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BRADEN 6 BRADEN, A. I. A., P. A. Irchifecfs & nllannem 417 COCONUT AVENUE. STUART. FLORIOA 3499E TELEPHONE: (7721 2B7-8258 FAX (7721 287-B2B3 #AAC-000032 WYNNE DEVELOPMENT PERMIT #: ADDRESS: To whom it may concern. Please note this is the typical footing for this project in lieu of what is shown on the plans. If you have anyg� qquestions please feel Pree to call me 1�2-281-8258. R. Braden AIA t Braden AIA PA Grade tt5 bar cont. in Curb height Verify based on foundation plan W-I 0 0 �m� W00 ®rrl&� M n n -0 ® 3-12-20 0 � G 11 i z 4 M tt5 bar vert. w/ 30" overlap at each filled cell Fill cell with concrete and (1) 45 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill IIII IIII III- III_III- 14"w x 18"d Concrete footing with (2) tt5 bars cont. and 45 4 _ transverse bars at 48" o.c. TYRCIAL GARAGE FOOTING DETAIL nts 1s� �Q MiTek® \�.�� �Q � °`°23"-1F RE: M11392 THE WINDSOR MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Wynne Dev Corp Project Name: M11392 Lot/Block: Model: 71 Carlton 3 Bedroom Rear Porch Address: unknown City: St. Lucie County Subdivision: State: FL 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 61 G1 5-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T16686490 a 4/3/2019 2 T16686491 al 4/3/2019 3 T16686492 a2 4/3/2019 4 T16686493 a3 4/3/2019 5 T16686494 a4 4/3/2019 6 T16686495 a5 4/3/2019 7 8 T16686496 T16686497 ata b 4/3/2019 4/3/2019 9 T16686498 bha 4/3/2019 REVIEep9mv�®®R 10 T16686499 gra 4/3/2019 CODE COMPLIANCE 11 T16686500 jl 4/3/2019 12 T16686501 j3 4/3/2019 �� a ���'�®�NTY 13 T16686502 j5 4/3/2019 B®CC 14 T16686503 j7 4/3/2019 15 T16686504 kj7 4/3/2019 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: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. Florida COA: 6634 r IMPORTANT NOTE: The seal on these truss component designs is a certification I` that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 1111111//",, 0.(ER P F4�� �GENq `1 Nq, 22839 * -13i .p•.'�, Q' ,/ ��4 ONA1 S%%%% Wafter P. Finn PE No.22939 MiTek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa R. 33610 April 03, 2019 1 of 1 Finn, Walter Job Truss Truss Type Oty Ply THE WINDSOR T16686490 M11392 A HIP 1 1 Job Reference (optional) cnamoeM l mss, Inc., tort tierce, rL 8.24U s Dec o zuta mi I ex Indusmes, inc. vied Apr a i u: i a:ra 2019 rage l ID:JcriGCA6bx7j2Syl HDXFw7ye3KX-j516o6uNUlw7521cX7ocW yM5Yn1BOhBOwcl W RozUScg r1-0-0 fi-10-14 1 9-020-2-13 26 -0-0 28-1-2 1 35.0.0 Ofi-0.0 • -0. 6-1 741 2-1-2 5-11-0 5-3-13 5-9-3 2-1-2 6-10.14 -0. Scale - 1:60.5 2a3 4.00 F12 4z8 - 24 11 3.6 = 4x4 2,x3 4 26 5 6 7 27 8 9 N. b 3x4 = 3.4 = US = 6.8 = 3x4 = 3.6 = 3z4 = US = LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(ILL) 0.42 12-23 >572 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) 0.3712-23 >659 160 BCLL 0.0 ' Rep Stress ]nor YES WE 0.94 Horz(CT) 0.03 10 We We BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 161 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-5-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=433/0-8-0, 15=1596/0-8-0, 10=669/0-8-0 Max Harz 2=-97(LC 10) Max Uplift 2=235(LC 12), 15=-1439(LC 12). 10=-799(LC 12) Max Grav 2=467(LC 17), 15=1596(LC 1), 10=685(LC 22) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-639/108,3-4=-396/0, 4-5=-967/776, 5-7=-967/776, 7-8=-454/938, 8-9=-1009/1884, 9-10=-1265/2154 BOT CHORD 2-17=0/652, 15-17=0/430, 14-15=-704/454, 12-14=-1586/938, 10-12=-1971/1174 WEBS 3-17=-372/461,4-17=-272/451,4-15=-1087/1002,5-15=-336/386, 7-14=-766/399, 8-14=-580/997, 8-12=-958/447, 9-12= 358/600, 7-15=-1329/2190 NOTES- 1) Unbalanced mot 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=15D; B=70f ; L=35fb eave=5tt; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Intedor(1) 2-6-0 to 9-0-0, Exterior(2) 9-0-0 to 13-11-6, Intedor(1) 13-11-6 to 26-0-0, Exterior(2) 26-M to 30-11-6, Interior(1) 30-11-6 to 36-M zone; porch right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 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-M 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 235 lb uplift at joint 2, 14391b uplift at joint 15 and 7991b uplift at joint 10. Walter P. Finn PE No.22839 MTak USA, Inc. FL Cart 6634 6984 Padre East Blvd. Tampa FL 33610 Date: April 3,2019 'WARNING. Verlf desl n arameferaenCRaDNOTES ON THL MDWCLUOEOMREKRUF MCEPAGENI74m9 v. iN4YLef5BEFORE USE Y 9 P Design for use only wile Muee®g design Is only upon parameters shown, and Is for an Individual component, not yste verity In aidual um of and/ parameters and properly Incorporate thisional orydesign Into the overall designercity t esig ere. must opplI this a fnusg system. Before use, the bWOlnc tl prevent Welding building tlequir&aoinOIndicated dpelmanenf bracing 9opnONitluplhuss weband/orandchortlmembersallo Addgeneral eralgidance MiTek- dtis revententopea, Is always required and to sonal and proper ago.Crite For regardingthe ccling Wem&lury store e, deliveiry of n sew and laws fafdcoHonmaraca, tlelivery.omTruand bracing ofpussesantlhues systems. erection and b U1PIt uaV SB49 nd BCnoe ilding Co OSB-09 and BC91 Building Component Tamp Parke Blvd. Nexo VA 212d3yCmeda, Splery blprmplbrxrvallable from Truss Plate Instlfufe, 218 N. Lee Sheet, Sulfa 312, Alexantltla VA 22314. 3East 3610 Tempe, FL 336f 0 Job Truss Truss Type City Ply T76686491 M11392 Al SPECIAL 1 1 �THEWINDSOR Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.240a Dec 62018 MiTek Industries, Inc. Wed Apr 3 10:18:44 2019 Sx6 = 4.00 12 2x3 II 21 5 3x4 = 5xB MT18H5 = Scale = 1:61.3 13 " 3x6 = 3x5 = 5x8 MT18H5= 3x12 = 2.00 12 10-0-0 74-9-0 24-&8 35.0-0 10.0.0 4-9-0 9.9-8 10.5.8 _ Plate Offsets (X Y)-- (2:0-0-2 Edcel 17:0-4-00-2-31 19'0-1-15 Edael LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (roc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.75 11-12 >563 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -1.2111-12 >348 180 MT18HS 244/190 BCLL 0.0 ' Rep Stress [nor YES WB 0.77 Hoa(CT) 0.35 9 n/a n/a BCDL 10.0 Code FBC2017(TP12014 Matdx-MS Weight: 1551to 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 2-7-7 oc puffins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 2=1349/0-8-0, 9=1349/0-8-0 Max Horz 2=-117(LC 10) Max Uplift 2=-825(LC 12). 9=825(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3209/2102, 3-4=-3006/2024, 4-5=-3022/2080, 5-6=-3022/2080, 6-7=-4643/2994, 7.13-5324/3364, 8-9=-5751/3700 BOT CHORD 2-13=-1883/3007, 12-13=-1591/2657, 11-12=-2456/3908, 9-11=-3442/5478 WEBS 3-13=-425/410, 4-13=-354/571, 4-12=,362/617, 5-12=-269/279, 6-12=-1034/712, 6-11=-373/892, 7-11— 897/1523, 8-11=-404/435 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=70fl; L=35ft; eave=511; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-0 to 2-6-0, Intedor(l) 2-6-0 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 Mass has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 825'Ib uplift at joint 2 and 8251b uplift at joint 9. Walter P. Finn PE No.22639 MTek USA, Inc. FL Cart 66H 6904 Parke East Blvd. Tampa FL 33610 Data: April 3,2019 A- WARNING -Verl/y E1s1,aps1ameters end READ NOTES ON MIS AND INCLUDED MREKREFERANCEPAGEMIP7473ma MCI BEFORE USE. Design valid for use only with MBekleconnectors. firs desrgn 1s based only upon parametersshown and Is for on Individual building component, not a Mass system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate ihb design Into the overall building design. Bracing lhdicated is to bucsing of Individual Muss web and/or chord members only. Additional temporary and permanent brocing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fgbticanon, storage, delivery. erection and brocing of busses and truss systems seeAN51/f911 Cualtlyyy Criteria, DSBd9 and SCSI Building Componont 69N Parke East Blvd.Safety tnformaibnovo0able from Tuts Plate Insntule. 218 N. Lee Street Suite 312, Alezontltlo. VA Y2314, Tampa, FL 33610 Job Truss Truss Type Cry Ply THEWINDSOR T76fie6492 M11392 A2 SPECIAL 1 i Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.240a Dec 62018 Mil ek Inc. Wea Aar 31u:18:4b201e 4.00 FIT 5x6 = 3v4 = 4 21 5 m9� 5xB = 22 6 Scale-1:61.3 3x4 = 5x8 = 3x12 = 3x6 = 2.00 12 10.0.0 10-0-0 4-200 I240.8 35-0 4-90 3-0 0 Plate Offsets (X Y)- 12:0-M Edgel f6.0-4-00-2-31 r8:0-1-15 Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Ven(LL) 0.72 10 >585 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.94 10-19 >447 180 MT18HS 244/190 SCLL 0.0 ' Rep Stress [nor YES WS 0.86 Horz(CT) 0.34 8 n/a WE BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 160 lb 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 2-6-15 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 2=1349/0-8-0, 8=1349/03-0 Max Harz 2=136(LC 11) Max Uplift 2=-825(LC 12), 8=-825(LC 12) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3211/2064, 3-4=3017/1998, 4-5=-2580/1800, 5-6---3379/2225, 6-7=-5242/3250, 7-8=-5759/3665 BOT CHORD 2.13=-1847/3008, 12-13— 1403/2418, 11-12=-1552/2629, 10-11=-1990/3441, 8-10= 3410/5485 WEBS 3-13=-420/418, 4-13=-427/688, 4-12=337/551, 5-12=-777/605, 5-11=-465/925, 6-11=391/277, 6-10=-1318/2268, 7-10=503/530 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psY BCDL=3.Opsf; h=15ft; B=70ft; L=35ft; eave=5f; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0to 2-6-0, In1erior(1) 2-6-0 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 pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chard 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) 8 considers parallel to grain value using ANSVTPI 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 8251b uplift at joint 2 and 8251b uplift at joint B. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart6834 6904 Padre East Blvd. Tampa FL 33610 Date: April 3,2019 � WARNWG- Veri1ydnJ9hparame1e1eead READ NOTES ON MIS AND WCLUDEDMITEKREFERANCE PAGE M/47473rev. I&MV0e15 BEFORE USE Design valid for use only with Mfli conneatars. This design 6 based only upon parameters shown and 6 for an Individual building component not a truss system. Before use, the building desig0er must verify the appllcabYlty of design parameters and properly Incorporate this design Into the overall building c lgn.BrachglncicatedLstopreventbuckingofindMidualtrussweband/or chord members only. AddiHonoltemporary 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 mlodcanon, storage. delivery, erection and bracing of musses and truss systems. snANSUIPiI Cua7ys� Ciliates, D9B-09 and SCSI Building Component 9araty Infermalbnovoloble from Truss Mate Institute, 218 N. Lee Street. Suite 312, Alexandra. VA 2Y314, 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Ply THE WINDSOR T1fi686493 M11392 A3 �Cty SPECIAL 1 1 Job Reference (optional) Chambers Thus, Inc., Fort Pierce, FL 8240 s Dec 62018 MiTek Industries, Inc. Wed Apr 310:18:40 2019 Page 1 ID-kfiGCA6bx7j2Syl HDXFw7ye3KX-7g—F07wGngliyW TBC7MK8a_bG_aPD3iScZGA27zU5cd ..'0 I 20.0.0 46E f2747 I48&00 660 24 375--70-90 36-0.0 1-0-13 Scale=1:62.3 4.00 12 5x6'= 45 = 14 13 3x5 = 2.3 II Sx6 = 3x12 = 2.00 12 8-0.0 74-9-0 20.0.0 24-fi-8 35.0.0 a-6-0 6-3A 5-3A 4-fi-8 1 10-5-8 Plate Offsets (X Y)— 12:0-1-6 Edgel f3:03-0 Edgel 18:0-3-00-3-41 I9:0-1-15 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.60 Verl(LL) 0.73 11 >572 240 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.9711-20 >432 180 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Horz(CT) 0.36 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 1601b FT=20% LUMBER - TOP CHORD 20 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-15 oc pur ins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-12 REACTIONS. (Ustsize) 2=1349/0-8-0, 9=1349/0-8-0 Max Horz 2=-155(LC 10) Max Uplift 2=-825(LC 12), 9=-825(LC 12) FORCES. (lb) - Max. CompJMaz. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=3256/2031, 4-5=-2426/1588, 5-6= 2680/1790, 6-7= 2829/1832, 7-8=-5320/3257, 8-9=-5720/3554 BOT CHORD 2-14=1817/3048, 13-14=-1817/3048, 12-13=-1258/2274, 11-12=-2935/5103, 9-11= 3302/5445 WEBS 4-14=0/329, 4-13=-897/636, 5-12=-316/664, 6-12=317/616, 7-12=-2727/1643, 7-11=-1072/1939,8-11=-390/391 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=70ft; L=358; 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 36-M 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 pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcumant with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSI/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 825 lb uplift at joint 2 and 825 lb uplift at joint 9. Wallar P. Finn PE No.22839 MDek USA, Inc. FL Cart 6934 6904 Parke East Blvd. Tampa FL 33910 Data: April 3,2019 �•WARNING-Irer/ry design psremefers end READ NOTES ON THIS AND INCLUDED MrTEKREFERANCE PA GE 4f67473 rev. 1a/0aQ915 BEFORE USE Design valid for use only with Mnekils connectors. This design Is based only upon parameters shown, and Is for an Individual budding companont not a hum system, Before use, the building designer must verily the appllcobllity, of design parameters and properly Incorporate ins design Into the overall building design. Brocing indicated b to prevent buckling of Individual hum web and/or chord members only. Additional tehipamry and permanent bracing MiTek- isalways required far stabdity and to prevent collapse with possible personal injury and property damage. For general guidance recording the fop ricotlon, storage, delivery. erection and brccing of trusses and hum systems, seeMSVTPI I Quo ilh CMaM, OS849 and BC51 Building Component 6904 Parke East Blvd. Safety Infoanatlonavoliable from Three Plate Insiitue. 218 N. Lee Sheet. Suite 31Z Alexandria. VA 22314, Tampa, FL W610 Job Truss Truss Type Oty Ply T16686494 M11392 A4 SPECIAL 1 1 �THEWINDSOR Jab Reference o banal UnamDers l russ, me.. ran rare., rr. ...�.�o..�....._._..,.. _..............__, ..._. .. __. �.. _._.. _.___._ - ID: kfiGCA6bx7i2Sv1HDXFw7ye3KK-bsYdeTw1Y__CZaf2NmnLwWmCOwdyTcDgD7ka2 Scale=1:62.3 4.00 F12 5x6 = 4x6 = o n 11 6 7 t2 m 2 m I� 16 15 6x10 3x5 = 20 11 SxB = 2.00 12 3x12 = 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 0.59 BC 0.95 WB 0.98 Matrix -MS DEFL. in Ven(LL) 0.80 Ved(CT) -1.05 Hoa(CT) 0.39 (100) Well Ud 13 >528 240 13 >400 180 11 n/a n/a PLATES MT20 MT18HS ' Weight: 1721la GRIP 2441190 2441190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 8-14 REACTIONS. (Ib/size) 2=1349/0-8-0, 11=1349/0-8-0 Max Horz 2=-175(LC 10) Most Uplift 2=-825(LC 12), 11=-825(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3=-3253/1989, 3-5=-2435/1560, 5-6=-2399/1639, 6-7=-2217/1501, 7-8=-2380/1519, 8-10=-5361/3228, 10-11=-5716/3480 BOT CHORD 2-16=-1776/3045, 15-16=-1776/3045, 14-15=-1117/2168, 13-14=-2920/5154, 11-13=-3232/5441 WEBS 3-16=0/334, 3-15=-882/614, 5-15=-238/254, 7-14=-163/427, 6-14=-309/604, 6-15=-315/409,8-14=-3146/1901,8-13=1034/1946,10-13=-343/333 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=4.2pst BCDL=3.Opsf; h=15ft; B=70f ; L=3511; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18: MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Intedor(1) 2-6-0 to 36-M zone;C-C for members and fames & 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 pat bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSVTPI 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 8251In uplift at joint 2 and 8251In uplift at joint 11. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Data: April 3,2019 A' WARNWG -Vedfy cadge pararr.hvs end HEAD NOTES ON MIS AND NCLUDED WWREFERANCE PAGE MX7473re.. 1QVWR015 BEFORE USE Design valid for use only wih MReI� connectors. Ella design is based only upon parameters shown, and 6 for an Individual bustling component, not ��- a truss system. Before use, me bulldingg 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 hdlvlduol muss web and/or chord members only. Additional temporary and permanent bracing WOW Is always rewired for stobslry end to prevent collapse with possible personal injury and property damage. For generN guidance regarding the replication storage, delivery, erection and bracing of trusses and truss systems, saeANSVrPl1 Guallly Criteria. DS849 and BWI Building Component 6904 Parke East Blvd. Safety Infomlallonavaaable from Truss Plate Institute, 218 N. Lee Sheet, Suite 31Z Alexcntlrla. VA 22 14. Tampa, FL 33610 Job Truss Truss Type Only Ply THE WINDSOR T16686495 M11392 AS SPECIAL 16 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 a Lee 6 ZU18 MI lox Industries, Inc. Wea Apr a luni zele 4.D0 12 6x8 MT18HS II Scale=1:60.3 14 13 3x5 = 2x3 II 500 = 3x12 = x.Do 1z 8-6-0 14.9-0 24.6.8 35.0.0 11t2 B-6.0 16.3-0 9.9-8 10-5-8 Plate Offsets (XY)— f2'0-1-6 Edgel fB'0-3-0Edgel f10.0-1-15,Edae1 LOADING (psf) SPACING- 2-M CSI. DEFL in (lac) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.81 Vert(LL) 0.80 12-13 >526 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -1.2812-13 >329 180 MT10HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Hoa(CT) 0.36 10 n/a Was BCDL 10.0 Code FBC2017/TPI2014 Matdx-MS Weight: 1601b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. 1-4,8-11: 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP M 30 — WEBS 1 Row at midpt 6-12 WEBS 2x4 SP No.3 *Except* 6-12: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1349/0-8-0, 10=1349/0-8-0 Max Horz 2=-179(LC 10) Max Uplift 2— 825(LC 12). 10=-825(LC 12) FORCES. (lb) -Max. CompufMax. Ten. -Ali tomes 250 (lb) or less except when shown. TOP CHORD 2-3=-3247/2112, 3-5=2449/1679, 5-6=-2397/1763, 6-7=-5452/3624, 7-9=5398/3482, 9-10=-5732/3689 SOT CHORD 2-14=d 865/3040, 13-14=-1865/3040, 12-13=-1223/2137, 1042=-3431/5459 WEBS 3-14=0/303, 3-13=861/619, 5-13=-216/264, 6-13=-300/527, 6-12=-2247/3526, 7-12= 323/388, 9-12=-321/306 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=1281 TCDL=4.2psf; BCDL=3.Opsh h=15ft; B=70ft; L=3511; eave=5ft; Cat. II; Exp C; Encl., GCpi=C.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, Interior(1) 21-0-0 to 36-0-0 zone;C-C for members and forces & MIN FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.0psf. 6) Bearing at joints) 10 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at joint 10. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2019 QWARNING-lAarrdealgnparemefersaedREADNOiES ON THIS AND PICLUDEDMREKREFERANCE PAGE M4)4)srev. 10,113V1015HEFORE USE Design valid for use onlywim MSek® connectors. This design is based only upon parameterssnows 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 1Ns design Into the overall building design.Bracing Indicated is to prevent buckling of Individual muss web and/or chord members only. Additional temporary and permanent bracing Is always requied for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Mee folxcanon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIRI CualNv C18eM, DS849 and IICSI Building Component Safely Infannalbnaoallable from Truss Rate Immune. 218 N. We Street, Suite 312 Nexantldo, VA 22314. MiTek' 6904 Parke East Blvd. Tampa, rk East B P33610 Job Truss Truss Type Oty Ply THE WINDSOR T16686496 M11392 ATA COMMON 5 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 a Dec 62018 MITek Industnes, Inc. Wed Apr 310:18:49 2Ulu rage 1 ID:_"GCA6bx7j2Syl HDXFw7ye3KX.YFfN29y84bgHpzCmtGvl mDc6jCfJQT9uIXUrfSzUSca • 8.2 840 71-00 I 678-.00 30-0 0 40 421-0-9P27-I 7-0 5-0 Scale-1:59.5 4.00 F12 45 = 11� 6 17 '" 15 "" -' 14 '- 12 3x6 = 24 II 46 = 3x8 = 2x3 II 3a6 = 3xB = 4x6 = LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC , 0.59 Vert(LL) 0.33 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.6414-15 >652 180 BCLL 0.0 ' Rep Stress ]nor YES WB 0.59 Horz(CT) 0.13 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MS Weight: 1661b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or3-1-15 oc pur ins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-2.15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Iblsize) 2=1399/0-8-0, 10=1399/0-8-0 Max Horz 2— 179(LC 10) Max Uplift 2=775(LC 12), 10=-775(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3404/1963, 3-5=-2807/1637, 5-6=-2801/1739, 6-7=-2801/1739, 7-9=-2807/1637, 9-10— 3404/1963 BOT CHORD 2-17=-1724/3188, 15-17=-1724/3188, 14-15=-966/2053, 12-14=-1739/3188, 10-12=-1739/3188 WEBS 6-14=-560/968, 9-14=-681/524, 6-15=-560/968, 3-15=-681/524 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=4.2pst BCDL=3.0psf; h=15ft; B=70ft; L-35fl; eave=6ft; 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, Extedor(2) 17-6-0 to 21-0-0, Interior(1) 21-M to 36-M zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 100.0Ib AC unit load placed on the lop chord, 17-6-0 from left end, supported at two points, 5.0.0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 775 lb uplift at joint 2 and 775 to uplift at joint 10. Walter P. Finn PE No.22939 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2019 Job Truss Truss Type Cry Ply T76686497 M11392 B COMMON 2 �THEWINDSOR 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 a Dec 62018 MITek Industries, Inc. Wed Apr 310:18:51 2019 67 b Scale = 1:59.3 4.00 12 3x6 = 3x4 = 2x3 II 3x6 = 3x4 = 3x4 = 3x6 = 2x3 11 3x4 = 8-3-5 14-0.0 21.M 26.8-11 1 35.0-0 11m b 8.3-5 15-8-11 7.0.0 5.8-11 - 8-3-5 Plate Offsets (X Y)— 12:0-2-6 Edael f6.0-3-0Edgel I10:0-2-fi Edael LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Ven(LL) -0.11 14-15 >766 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.2417-20 >715 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-MS Weight: 1491b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. (lb) - Max Hom 2=-179(LC 10) Max Uplift All uplift 1001b or less at joint(s) except 2=-371(LC 12), 15=-453(LC 12), 14=-453(LC 12), 10=-371(LC 12) Max Gmv All reactions 2501b or less at joint(s) except 2=602(LC 1), 15=844(LC 17), 14=840(LC 18), 10=602(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-945/572, 5-6=-181/256, 6-7=-181/258, 9-10=-945/574 BOT CHORD 2-17=-407/878, 15-17=-407/878, 12-14= 393/858, 10-12=393/858 WEBS 3-17=5/301, 3-15=319/591, 5-15=-277/325, 7-14=-277/326, 9-14=-819/592, 9-12=-5/301 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=70ft; L=35ft; eave=5ft; Cat. II; E7is 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, Interlor(1) 21-0-0 to 36-0-0 zone;C-C for members and forces 8 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 371 Ib uplift at joint 2, 4531b uplift at joint 15, 453 to uplift at joint 14 and 371 lb uplift at joint 10. Waltar P. Finn PE No.22839 MTek USA, Inc. FL Cod 6634 6904 Parka East Elvd. Tampa FL 33810 Data: April 3,2019 ,&WARNINO-VeritytleegnpmmelemedBEADNOTES ON MIS AND 1NCLUDEVAUTEKBEFERANCE GAGE d 747V.V. 111 2015 BEFORE USE Design valid for use only with M6ek® connectors. fits design Ls based only upon parameters shown. and Is for on Individual bullring 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 buS6ing design. Bracing Indicated Is to buckling of Individual truss web end/or chord membars only. Additional tempororyand permanent brocing M!Tek' prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fpbricanon. storage. delivery, erection and bracing of trusses and truss systems, seeANSVIPII 6uat Cdlerin, bSB419 and SCSI Building Component fi904 Parka East Blvd. Safety Informotbnavoacble from Truss Plate Institute, 218 N. Lee Street. Suite 312, Aloxandtla VA 22 14. Tampa, FL 33810 Job Truss Truss Typo Orly Ply THEWINDSOR T76686498 M11392 BHA BOSTON HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 6 Dec 6 2018 MI IeK Industries, MC. Wea Apr a l0:l b:bz Lulu rage l ID:_kfIGCA6bx7j2Sy1 HDXFw7ye3KX-ygLWhB?l MW2rgRxLZOTkOrEfFPIAdpvL_VjVGmUScX 15-6-0 21-6-0 -3-8004-0.0 ] .6-0 �-20.300 a -06 93-6-0 20 26 -0-0 11� ]-0 0 1100 t 25oI 00 36-0-0 Scale = 1:62.4 4.00 12 4v4 — 57 15 58 17 56 12 59 3x6 55 9 20 3x6 548 ZZ: 60 22 5x12 =53 4 6 x6 — 3x4 2�1 Sx12 C 26 3 11 16 19 1 23 � 63 14 52 777 2 n' 2929nN 11 I' d 42 43 34 44 45 46 47 48 49 31 50 51 d 35 33 92 30 316 = 61B = 6x9 = 3x6 = 3x4 = 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ice) Well Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.13 35-38 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Ved(CT)-0.1635-38 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.65 Horz(CT) 0.04 28 Na n/a BCDL 10.0 Code FBC2017/71`12014 Matrix -MS Weight: 208 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-3-13 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 1Row at mldpt 333,2732 JOINTS 1 Brace at Jt(s): 11, 19, 16. 7, 23 REACTIONS. Allbeadngs O-8-0. (lb) - Max Hom 2=179(LC 7) Max Uplift All uplift 100 lb or less at joints) except 2_ 565(LC 8), 33=-1269(LC 8), 32=-1017(LC 8), 28=-434(LC 8) Max Gmv All reactions 250 lb or less at joints) except 2=812(LC 17), 33=1825(LC 1), 32=1529(LC 1). 28=626(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=-1692/1103, 3-4=-105/259, 27-28=-1129/710, 3-5=-441/520, 5-7=-436/514, 7-10=-436/514, 10-11=-436/514, 11-13=-436/514, 13-16=-436/514, 16.18=-436/514, 18-19=-436/514, 19-21=-3B2/412, 21-23=382/412, 23-25= 3821412, 25-27=387/418 BOT CHORD 2-35— 939/1572, 33-35=-909/1484, 32-33=-382/400, 30-32=-575/1004, 2630=-568/1039 WEBS 3-35=-191/649, 27-30=0/451, 333=-2090/1523, 11-33=-810/782, 19-32=472/745, 27-32=-1484/1044,9-10=-463/453, 20-21=-462(454 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=4.2pst BCDL=3.Opsh h=15ft; B=70h; L=35ft; save=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are 2x3 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0psf bottom chard live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 565 lb uplift at joint 2, 1269lb uplift at joint 33, 1017lb uplift at joint 32 and 43416 uplift at joint 28. 8) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 265 lb down and 381 lb up at 7-0-0, 158 lb down and 206 lb up at 9-0-12, 158 lb down and 206 Ib up at 11-0-12, 158 lb down and 206 lb up at 13-0-12, 158 Ib down and 206 Ib up at 15-0-12, 158 Ib down and 2061b up at 17-0-12, 158lb down and 206 lb up at 17.11-4, 158 Ib down and 206 to up at 19-11-4, 158 fir down and 206 lb up at 21-11-4, 158 Its down and 206 lb up at 23-11-4, and 158 Ito down and 206 It, up at Walter P. Finn PE No.22839 25-11-4, and 158 lb down and 206 lb up at 27-11-4 on top chord, and 373 Ib down and 236 Ito up at 7-0-0, 69 lb down at 9-0-12, 69 MTek USA, Inc. FL Cad 6634 Ib down at 11-0-12, 69 lb down at 13-0-12, 69 lb down at 15-0-12, 69lb down at 17-0-12, 69 lb down at 17-11-4, 69 lb down at 6904 Parke East Blvd. Tampa FL 33810 19-114, 69 Ib down at 21-11-4, 69 Ito down at 23-11-4, and 69 lb down at 25-11-4, and 69 lb down at 27-11-4 on bottom chord. Date: The design/selection of such connection device(s) is the responsibility of others. April 3,2019 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). blanaaro WARNWG-Vedfydeslgnperameteraend READNDTES ON TH/SANDINCLUDEDMREKBEFEFNA'CEFAGEMX7=mv. 10022015 BEFORE USE Desrgn valid for use only with MBek® connection. ihls design Is based only upon parameters shown, and Is for an Induldual 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 lndHldual trua web and/or chord members only. Additional temporary and pennonent bracing M!Tek' prevent Is always required for stablllty and to prevent collapse win possible personal Injury and property damage. For general guidance regarding the fpbricallon, storage, delivery, erection and bracing of trusses and truss systems, seeANS171P1I BuolHv CMerlo, DSB-09 and BCSI Building Component 69M Parke East Blvd. Safety Inlaenatbrrwa0oble from Truss Plate institute. 218 N, Lee Street. Suite 312. Alexantlda. VA22 14. Tampa, FL W610 Jab Truss Truss Type City Ply T76686498 M11392 BHA BOSTON HIP 1 �THEWINDSOR 1 Jab Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.240 a Dec 62018 MiTek Industries, Inc. Wed Apr 310:18:53 2019 Page 2 ID_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-00nuX7f7gAilaWX65 zw3mq-p3PMG9UD9S2oDzUScW LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 36-39=-20, 1-3=-54, 3-15=-54, 15-27=54, 27-29=-54 Concentrated Loads (lb) Vert: 35=373(F) 30= 23(F) 42=23(F) 43=-23(F) 44=-23(F) 45=-23(F) 46=-23(F) 47=-23(F) 48=-23(F) 49=-23(F) 50=-23(F) 51=-23(F) 52=-169(F) 53=-118(F) 54=-118(F)55— 118(F)56=-118(F) 57=-118(F) 58=-118(F)59=-118(F)60— 118(F)61— 118(F)62=-118(F) 63=-118(F) A WARNING- Verify designperamefera and AEAO NOTES ON MIS AND INCLUDED M/TEK REFFIANCE PAGE M674M rev. iNeY2a1SDEFORE USE Design valid for use only with WelsS connectors. This design is based only upon parameters shown, and Is for an IndMdual building component, not a fruss system. Before use, the building designer must verify the appllcablllN of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicate! is to prevent buckling of indlviduoi truss web and/or chard members only.. Additional temporary and permanent bracing MiTek' Is always required for stabuity, and to prevenicollapse with possible personal Injury and property damage. For general guldonce regarding the fpbocation, storage, delivery, erection and bracing of trusses and truss systems, soaANSVrPII Quell My Criteria, DSB-09 and SCSI Building Component Safety Informationavoiloble from Truss Plate Institute. 218 N. Lee Street Suite 312, Alexontlrla. VA 22314. 6904 Parke East BNd. Times, FL 33610 Job Truss Truss Type City Ply T76686499 M11392 GRA HIP 1 1 �THEWINDSOR Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:18:54 2019 5,12 MT1814S = 4.00 12 3.5 II 3x6 = 4xe = 4xB = Scale-1:60.3 1ej. d M J4 14 JS Jb W Jtl Je 11 4U 41 3z4 = 2x3 3X6 = Sx74 = 3x4= 4x6 = 2x3 3x5 = 7-0-0 14-11-0 21.52 28-0-0 35-0-0 7.0.0 1 7-11-0 &6-2 1 84i14 I 7-0.0 Plate Offsets (X Y)-- 13:0-9-0,0-2-81 16:0343 0-2-01 f7:0-5-4 0-2-41 rl3:0-4-0 0-3-01 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) VdeN Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.30 10-21 >792 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.3010-12 >812 180 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO W B 1.00 Horz(CT) 0.09 8 n1a rda BCDL 10.0 Code FBC2017/TPI2014 Matdx-MS Weight: 153 Ib FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except' 4-13: 2x6 SP No.2 REACTIONS. (lb/size) 2=750/049-0, 13=3223/0-8-0, 8=1225/0-8-0 Max Horz 2= 78(LC 6) Max Uplift 2=-448(LC 8), 13=-2442(LC 8), 8=-1159(LC 8) Max Gmv 2=755(LC 17), 13=3223(LC 1). 8=1225(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-5 ec pudins. BOT CHORD Rigid ceiling directly applied or 4-" oc bracing. WEBS IRow at midpt 6-13 2 Rows at 1/3 pis 3-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=-1534/729, 3-4=-1052/1347, 4-6— 1052/1347, 6-7— 1946/1834, 7-8=-2978/2565 BOT CHORD 2-15=-586/1423, 13-15=-596/1464, 12-13=-1710/1946, 10-12=-2359/2830, 8-10=-2329/2789 WEBS 3-15= 159/733, 3-13= 2917/1869, 4-13=-848/801, 6-13=-3504/3050, 6-12=-430/666, 7-12=-940f731,7-10=-489/690 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=4.2psi; BCDL=3.Opst h=151t; 8=70ft; L=35ft; eave=5ft; Cat. 11; Exp C; Enal., GCpi=0.18; MWFRS (directional); porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of fruss to bearing plate capable of withstanding 4481le uplift at joint 2, 2442111 uplift at joint 13 and 11591b uplift at joint 8. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 Ito down and 329 Ib up at 7-M, 90 Ile down and 155111 up at 9-0-12, 90 lb down and 155111 up at 11-0-12, 90111 down and 1551b up at 13-0-12. 90 It, down and 155 lb up at 15-0-12, 90 Ito down and 155 lb up at 17-0-12, 90 Ib down and 155 Ib up at 17-11-4, 90 lb down and 155 Ib up at 19-11-4, 90111 down and 155111 up at 21-11-4, 90 go down and 155111 up at 23-11-4, and 90 go down and 155 Ib up at 25-11-4, and 203 lb down and 329 lb up at 28-0-0 on top chord, and 452 lb down and 263 Its up at 7-M, 63 to down and 31b up at 9-0-12, 63 lb down and 3lb up at 11-0-12, 631b down and 3lb up at 13-0-12, 63 Ib down and 3lb up at 15-0-12, 63 Ib down and 3 Ib up at 17-0-12, 63 Ib down and 3 Ib up at 17-11-4, 63 lb down and 3lb up at 19-11-4, 631b dawn and 3 Ib up at 21-11-4, 631b down and 3 Ib up at 23-11-4, and 63 Ib down and 3lb up at 25-11-4, and 452 to down and 2631b up at 27-11 A 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 Walter P. Finn PE No.22839 MiTek USA, Inc, FL Cog 6614 69114 Padre East Blvd. Tampa FL 33610 Data: April 3,2019 WARNING -Verity design peramefere and BEAD NOTES ON THISAND INCLUDED MITEKNEFENANCEPAGEMl474M rev. 14034VISBEFONEUSE Design voild for use only with MOek® connectors. This design is based only upon parameters alovrrl and is for on Individual budding component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate its design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporory and permanent bracing MiTek' Is always required for stobllily and to prevent collapse with potable personal Injury and property damage. For general guidance regarding the fobdcation, storage, dollvery, erection and bracing of trusses Ord huts systems, weANSVIPII CuoO0yy Criteria. DS0419 and BCM Building Component 69M Parke East Blvd. Safety Infomsatbmvallable from Truss Plate Institute, 218 N. Lee Sheet ontlrlo, Suite 312, NexVA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply THEWINDSOR T16686499 M11392 GRA HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL S.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 310:18:54 2019 Page 2 ID_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-uDTG6sOHu8IZwk5jgpVCTGJr DNe5e1eFipCCKfzUScV LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-7=-54, 7-9= 54, 16-19=-20 Concentrated Loads (lb) Vert: 3— 147(B) 7=147(B) 15=-4.52(B) 13=d0(B) 4=-90(B) 10=-452(B) 22=-90(B) 23=-90(B) 24=-90(B) 26=-90(B) 27=-90(B) 28_ 90(B) 30=-90(B) 31= 90(B) 32=-90(B) 33=-40(B) 34=-400) 35=-40(B) 36=-40(B) 37=-40(B)38=-40(B) 39=-40(B)40=-40(B) 41=-40(B) WARNING-V dJfYdealSn Peevnifersend READNOMS ON MISANDNCLUDEDMNEKNEFENANCEPAGEMIF74M.r 1MAi2a15SEFORE USE Design valid for use only with MITekat connectors. This design Is based only upon parameters shown, and b for an Individual building component, not ��- a truss system. Before use. the buliding deslgner must verify the applicability of design parameters and property Incorporate this design Into the overall butchng design. Bracing Indicated is to prevent bucking of Individual puss web and/or chord members ohly. Additional temporary and permanent bracing Is olways required for Mortality antl to prevent collapse with possible personal injury and properly damage. For general guidance regarding Me fgbdcalon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPl I GualMy CMeda, DSB49 and SCSI Building Component Solely Ntormatlanovallable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexantlrla, VA 22314. MiTek' 6904 Parke East Bind. Tempe, FL 33610 Job Truss Truss Type Qty Ply T7668650D M11392 J1 MONO TRUSS B 1 �THEWINDSOR Job Reference (optional) Chambers Thurs, Inc., Fort Pierce, FL B.240 a Dec 6 2018 MI Tek Industries, Inc. Wea Apr 310:1Its= 2u1B t ago i ID_k6GCA6bx7j2Sy1 HDXFw7ye3KX-MPOeJC1vfRQQXufvEWOR?UrEfds3pKmgT)M6zUSCU -1-0-0 1-0.0 _ 1.0-0 I 1-0.0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Ve dLL) -0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 rVa n/a BCDL 10.0 Code FBC2017(TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOTCHORD 2x4 SP No.3 REACTIONS. (Its/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 Gmv 3=11(LC 17), 2=118(LC 1), 4=17(LC 12) FORCES. (lb) - Max. CompJMax. Ten. -Ali forces 250 (lb) or less except when shaven. Scale =1:6.1 PLATES GRIP MT20 244/190 Weight: 5lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pull 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.Opsh h=15f; B=70ft; L=35ft; eave=611; Cat. II; Exis C; Encl., GCpi=C.18; MWFRS (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.Ops1 on the bottom chord in all areas where a rectangle 3-8-0 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 4lb uplift at joint 3 and 1401b uplift at joint 2. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert $634 0904 Parke East Blvd. Tampa FL 33610 Date; April 3,2019 Q WARNWG-Verily EeaignpemmeMmwdREADNOTES ON MSANDWCLUDWMmEKREFERANCEPAGEMIL74Mmz ledA'42015BEPORE USE Design valid for use only with MITekID connectors. This design Is based only upon parameters shown, and is for on IndNlduol building component. not a truss system. Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual musn web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is clwpys required for stability and to prevent collapse with possible personal inlury and property damage. For general guidance regarding the fObricanon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII CualBy Cmoda, DSB-09 and BCSI Bunding Component 69" Parke East Blvd. Safety Informallomvalabie from Truss Plate Institute. 218 N. Lee Street, Suite 312, Aierrandrla, VA 22 14. Tampa, FL 33610 Job Truss Truss Type Oty Ply THE WINDSOR T16686501 M11392 J3 MONO TRUSS 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 S Use 8 2018 MI I eK Industries, Inc. Won Apr 31 un is= zula rage i ID_kfiGCA6bX7j2Sy1 HDXFw7ye3KX-MP0sJC1vfROOXufvEWOR7UrEYdgQpKmgTxgt6zUScU -1-0-0 3-0-0 1-0-0 1 3-0.0 ' Scale =1:9.4 30 = &0.0 LOADING (psf) SPACING- 2-M CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grid DOL 1.25 TC 0.18 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: ll Ill FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=64/Mechanical, 2=173/0-8-0, 4=37/Mechanical Max Horz 2=85(LC 12) Max Uplift 3=-54(LC 12), 2=147(LC 12), 4=-4(LC 12) Max Gray 3=64(LC 1), 2=173(LC 1), 4=50(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.OpsY h=15ft; B=70ft; L=35ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-6-0, Intedor(l) 2-0-0 to 2-11-8 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 nonconcument 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 beating plate capable of withstanding 54 lb uplift at joint 3, 147 lb uplift at Joint 2 and 4 lb uplift at joint 4. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cod 6634 8994 Parke East Blvd. Tampa FL 33610 Data: April 3,2019 �WARNNG-Verifydeslgnparemet...d READROTES ON TH/SANDNCLUDEDM/TEKREFENANCEPAGEMIP74m.re.. ld10.Y1p15BEF0RE USE Design volid for use onlywflh MOek®connecloa:lhis design Is based only upon pammeten %hown and Is far an IndMdual bustling component not ��- a hum system. Before use, the bulldIng designer must verity the oppllcablllty, of design parameters and properly Incorporate this tleslgn Into the overall bustling design. Bracing Indicated is to bucking of hdMduol truss web and/or chord members only. AOditlonal temporary and permanent bracing MiTek' prevent Is always recalled for stability and to prevent collapse wiM possible personal Injury and property damage. For general guldance regarding the fpbricatlon storage. delivery. erection and bracing of busses and hum system% seeANSVIPII Quad Criteria. DSld9 and SCSI 1u90Ing Component 6904 Parke East Blvd.Safety Tampa, FL 33610 Infermaflonovollable from Truss Plate Institute. 218 N. Lee Sheet. Suite 312 Alenandda. VA 22314. Job Truss Truss Type City Ply THE W INDSOR T76686502 M11392 J5 MONO TRUSS 8 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Wed Apr 3 10:18:56 21319 Page I ID:_kfiGCA6bxTj2Syl HDXFw7ye3KX-rbal W Y2XOlYH92E6oEXgYhOGnO2hYn5wv7NPYzUSCT -1-0-0 5-0-0 _ 1.0-0 5-D-0 Scale = 1:12.7 3x4 = 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Val 0.07 4-7 >863 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Ven(CT) -0.06 4-7 >964 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 Ne n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 171b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-M oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ilo size) 3=115/Mechanical, 2=243/0-8-0, 4=63/Mechanical Max Horz 2=123(LC 12) Max Uplift 3=-104(LC 12), 2=-177(LC 12), 4=-9(LC 12) Max Gray 3=115(LC 1), 2=243(LC 1), 4=87(LC 3) FORCES. (Ib) -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=4.2pst BCDL=3.Opsf; h=15ft; B=70ft; L=35ft; eave=6ft, 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 t0 4-11-8 zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads.. 3) `This truss has been designed for a live load of 20.01 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 91b uplift at joint 4. Walter P. Finn PE No.22839 MTak USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: April 3,2019 A WARNING -Verity desl9epara.efersend NEADNOTESONMSANDNCLUDEDMOEKFEFENANCEFAGEh 741Jrev. 10=U115BEFONEUSE Design volld for use only with MBeh® connectors. This design Is based only upon parameters shown. and Is for on IndMtlual building component, not �■- ■` a inns system. Before use. the bulltling assignor mustveriTy me applicability of design parameters and properly Incorporate this design Into the overall buildingdesign. Bracing Indicated a to buclaingofIndMtlualtrues web and/or chordmembersr=. Additloneltemporary and permanentbracing MiTek' prevent Is always real for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fpbdcotion. storage, calvary, erection and bracing of Messes and truss systems, seeANSVrPII CuoWv Crffoi DSB49 and BCSI Building Component 6904 Parke East BNd. Safely Nformalbw nalloble from Truss Plate Institute, 218 N. Lee Sheet Suke 312. Alexantl4a. VA 22 14. Tampa, FL 33610 Job Truss Ply THEWINDSOR T76686503 M11392 J7 �TrussType MONO TRUSS �Qty 24 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 = 8.240a Dec 62018 MiTek Industries, Inc. Wed Apr 3 10:18:57 2019 Pagel I0:_kfiGCA6bx712Sy1 HDXFw7ye3KX-Jo8Pku29B3h8nCPIU2v5wVWOSnHEL48nOGK zUScS Scale: 3/4'=1' LOADING (pst) SPACING- 2-0-0 CSI. DEFL in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Ven(LL) 0.17 4-7 >494 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vett(CT) -0.19 4-7 >447 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 23 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-M oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directlyapplied or 10-" oc bracing. REACTIONS. (lb/size) 3=165/Mechanical, 2=315/0-8-0, 4=88/Mechanical Max Horz 2=161(LC 12) Max Uplift 3=-153(LC 12), 2= 211(LC 12), 4— 12(LC 12) Max Grav 3=165(LC 1), 2=315(LC 1), 4=125(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0pst h=15ft; B=70ft; L=351t; eave=68; 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 6-11-8 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 153lb uplift at joint 3, 211 lb uplift at joint 2 and 12 Ill uplift at joint 4. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Data: April 3,2019 A& WARNNG-Vedfydedgnparameteraend REAONOTES ON MXANOMCGUOEOMI KREFERANCEPAGEM674m.re 1Mli2o15BEFOREBSE Design valid for use only with MBekO connectors. Ws design Is posed only upon parameters shown. and Is for an IndNitlual bullding component, not a muss system. Before use, the butding designer must verify the oppllcobllity, of design parameters and properly Incorporate this design Into the overall building tleslgn. Bracing Indicated 6 to prevent buckling of Individual hum web and/or chord members only. Addlllonal temporary and permanent bracing MiTek' Is always requhed for stobAihy, and to prevent collapse with possible persanol Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses antl huss systems. WeANSIM11 QualNv Cr6arW. DSB-09 and aCS1 Building Componon! 6904 Parke East Blvd. Safety Informalbnovaeable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria. VA 22 14. Tampa, FL 33610 Job Truss Truss Type Cry Ply THEWINDSOR T76686504 M11392 KJ7 MONO TRUSS 4 1 Job Reference o iional Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 62018 MITek Industries, Inc. Wed Apr 3 10:18:57 2019 Scale = 1:20.6 3x4 = ._.. „ 5 ax4 = 6-8-12 3-1-5 LOADING (pso SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.04 7-10 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.08 7-10 >999 180 BCLL 0.0 ' Rep Stress [nor NO W B 0.24 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPIQ014 Matrix -MS Weight: 381b FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=127/Mechanical, 2=379/0-11-5, 5=461/Mechanical Max Horz 2=192(LC 8) Max Uplift 4=-131(LC 8), 2=-262(LC 8). 5=-238(LC 8) Max Gray 4=156(LC 13), 2=379(LC 1), 5=461(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All fames 250 (Ib) or less except when shown. TOP CHORD 2-3_ 838/366 BOT CHORD 2-7=-487/798; 6-7=487/798 WEBS 3-7=0/307, 3-6=-920/561 BRACING - TOP CHORD Structural wood sheathing directlyapplied or 6-0-0 cc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; B=70ft; L=35ft; Save=6lt; Cat. II; Exp C; Encl., GCpl=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 nonconcunent 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 arectangle 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 131 lb uplift at joint 4, 2621b uplift at joint 2 and 238 lb uplift at joint 5. 6) 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 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4— 133(F— 39, B=-39), 8=0(F=10, B=10)-to-5=-49(F=-15, B=-15) Walter P. Finn PE No.22839 MTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Dale; April 3,2019 A WAANWG-Vedrydeslgnpramefemend REDNOTES ON TN/SAND/NCLUDEDMREKFEFERANCEF4GEMA74TJrev. feN32015DEFOHE USE. Design valid for use only with MSe& connectors. This design is based only upon parameters shown, and Is for on Individual bulldIng component, not a truss system. Before use, the aulldN designer must verity the oppllcablllN of design parameters and properly Incorporate this design Into the overall building design. Brochg indicated is to prevent buclong of NOMtlual truss web and/or chord members any. Additional temporary and permanent bracing WOW Is always requmd for stability and to prevent collapse with possible personal Injury and property damage. For general guldence regarding the . fabrication, storage, der ery, erection and bracing of trusses and truss systems. seeANSI/IPII Gua[XSyy Carl DSB419 and BCSI Building Component 6904 Parke East Blvd. Safety mformatbrovalloble from Truss Plate Institute, 218 N. tee Sheet Suite312, Alexcndtlo, VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 1 3j4 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 �71 ar For 4 x 2 orientation, locate plates 0-110 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. 'Plate location details available in MTek20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 X 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION 7 Indicated by symbol shown and/or Cvy// by text in the bracing section of the output. Use T or I bracing If Indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installiog & Bracing of Metal Plate Connected Wood Trusses. Numbering System -8 I dimensions shown Inftsixteenths t scale) II'�I (Drawings not to scale) 0 c O U a O JOINTS ARE GENERALLY NUMBEREDAETITRED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAErrERS. PRODUCT CODE APPROVALS [CC -ES Reports: ESR-131 1, ESR-1 352, ESR1 988 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 R MiTek® MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g, diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by on 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 AN51/rPl 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/IPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant. preservative treated, or green lumber. 10. Camber Is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In an 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 ff. 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.