 16 40 US = 3x4 = NAILED NAILED NAILED 16-6-11 41 42 43 15 44 14 45 46 13 NAILED NAILED 6x10 = 3x6 = NAILED 3x4 = NAILED NAILED NAILED Special 12 2x3 11 3x4 = 35-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017lrP12014 CSI. TC 0.89 BC 0.85 WB 0.96 Matrix -MS DEFL. in (loc) I/defl L/d Vert(LL) 0,37 16-18 >695 240 Vert(CT) -0.38 16-18 >669 240 Horz(CT) 0.10 10 Wa n/a PLATES GRIP MT20 244/190 Weight: 166 lb 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 BOT 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 REACTIONS. (lb/size) 2=1337/0-8-0, 15=3722/0-8-0, 10=522/0-8-0 Max Harz 2=-78(LC 6) Max Uplift 2=-1178(LC 8), 15=-2731(LC 8), 10=-311(LC 8) 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=-1387/1691, 8-9= 807/281, 9-10— 1090/466 BOT CHORD 2-19=-2609/3254, 18-19=-2609/3254, 16-18=-2365/3160, 15-16— 2058/2702, 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=4.2psf; BCDL=3.opsf; h=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 3-1 Od (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)- LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1,25, Plate Increase=1.25 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: M May 3,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1I-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 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 Vffek' 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 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 City Ply MANOR ' T13944727 M11420 GRB HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL B.i au s mar i i zvi is tvii i ek inausmes, inc. Thu May 3 0` :58:4e 20 i 6 raye z ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-d2TLrUzyJW 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 (lb) Vert: 4=-1 61 (B) 6= 116(B) 8=-161(B)18= 386(B) 13=-386(B) 26= 116(8) 27=-116(B) 28=-116(B) 30=-116(B) 31=-116(13) 32— 116(B) 34=-116(13) 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) ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev, 1010312015 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 Ihis 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 NOW 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 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 ` T13944728 MJ1420 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 3x4 = 1-0-0 Scale = 1:6.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 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 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) -0.00 5 >999 240 Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 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 Gram 3=10(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. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 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=42psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(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 Cori 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 3,2018 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mf1.7473 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, notNot a truss system. Before use, the building designer must verify the appiicablilty 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�k` 'IVaO'Y 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 Job Truss Truss Type Oty Ply MANOR T13944729 M 1,1420 J3 Jack -Open 8 1 Job Reference (optional) AA.... 1111.70•C(1 nni0 Dann 1 Chambers Truss, Inc., Fort Pierce, FL .1.0-0 1-0-0 3x4 = a. 3C) S iViar 1 1 cU 10 lva i en a iu USMeS, IIC. ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-5E1j3q_a4gXP6FXz716ELUziOS5dT5EgnOwBUtzKFl3 Scale = 1:9.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell 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 FBC2017ITP12014 Matrix -MP Wind(LL) 0.01 4-7 >999 240 Weight: 11 Ito 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(LC 12) Max Grav 3=63(LC 1), 2=172(LC 1), 4=50(LC 3) FORCES. (Ib) -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: 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(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 lb uplift at joint 3, 146 lb uplift at joint 2 and 4 lb uplift at joint 4. Thomas A. Alban! PE No.39380 MlTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: May 3,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 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 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 -MTeW Is always required 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, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply MANOR ° T13944730 MJ1420 J5 Jack -Open B 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.!30 s Mar i 1 2018 Nu i ek industries, Inc. Thu may o 09.38c5 r 401 o rage ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-ZRa5GA_Df8fGkP69hOdTuhVnrSIKCYT_OggkOJzKFl2 1-0-0 5-0.0 1-0-0 5-0-0 Scale = 1:12.7 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TOLL 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 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Wind(LL) 0.07 4-7 >904 240 Weight: 17lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=114/Mechanical, 2=242/0-8-0, 4=63/Mechanical Max Harz 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. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puriins. 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=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpj=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, 177 lb uplift at joint 2 and 9 lb uplift at joint 4. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 8604 Parke East Blvd. Tampa FL 33610 Date: May 3,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MI1-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Vffek` 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/7PI i 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 ' �24 T13944731 M 1.1420 J7 Jack -Open 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 1-0-0 3x4 = 8.130 s Mar 11 20i 8 MI Tek Industries, Inc. Thu May 3 09:38;5 r za i a rage i ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-ZRa5GA_DfBfGkP69hOdTUhVrfSDECYT_OggkOJzKFl2 7-0-0 1 Scale: 3/4°=1' LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.10 4-7 >857 360 MT20 244/190 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 Weight: 23 lb FT = 20% 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 Horz 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. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vu1t=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; MWFRS (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 lb 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 MITEK 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 verity the appllcabllity of design parameters and properly Incorporate this design Intothe overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1, �:n�� �gTeW 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 Huallty 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 T13944732 MJ 1420 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 09:38:52 2018 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-1 dBUUW?rcRn7MYhLFj8iav24W GkDxvr7EKPHYIzKFl1 1-5-0 5-3-15 9-10-1 1-5-0 5-3-15 4-6-1 Scale = 1:21.2 Io Lr.J i I 3x4 = NAILED NAILED NAILED 5-3-15 9-9-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 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 FBC2017/TPI2014 Matrix -MS Weight: 40Ito 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 9-0-2 oc bracing. 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. (Ib) -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 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., GCpi=0.18; MWFRS (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. 1 48"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 (lb) Vert: 11= 3(F= 1, B= 1) 12=-76(F=-3B, 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 Q WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. MEOW 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 M!Tek" 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, seeANSVIPll 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 Symbols 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 d' For 4 x 2 orientation, locate plates 0-1/0 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. 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. Numbering System 6-4-8 1 dimensions shown in ft-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. CHORDS AND 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: Mll-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-brocing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 199. at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.