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HomeMy WebLinkAboutTrussLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 76466 - BUENO MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: FABRICIO BUENO Project Name: BUENO RESIDENCE Model:Tampa, FL33610-4115 Lot/Block: Subdivision: Address: 2802 FLORILLA TERRACE City: ST LUCIE COUNTY State: FL 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 8.3 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 41 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T18784491 A 121211 2 T18784492 Al 12/2/1 3 T18784493 A2 12/2/1 4 T18784494 A3 12/2/1 5 T18784495 A4 12/2/1 6 T18784496 A5 12/2/'. 7 T18784497 A6 12/2P 8 T18784498 A7 12/2P 9 T18784499 ATA 12/2/' 10 T18784500 B 12/2/' 11 T18784501 81 12/2/' 12 T18784502 B2 12/2/' 13 T18784503 B3 12/2/' 14 T18784504 B4 12/2/' 15 T18784505 B5 12/2/' 16 T18784506 E 12121' 17 T18784507 G 12/2/' 18 T18784508 GEE 12/2/' 19 T18784509 GRA 12/2/' 20 TIB784510 GRB 12/2/- 21 T18784511 GRG 12/2P 22 T18784512 GRH 12/2/' T 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Seal# T18784513 Truss Name Date GRP 12/2P HV20 12/2P, A 122/' J1 J3 12/2/' J5 12/2/' KJ5 12/2/' KJ7 12/2/' MV2 12121' MV4 12/2/- MV6 12/2/' MV8 12/2/' P 12/2/' P1 12/2/- V4 12/2/' V8 12/2/' V12 12/2/' V16 12/2/' 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. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTekor TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO 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. ,,`�pUPeupi • No 22839 :9 STATE OF : 4/ i .A OR ID p N�`• s/ONAII-�`t �,p Walter P. Finn PE No22839 MITek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 Finn, Walter 1 of 1 Job Truss Truss Type r Otyx Ply BUENO T78784491 76466 A Common 3 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.32U S NOV 19 2U19 MI Iex Inausines. Inc. Moo UBa 2 TU:3z:3a zule 5x6 = 5.00 12 Scale = 1:69.0 OIb 3x4 = ass = 3.8 = 46 = 3x4 = 3x8 = 3x8 = 10-I}10 20-0.0 29-11-6 40.0-0 104N0 9-1 b6 9.11.6 10-0-10 Plate Offsets (X Y)-- [I:OA-2,0-1-8] [3:0-3-0 Edgel. ]7:0-3-0 Edge]. [9:OA-2 0-1-81 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Ven(LL) -0.31 11-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.57 11-13 >846 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(CT) 0.13 9 r✓a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(ILL) 0.38 11-13 >999 240 Weight: 196 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or3-8-4 oc purling. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-2-12 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-13, 6-13, 4-13 REACTIONS. (Ib/size) 1=1477/0-8-0, 9=1594/0-8-0 Max Horz 1=-456(LC 10) Max Uplift 1=-1207(LC 12), 9=-1439(LC 12) Max Grav 1=1518(LC 17), 9=1627(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2— 3270/3065, 2-4=2989/2847, 4-5=-2047/2108, 56= 2047/2079, 6-8_ 2963/2752, 8-9=-3239/2941 BOT CHORD 1-15=-2613/3307, 13-15=-1858/2525, 11-13=-1881/2287, 9-11=-2532/2926 WEBS 5-13=-1166/1294, 6-13=-877/879, 6-11=-4387744, 8-11=-479/572,4-13=-885/889, 4-15=-528/765, 2-15=-493/649 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4,2psf; BCDL=3.Opst h=17ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 4-0-0, Intedor(1) 4-0-0 to 20-", Extedor(2) 20-" to 24-0-0, Interior(1) 24-" to 42-0-11 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 fora 10.0 pat bottom chord live load nonconcument with anyother 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) except (1t=1b) 1=1207, 9=1439. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 Data: December 2,2019 ,& IVARNING-Verity design paramefersead READ NOTES ON THIS AND WCLUUEDMITEKREFERANCE PAGE MIF747eray. ISIMV2015 BEFORE USE. Design vold for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, net ��- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bullding design. Bracing indicated is to prevent buckling of lndlvldual here web and/or chord members only. Additional temporary and permanent bracing WeW Is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guldance regarding the fabrlcaSon, storage, delivery, erection and bracing of trusses and truss systems. seeANSUIPII Quality CMrrda. DSI49. and SCSI Building Component 69N Parke East Blvd. Safety Informatbnoyallabie from Truss Plate Institute, 218 N. Lee Street, Sulfa 312, Alexondrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type k Qty. Ply BUENO T18784492 76466 Al Common 3 1 Job Reference o tional L;hambers I was, Inc., ton rlerce, FL b 5.00 12 5x6 = 5 Scale = 1:66.5 9 Ib ,. �. .. 12 •• __ ._ 3x4 = 4x6 = 3xB = 4x6 = 3x4 = 3x8 = 3x8 = 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 [nor YES Code FBC2017rrP12014 CSI. TC 0.66 BC 0.67 W B 0.54 Matrix -MS DEFL. Veng-L) Vert(CT) HOrz(CT) Wind(LL) in (too) Well Ud -0.30 12-14 >999 360 -0.56 12-14 >857 240 0.13 9 n/a n/a 0.38 12 >999 240 PLATES GRIP MT20 244/190 Weight: 193 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc pur ins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or4-2-1 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 6-12, 5-12, 4-12 REACTIONS. (lb/size) 9=1480/0-8-0, 1=1480/0-8-0 Max Horz 1=-421(LC 10) Max Uplift 9_ 1214(LC 12), 1=-1214(LC 12) Max Grav 9=1518(LC 18), 1=1518(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-3271/3074, 2.4=-2990/2856, 4-5= 2045/2117, 5-6=-2045/2117, 6-8=-2990/2856, 8-9=-3272/3074 BOT CHORD 1-14=-2676/3282, 12-14=-1951/2500, 10-12=-1951/2299, 9-10=-2676/2967 WEBS 6-12=-885/889, 6-10=-528/766, 5-12=-1171/1293, 8-10=-494/649, 4-12=-8B5/8B9, 4-14=-528/765,2-14=-493/649 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45N; L=40ft; eave=5ft; Cat. 11; Exp D; Encl., GCpi=0.i8; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 20-0-0, Extedor(2) 20-0-0 to 24-0-0, Intedor(1) 24-0-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.80 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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= I0.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) except (1=11a) 9=1214,1=1214. Walter P. Finn. PE No.22039 Mil USA, Inc. FL Ced6034 0904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 Q WARNING - Verilydealgn RararvoW1.and READ NOTES ONTHISAND INCLUDED MOEKREFERANCERAGEMII-7473rev. 10/03,2015SEFORE USE. Design valid for use only with MBek® connectors. This design Is based only upon parameters shown. and Is for on Individual building component, not ��- M a truss system. Before use, e building designer must verify the appllcablllH of design parameters and properly Incorporate this design Into me 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 stobliiry and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of busses and truss systems, seeANSVRII Quality Cdferla. D5549. and BCSI Bull Component 6904 Parke East Blvd. ' Safety lnfurmationovollobie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Nexandrla. VA 22014, Tampa, FL 33610' I Job Truss 7mss Type 1 Ctyl Ply BUENO T78784493 76466 A2 Hip 1 1 Job Reference (optional Chambers I toss, Inc., Yon I'lerce, FL IIAZU S NOV 1 e LU I e MI I ER mausuie5, Inc. Man UVU [ 1 U,4.00 cU I U d 3xB = Scale=1:68.8 5.00 12 5x6 = Sag = 5 6 14 13 "- 5x6 W0= 5x6 WB= 3x8= LOADING (PSO 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 0.66 WB 0.99 Matrix -MS DEFL. in (loc) Udell Ud Ven(LL) -0.31 11-13 >999 360 Ved(CT) -0.5511-13 >870 240 Horz(CT) 0.13 10 n1a I Wind(LL) 0.37 14 >999 240 PLATES GRIP MT20 2441190 Weight: 207 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-1-1 oc bracing. WEBS 2x4 SP No.3 OTHERS 20 SP No.3 REACTIONS. (IWsize) 1=148010-8-0.10=1480/0-8-0 Max Horz 1=-401(LC 10) Max Uplift 1=-1214(LC 12), 10=-1214(LC 12) Max Gray 1=1523(LC 17), 10=1523(LC 18) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-3291/3182, 2-4=-3009/2962, 4-5=-2092/2302, 5-6=-1956/2193, 6-7=2092/2302, 7-9=-3010/2962, 9-10=-3291/3182 BOT CHORD 1-16=2794/3284, 14-16=-2104/2489, 13-14=-1523/1946, 11-13=-2081/2297, 10- 11 =-2776/2984 WEBS 2-16=-494/656,4-16=-524/787, 4-14=-867/924, 5-14=-637/661, 6-13=-637/661, 7-13=-867/924, 7-11=-524/787, 9-11=-494/656 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh h=17N; B=45fF L=40h; eave=5f; Cat. II; Exp D; Encl., GCIPI Ml (directional) and C-C Exterior(2) 0-0-0 to 4-0-0, Intenor(1) 4-0-0 to 19-0-0, Extedor(2) 19-0-0 to 26-7-14, Interior(1) 26-7-14 to 40-0-0zone;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 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 get bottom chord live load nonconcument with any other live loads. 6) "This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 61=11b) 1=1214,10=1214. Walter P. Finn PE No.12839 14Tek USA, Inc. FL Cad 66U 6904 Parke East Blvd. Tampa FL 33819 Date: December 2,2019 O WARNING - Verllydeslgnperameleraend READ NOTES ON THIS AND INCLUDED MREKREFERANCE PAGE M/H473rev. IaVilBIS BEFORE USE. Design valid for use only with Ni 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 lndlvldual truss web and/or chard members only, Additional temporary and permanent bracing M!Tek' 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 fusses and truss systems, seeANSVIPII to lBy Criteria. DSB49 and SCSI luIltlYlp Component 6904 Perko East Blvd. Safety Informationavallable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexantlda, VA 22314, Tampa, FL 33610 Job Truss Truss Type Cry, Ply BUENO T18784494 76466 A3 Hip 1 1 Job Reference (optional) unamoers I miss, Inc., ran rierce, rL 0.0su n "uv m ­u, . e,.,,,uu„u. ... 1. 1-- . ��,. , =yo , ID:Di_kLpbNcSSpMOGBTZv7OryD5HR-ab)GwdfSOeblg7m3biDZgjR6Y519pg7_05cxeXyD1NM d 3x8 = Scale=1:68.8 5x8 MT18HS= 5.00 12 5AI MT18HS = 525 626 14 13 1. 46 = 4x6 = 3x8 = 0 11 LOADING (pat) 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 0.67 BC 0.65 WB 0.70 Matrix -MS DEFL. Vert(LL) Vert(CT) Hom(CT) Wind(LL) in (loc) Well L/d -0.5711-13 >841 360 -0.7411-13 >648 240 0.13. 10 Na n/a 0.6914-16 >698 240 PLATES MT20 MT18HS Weight: 193111 GRIP 244/190 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-0-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=1480/0-8-0, 10=148010-8-0 Max Ham 1=-359(LC 10) Max Uplift 1=-1214(LC 12). 10i 214(LC 12) Max Grill 1=1520(LC 17), 10=1520(LC 18) FORCES. (III) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3259/3272, 2-4=-2988/3083, 4-5=-2250/2550, 5-6= 2075/2429, 6-7=-2250/2550, 7-9=2989/3083, 9-10=-3259/3272 BOT CHORD 1-16_ 2916/3222, 14-16=-2307/2575, 13-14=-1824/2120, 11-13=-2284/2390, 10-11=-2894/2954 WEBS 2-16=464/623,4-16=-458/669, 4-14=-786/829, 5-14= 563/681, 6-13=-563/681, 7-13=-786/829,7-11=458/669, 9-11=-464/623 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; Irl B=45ft; L=40ft; eave=5ft; Cat. II; Este D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 17-0-0, Exterior(2) 17-0-0 to 2277-14, Interior(1) 22-7-14 to 23-0-0, Extedor(2) 23-0-0 to 28-7-14, Intedor(1) 28-7-14 to 40-0-0 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) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This Muss 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 = 10.0li 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=1214, 10=1214. Welter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 6634 0904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 0 WARNING -Verity design paremefers omf READ NOTES ON THIS AND INCLUDED MTTEKREFERANCE PAGE 111II-74M rev. 10/DY101S BEFORE USE. Design valid for use only with MBek® connectors. This design Is based only upon parameters shown, and Is for an Individual bulltling 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 tleslgn, Bracing Indicated is to prevent buckling of lndNlduai 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 brocing of trusses and truss systems, seeANSVTPl1 CualBy CMnlo, DSBl and BCSI Bull Component 6904 Parke East Blvd. Safety Informatbmvallable from Truss Plate Institute, 218 N. Loe Street Suite 312. Alexandria. VA 22314. Tempe, FL 33610 I Job Truss Truss Type r city Ply BUENO T78784495 76466 A4 Hip 1 1 Jab Reference (optional) I unarinDi r was, Inc., ron narce, d e- IOkoDsc GnVOiYLT8dIMUBzvD1 NL Scale = 1:68.8 axis 5.00 F12 3x4 = 5xB = 3 22 234 24 25 5 13 12 " LO ,. 9 8 3xe = 3x4 II 46 3xB = 3x4 II 3x6 = 3xB = 48 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress [nor YES BCDL 10.0 Code FBC2017/rP12014 CSI. TC 0.77 BC 0.63 INS 0.43 Matrix -MS DEFL. in Ven(LL) -0.34 Ven(CT) -0.65 Horz(CT) 0.14 Wind(LL) 0.39 floc) III Ud 9-12 >999 360 9-12 >735 240 7 r/a n/a 9-12 >999 240 PLATES MT20 MT18HS Weight: 196 lb GRIP 244/190 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or3-10-13 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-12. 6-9 REACTIONS. (lb/size) 1=1480/0-8-0, 7=1480/0-8-0 Max Horz 1=317(LC 10) Max Uplift 1=-1214(LC 12), 7— 1214(LC 12) Max Gray 1=1490(LC 17), 7=1490(LC 18) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3248/3334, 2-3= 2505/2686, 3-4=-2246/2629, 4-5=2246/2629, 5-6=-2505/2686, 6-7=-3248/3334 BOT CHORD 1-13=-2975/3131, 12-13=2975/3132, 9-12=-2215/2351, 8-9= 2953/2958, 7-8=-2953/2957 WEBS 2-13_ 8/294, 2.12=-905/978, 3-12= 569/650, 4-12=-330/331, 4-9=-330/331, 5-9=-569/650, 6-9=-906/978, 6-8=-8/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170ni (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=40tt; eavei Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 15-0-0, Extedor(2) 15-0-0 to 20-7-14, Intedor(1) 20-7-14 to 25-0-0, Exterior(2) 25-0-0 to 30-7-14, Interior(1) 30-7-14 to 40-0-0 zone;C-C for members and tomes & 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 nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.0psf. 7) Provide mechanical connection (by others) of truss to Dealing plate capable of withstanding 100111 uplift at joint(s) except (jt=lb) 1=1214,7=1214. • Walter P. Finn PE No.1i939 Mil USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date; December 2,2019 O WARNING - Verilydealgn Parameters antl READ NOTES ON TH/SANDINCLUDED MREKREFERANCEPAGEMl47473mv?M=015 BEFORE USE. Deslgn valid for use only with Mfri connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �'- a truss system. Before use, the bulltling designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Indicated is to buckling Individual truss web chord members only.. Additional temporary and permanent bracing MiTek' building design. Bracing prevent of and/or Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPI I Gualfly Cdtodo, blill and BCSI Building Compononl 6904 Parke East Blvtl. Safety Infamlanomavolloble from Truss Plate Institute. 218 N. Lee Street Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Z Job Truss Truss Type r Otys Ply BUENO T78784496 76466 A5 Hip 1 1 Job Reference (optional) Gnarmars l russ, Inc., ton vierce, FL 002 a..vIazara mu es nmuenn es, ir". neon r�u cioac.rr<v,o ID:DI kLpbNcSSpMOGBTZv7OryD5HR-W_iSLlhlyGrl4RwRj7F11BWRNvkOHi3HsP52j 0 5x6 3x4 11 5x8 = Scale = 1:67.6 7 Id 14 13 11 '" 9 8 3.6 = 3.4 II 3x4 = 4x6 3x8 = 4x6 31 = 3.4 II 3x8 = LOADING (Pat) SPACING- 2-0-0 CS'. DEFL. in (too) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip I 1.25 TC 0.71 Ven(LL) -0.22 11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT)-0.4311-13 >999 240 BCLL 0.0 ' Rep Stress ]nor YES WE 0.79 Horz(CT) 0.14 7 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matdx-MS Wind(LL) 0.42 11 >999 240 Weight: 1971b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-9-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=148010-8-0.7=1480/0-8-0 Max Horz 1=-275(LC 10) Max Uplift 1— 1214(LC 12), 7=-1214(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-3229/3355, 2-3=2658/2889, 3-4=-2775/3132, 4-5=-2775/3132, 5-6=-2658/2889, 6-7= 3229/3355 BOT CHORD 1-14=-2984/2950, 13-14=-2984/2950, 11-13— 2297/2403, 9-11=-2275/2403, 8-9= 296212935, 7-8=-2962/2935 WEBS 2-14=-29/274, 2-13=-746/811, 3-13=-372/488, 3-11=-552/611, 4-11=-437/661, 5-11=-552/611, 5-9=-372/488, 6-9=-747/811, 6-8=-29/274 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17tt; B=45ft; L=40ft; eave=5tt; Cat. 11; Exp D; Encl., GCpi=O.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 13-0-0, Exterici 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 27-0-0, Exterior(2) 27-0-0 to 32-7-14, Interior(1) 32-7-14 to 40-0-0 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 pending. 4) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for alive load of20.Opsf on the bottom chord in all areas where a. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=1214, 7=1214. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cud 0834 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 ,&WARNING -Verity design paremelereand READNOTES ON THASAND/NCLUDED MREKREFERANCEPAGEM/F7473mv iN0=015 BEFORE USE. Design valid for use only with M6ea connectors. Phis design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the bulltling deslgner 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 requlmd for stability and to prevent collapse with possible personal Injury and property damage. For genaml guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems eeeANSVIPII Cuall Cmnb, DSBA9 and BCSI Building Component 69N Parke East Blvd. Safety Nformatbrpvallable from Truss Plate Institute. 218 N, Lea Street Suite 312, Alexandria. VA 22 14. Tampa, FL 33610 Job Truss Truss Type r city, Ply BUENO T18784497 76466 A6 Hip 1 1 Job Reference o tional uramaers i russ, Inc., Von YIDICe, rL an]za s nov l C Za l M .. r en rn.eeal. , mL. mOu vnu c 4 i L 7xB = 46 = Son 112 4 28 529 6 7x8 = 730 31 8 Scale =1:72.0 3xe = 4x6 = 3xB = 46 = 3x6 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL, in (Joe) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.64 Vert(LL) -0.26 15-16 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.48 15-16 >994 240 BCLL 0.0' Rep Stress lncr YES WB 0.88 Horz(CT) 0.14 10 'n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.47 15-16 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SO No.3 REACTIONS. (lb/size) 2=1591/0-8-0, 10=159110-8-0 Max Horz 2=-276(LC 10) Max Uplift 2=-1433(LC 12). 10=-1433(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3— 3194/3298, 3-4=-2796/3032, 4-5= 3150/3419, 5-7=-3150/3419, 7-8=-3151/3421, 8-9=-2796/3032, 9-10= 3194/3298 BOT CHORD 2-19=-2797/2885, 18-19= 2797/2885, 16-18=-2321/2545, 15-16151, 13-15=-2366/2545,12-13=-2843/2885,10-12=-2843/2885 WEBS 3-18=-582/670,4-18=-425/466,4-16=-840/854, 5-16=-341/539, 7-15=-399/551, 8-15=-843/855, 8-13=-424/466, 9-13— 583/671 PLATES GRIP MT20 244/190 Weight: 208 lb FT=20% Structural wood sheathing directly applied or 3-7-2 oc puffins. Rigid ceiling directly applied or 4-1-2 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsh h=17h; B=45ft; L=40N; eave=5tt; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-11 to 1-11-5, Interior(1) 1-11-5 to 11-0-0, Exterior(2) 11-0-0 to 16-7-14, Intedor(1) 16-7-14 to 29-0-0, Extedor(2) 29-0-0 to 34-7-14, Interior(l) 34-7-14 to 42-0-11 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 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 2=1433. 10=1433. I Walter P. Finn PE No.22839 MiTek USA Inc. FL Ced 6634 68D4 Parke Fast Blvd. Tampa FL 33810 Date: December 2,2019 ,&WARNING- Verifydesl9npemmefemend BEAD NOTES ON THIS AND INCLUDED MrTEKBEFEBANCE PAGE MIP74M I. Total BEFORE USE. Wit valid for use only with Mnek& 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 appllcablllty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual russ 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 fabricator,trusses istorage, delivery, erection and bracing of and huss systems, seeANSVypil Quality CrBedo; DS0419 and SCSI BuBdmO Component' East 6904 Parke East BNtl. Parke Sorely Nformatbmvallable from Truss Plate Institute, 218 N� Lee Street Suite 312, Alexandria, VA 22314, Tam t0 P a, Job Truss Truss Type I Olyr Ply BUENO T78784498 76466 A7 Hip 1 1 Job Reference (optional) Chambers I russ, Inc., FOR PlerC9. PL ti s NOV 1 e ew a MI I ex Inc. Man uec 21 a:J2:9J La I SxB MT18HS = 3.4 II 5.00 F12 4 26 5 3x4 = SxB MT18HS = 5x6 MT18HS = 6 7 27 B Scale=1:72.0 3.4 o, R shxa i 3L5�� 9 zs r 28 24 29 z I 3x6 = 17 16 15 14 13 12 3x4 = 4x6 = 3x10 = 3x5 = 4x6 = 3x4 = a 0 71I7 3x6 = 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 0.78 BC 0.60 WE 0.49 Matti DEFL. Veri(LL) Van(GT) Horz(CT) Wind(LL) in (loc) I/deft Lid -0.34 14-15 >999 360 -0.6714-15 >721 240 0.16 10 n/a n/a 0.6314-15 >763 240 PLATES MT20 MT78HS Weight: 1951b GRIP 244/190 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-10-3 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15, 8-14 REACTIONS. (lb/size) 2=1591/0-8-0, 10=1591/0-8-0 Max Hom 2=234(LC 11) Max Uplift 2=-1433(LC 12), 10=-1433(LC 12) - FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3237/3439, 3-4=-3001/3161, 4-5=-3823/4042, 5-7=-3823/4042, 7-8=-3823/4044, 8-9=-3001/3161, 9-10— 3237/3438 BOT CHORD 2-17=-2955/2953, 15-17=-2532/2749, 14-15=-3621/3823, 12-14=-2577/2749, 10-12=-3001/2953 WEBS 3-17= 336/519, 4-17=-248/408,4-15=-1311/1294, 5-15=415/637,7-14=-454/640, 8-14=-1314/1295, 8-12=-247/408, 9-12=-337/519 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-10; Vi 1701 (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 1-11-5, Interior(1) 1-11-5 to 9-0-0, Exterior(2) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 31-0-0, Extedor(2) 31-0-0 to 36-7-14, Intedor(1) 36-7-14 to 42-0-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip Di1.60 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 nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 2(1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joints) except Qt=lb) 2=1433, 10=1433. • Walter P. Finn RE No12839 NiTek USA, Inc. FL CeN8834 6804 Parka East Blvd. Tampa FL 33610 Date: ' December 2,2019 Q WARNING -Vexllydesl9nParamerars and READ NOTES ON THIS AND INCLUDED MREKREFERANCE PAGE MII-7473rev. 100IM2015 BEFORE USE. Design valid for use only with M6ekO connectors, This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, Me building designer roust verify the oppllcablllN of design parameters and properly Incorporate this design Into the overall building design, Bracing indicatetl 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 }rases and truss systems. SeeANSUVII callMy Cdi DS249 and BCSI Bulding Component ivtl. B e East 6904 Parke Safotp lnfonnationavallable from Truss Plate Institute, 218 N. Lee Sheet, Sulfa 312, Alexantlna, VA 22 14. Tam P a, 3as Job Truss Truss Type ' Otyr Ply BUENO T18784499 76466 ATA Attic 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Dec 2 10:32:44 2019 Page 1 ID:DI_kLpbNcSSpMOGBTZv7OryD5HR-xZKbzKjaFBEKxuf00FokNn8yp6g7T66jYNKiKlyD1 NH 11-4-13 -2-0-0 5.104 8-7-3 8 9 810 0-0 11-2-9 14-1-12 20-0 0 22-0-0 2-60 5AD'I 2-845 0-2-5 7.28 1.2-8 0-25 2-8-15 5-10-4 2-0-0 Scale = 1:38.8 3x6 = �d 31 II ___.... ._.._-. 31 II 5.70.4 14.1-12 20-0-0 5.70.4 8-3.8 5-10-4 Plate Offsets (x Y)-- [2'0-5-1 0-1-12] [5:0-3-0 Edge][8:0-3-i 0-1-81 LOADING lost) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(ILL) -0.39 10-12 >621 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Verl(CT) -0.6310-12 >381 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES W B 0.58 Horz(CT) 0.04 8 Na WE BCDL 10.0 Code FBC20177TPI2014 Matdx-MS Wind(LL) 0.30 10-12 >803 240 Weight: 971b FT=20% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except" e-11: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 REACTIONS. lb/size) 2=93410-8-0, 8=934/0-8-0 Max Horz 2=212(LC 11) Max Uplift 2=-776(LC 12), 8=-776(LC 12) Max Gray 2=1096(LC 18), 8=109119) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1998/1012, 3-4- 1702/1033, 4-5=-248/988, 5-6=-240/988, 6-7=-1702/1041, 7-8=-2000/1020 BOT CHORD 2-12=-696/1772, 10-12=-696/1772, 8-10=-696/1772 WEBS 7-10=0/641, 3-12=0/634, 4-6=-2821/1369 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsf; Irl B=45ft; L=24ft; eave=4tt; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 1-0-10, Interior(1) 1-0-10 to 10-0-0, Exterior(2) 10-0-0 to 13-0-0, Interior(1) 13-0-0 to 22-0-11 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 Dal) on member(s). 3-4, 6-7, 4-6 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-12 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except Qt=lb) 2=776, 8=776. 9) Attic room checked for U360 deflection. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Data: December 2,2019 QWARNING- Ver/rydes/gnparemetersand READ NOTES ON THISAND INCLUDED MmEKREFERANCEPAGEMIF747are, 1B1XV2015BEFORE USE. Design valid for use only with Mnek® 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 tleslgn parameters and properly Incorporate this design Into the overall building tleslgn. Brocing Indicated is to prevent buckling of lndlvldual 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 damoge. For general guidance regarding Me fabrication, storage, dellvery, erection and bracing of trusses and truss systems, seeANSVTPl I Qua[ My Criteria, DSBA9 and BCSI Wrdetp Component rk East B 6904 Parke East Blvd. Safety Infonnallonavailable from Truss Plate Institute. 218 N. Lee Street Suite 312, Alexandria. VA 22 14, P33610 Tam a, Job Truss Truss Type a Cry, Ply BUENO T18784500 76466 B Hip 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL a 3.6 = a.aZU s NOV IU Cmtl MI I eK Inausmes, Inc. men Vec L IU;Je:40 eUitl rue. IOGBTZv?OND5HR-PluzBokD?UMBY2ECvzKzw_a7_W 4LCTOtm13FsByD1 NG Scale=1:68.8 5.00 12 5x6 = Sx6 = 6 6 14 13 5x6 WS= 4x6 = 34 = 1?d LOADING (pso 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 0.67 BC 0.66 W B 0.99 Matrix -MS DEFL. Veri Vert(CT) Horz(CT) Wind(LL) in (too) I/i L/d -0.31 11-13 >999 360 -0.5511-13 >870 240 0.13 10 Na Na 0.37 14, >999 240 PLATES GRIP MT20 244/190 Weight: 2061b FT=20% LUMBER- BRACING- - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or4-1-1 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 10=1480/Mechanical, 1=1480/0-8-0 Max Horz 1=-401(LC 10) Max Uplift 10=-1214(LC 12), 1=-1214(LC 12) Max Gray 10=1523(LC 18), 1=1523(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3291/3182, 2-4=-3009/2962,4-5=-2092/2302, 5-6=-1956/2193, 6-7=-2092/2302, 7-9=-3010/2962, 9-10=-3291/3182 BOT CHORD 1-16=-2794/3284, 14-16=-2104/2489, 13-14=-152311946, 11-13= 2081/2297, 10-11= 2776/2984 WEBS 2-16=-494/656,4-16=-524/787, 5-14=-637/661, 4-14=-867/924, 6-13=-637/661, 7-13=-867/924, 7-11=-5241787, 9-11=-494/656 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132ri TCDL=4.2pst BCDL=3.Opsf; h=171t; B=45ft; L=40ft; eave=5H; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0.0.0 to 4-0-0, Interior(1) 4-0-0 to 19.0-0, EMedor(2) 19-0-0 to 26-7-14, Interior(1) 26-7-14 to 40-0-0 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 pending. 4) All plates are 3x4 MT20 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) except (jt=lb) 10=1214,1=1214. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6804 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 ,&WARNING-Verlry tleslgn peramefere end REAP NOTES ON THIS AND INCLUDED MREKREFERANCE PAGE MII-74y1nv. 1041 BEFORE USE Design valid for use only with MIIei connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, Me building designer must verify Me applicability of tleslgn parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of lndlvltlual 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 Me storage. delivery, erection and bracing of trusses and truss systems, seeANSViPII OualBv CMM O, DSBd9 and SCSI BuBdhp Component 22314, 6904 Parke East Blvd.fabrication, Tampa, FL 33610 Safely Nrormatbrpvoiloble from Truss Plate Institute, 218 N. We Street Suite 312, Alexandria, VA Job Truss Truss Type f Cry, Ply BLEND, T18784501 76466 B1 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Dec 2 10:32:46 2019 Page 1 ID:Di_kLpbNCSSpMOGBTZv7OryD5HR.txSLOOlmoU2ACpPWgrCSCDlnwOpx?rO?hpoOdyD1 NF 7-2-12 13-0-14 17-0-0 23-60 2fi-11-2 32-9.4 40-0-0 7-2-12 5-00-2 ~ 3-11-2 6.0.0 3-11-2 5-10.2 7-2-12 5xS MT18HS= 5.00 12 525 4x6 = 3x6 = 5xB MT18HS= 626 14 13 4x6 = Scale=1:68.8 3x8 = 10-0-9 17-0-0 23-0.0 2941-7 - - 40-0.2 10.0.9 6-11-7 6-0-0 6-11-7 10.a Plate ONsets(XY)-- ft0-0-10Edge] [3:0-3-OEdge] [5.0-5-00-2-41 f6.0-5-00-2-41 [8:0-3.OEdgel (10.0-0-1 Edael f1P0-4-20-1-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vol -0.57 11-13 >841 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Ven(CT) -0.74 11-13 >648 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES WE 0.70 Hom(CT) 0.13 10 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matdx-MS Wiril 0.69 14-16 >698 240 Weight: 194 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 10=1480/Mechanical, 1=1480/0-8-0 Max Hom 1=359(LC 10) Max Uplift 10=.1214(LC 12), 1=-1214(LC 12) Max Grav 10=1520(LC 18). 1=1520(LC 17) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc patine. BOT CHORD Rigid ceiling directly applied or 4-0-3 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 3259/3272; 2-4=-2988/3083, 4-5=-2250/2550, 5-6= 2075/2429, 6-7=-2250/2550, 7-9=-2989/3083, 9-10=-3259/3272 BOT CHORD 1-16= 2916/3222, 14-16=-2307/2575, 13-14=-1824/2120, 11-13=-2284/2390, 10-11=-2894/2954 WEBS 2-16=-464/623, 4-16=-458/669, 5-14=-563/681, 4-14=-786/829, 6-13=-5631681, 7-13=-786/829, 7-11=-458/669, 9-11=-464/623 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vull=170mph (3-second gust) Vasd=132mph; TCOL=4.2pst BCDL=3.Opst h=171t; B=45ft; L=40tt; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.1& MW FRS (directional) and C-C Extedor(2) 0-0-0 to 4-0-0. Interior(1) 4-0-0 to 17-0-0, Exterior(2) 17-0-0 to 22-7-14, Intador(1) 22-7-14 to 23-0-0, Enterior(2) 23-0-0 to 28-7-14, Interior(1) 28-7-14 to 40-0-0 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) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except 61=I1b) 10=1214, 1=1214. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date; December 2,2019 Q WARNING- yerllyaeafgn paverr send REAP NOTES ON THISAND INCLUDED WE KREFERANCEPACEA11,7473re, laOS&O15SEFOREUSE Wit valid for use only with MBek6 connectors, lhls 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 bpplicabaity, of design parameters and properly Incorporate this design Into me overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional emporary 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, seeANSt/1P11 CuolBV Cftda, DSO-89 and BCSI Bu9tling Component. Take t Blvd. Eas 6994 PakEast Safety Infomtationavalloble from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandra, VA 22914. Tam P a, t0 Jab Truss Truss Type Otyr Ply BUENO T18784502 76466 B2 Hip 1 1 Job Reference (optional) cnamoem I russ, Inc., ran rrerce, rL o.oeu s rVuv Is <v re rn r en n Nusuies, e,4 ,v,u„'c' < , V Ne.Yi ao m 5.00 12 5xB = 3x4 = 5x8 = 3 22 234 24 25 5 Scale =1:69.1 7 7 Id 0 13 12 `- ---9 8 3xfi 3x4 II 3z6 = 4x6 = 3z4 II 3x8 = = _ 46 = 3x6 = 3z4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Gdp DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress [nor YES BCDL 10.0 Code FBC2017lrP12014 CSI. TC 0.77 BC 0.63 WB 0.43 Matml DEFL. in Vert(L-) -0.34 Vert(CT) -0.65 Horz(CT) 0.14 Wind(LL) 0.39 (loc) I/dell IJd 9-12 >999 360 9-12 >735 240 7 rVa rJa 9-12 >999 240 PLATES MT20 MT18HS Weight: 197111 GRIP 244/190 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc puffins. BOT CHORD 2x4 SP M 30 SOT CHORD Rigid ceiling directly applied or 3-10-13 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 2-12.6-9 REACTIONS. (lb/size) 7=1480/Mechanical, 1=1480/0-8-0 Max Horz 1=-317(LC 10) Max Uplift 7=-1214(LC 12), 1— 1214(LC 12) Max Grav 7=149118), 1=1490(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD ' 1-2=-3248/3334, 2-3=-2505/2686, 3-4=-2246/2629, 4-5_ 2246/2629, 5-6=-2505/2686, 6-7=-3248/3334 BOT CHORD 1-13=-2975/3131, 12-13= 2975/3132, 9-12=-2215/2351, 8-9= 2953/2958, 7-8=-2953/2957 WEBS 2-13=-8/294, 2-12=-905/978, 3-12=-569/650,4-12=-330/331, 4-9=-330/331, 5-9=-569/650, 6-9=-906/978, 6-8=-8/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; IrI B=45tt; L=40N; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; III (directional) and C-C Exterior(2) 0-0-0 to 4-0-0, Intedor(1) 4-0-0 to 15-0-0, Extedor(2) 15-0-0 to 20-7-14, Intedor(1) 20-7-14 to 25-0-0, Exterior(2) 25.0-0 to 30-7-14, Intedor(1) 30-7-14 to 40-0-0 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 pat bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 7=1214, 1=1214. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cod 6834 6904 Parke East Blvd. Tampa FL 3381D Data: 7 December 2,2019 Q WARNING -Verify design parameters and READ NOTES ON MIS AND INCLUDED MmEKREFERANCE PAGE MII-747a rev. fecal BEFORE USE. Design valid for use only with Mlrakal connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a buss system. Before use, the building designer must verify the applicablllty of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individuol 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 properly damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems. seeANSUIPD 43uallh CrBeda; OS949 and BCSI Building Component ParkeEast 69n4 Palle East Blvd. Safely Informatbnovallable from Truss Plate Institute. 218 N. Lee Sheet, Suite 312. Alexandria. VA 22 14. Tam a, B P Job Truss Truss Type ' Oty' Ply BLEND T18784503 76466 B3 Hip 1 1 Job Reference (optional cbambers I russ, Inc., ton tierce, rL a.JZU a NOV 1 e au r a MI I erc Inausmes, Inc. IVIUII UUU G r W Od.41 m i. ray. , b Scale = 1:677 5xB = Sx8 = ae 3 23 24 4 25 26 5 14 13 " 11 'W 9 a 4x6 = 3x8 = 4x6 = 3x8 = 3x6 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Ve art-0.22 11 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Van(CT)-0.4311-13 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(CT) 0.14 7 n/a Ill BCDL 10.0 Code FBC2017/TP12014 MaMx-MS Wind(LL) 0.42 11 >999 240 Weight: 1981b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SO M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc pudlns. BOT CHORD 2x4 SO M 30 BOT CHORD Rigid ceiling directly applied or 3-9-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. IIb/size) 1=1480/0-8-0, 7=1480/Mechanical Max Horz 1=275(LC 1 J ) Max Uplift 1=-1214(LC 12), 7=-1214(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3229/3355, 2-3=-2658/2889, 3-4=-2775/3132, 4-5=-2775/3132, 5-6=-2658/2889, 6-7=-3229/3355 BOT CHORD 1-14=-2984/2950,13-14=-2984/2950,11-13=-2297/2403,9-11=-2275/2403, 8-9=-2962/2935, 7-8=-2962/2935 WEBS 2-14=-29/274, 2-13=-746/811, 3-13=-372/488, 3-11=-552/611, 4-11=-437/661, 5-11=-552/611, 5-9= 372/488, 6-9=-747/811, 6-8=-29/274 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1711; B=45ft; L=40tt; eave=51t; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 13-0-0, Exterior(2) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 27-0-0, Extedor(2) 27-0-0 to 32-7-14, Interior(1) 32-7-14 to 40-0-0 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 3x4 MT20 unless otherwise Indicated. 5) This truss has been designed for a 10.0 lost 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 tal I by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 Ib uplift at joint(s) except of=lb) 1=1214,7=1214. Walter P. Finn PE No.22839 MITI USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date; December 2,2019 Q WARNING.Vedrydes/gnpare.0onsand READ NOTES ON THIS AND INCLUDED MNEKREFERANCE PAGE MIF74M.v. 1041341015 BEFORE USE. Design volld for use only with MBekD connectors. This design Is based only upon parameters shown, and Is for an IndNlducl 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 at Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is alwaysrequired for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrlcalon: slaoge, delivery, erection and bracing of trusses and truss systems, sooAffil t Quality Criteria, 10511A9 and BCSI Bull Component 6904 Parke East Blvd. Safety Informationa lloble from Truss Plate Institute, 218 N, Lee Street Suite 312, Alexanddo, VA 22314, Tampa, FL 33610 Job Truss Truss Type r Cry, Ply BUENO T18784504 76466 B4 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Mend, FL 784 1132 -0-9 170 mzJ v S Nov ltl 2Ultl MI I eK Incidentals, Inc. Mon Dec z ro:acva Zme rage i ID:Di_kLpbNcSSpMOGBTZv7OryD5HR-pKa5pim51PkIPVynd5tgXdldVj61 PrOJT71VTW yD1 ND 7 --3--2-0 40.0.0 11-3 220 200 3--2-0 33-0122-0- Scale=1:70.6 5x8 MT18HS = 6.8 MT18HS = 4x6 = s nnF'7 4 27 528 6 729 9 16 „ •' 13 •_ •• 3x6 0 4x6 = &B = 4x6 = 3x8 = LOADING (Pat) SPACING- 2-0-0 C51. DEFL. In (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL)-0.2614-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT)-0.4814-15 >990 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WE 0.88 H=(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.4814-15 >997 240 Weight: 206 In FT=20% LUMBER- BRACING - TOP CHORD 2x4-SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-7 Inc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied Or 3-9-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 10=1477/Mechanical, 2=1594/0-8-0 Max Horz 2=267(LC 11) Max Uplift 10=-1207(LC 12), 2=-1439(LC 12) FORCES. (III) -Max. Comp./Max. Ten. -Aft forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3201/3338,3-4=-2804/3073,4-5=-3160/3477, 5-7=-3160/3477, 7-8=-3165/3488, 8-9=-2816/3055;9-10=-3234/3346 BOT CHORD 2-18=-2957/2891, 17-18=-2957/2891, 15-17=-2481/2552, 14-15= 3077/3165, 12-14=-2441/2562,11-12=-2946/2925, 10-11=-2946/2925 WEBS 3-17=582/669, 4-15=-845/859, 4-17=-425/466, 5-15=-341/539, 8-12=-442/480, 7-14= 399/536, 8-14=-827/855,9-12— 615/711 NOTES- 1) Unbalanced met live loads have been considered for this design. 2) Wind: ASCE7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opst h=17ft; B=45ft; L=40tt; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-11 to 1-11-5, Interior(1) 1-11-5 to 11-0-0, Exterior(2) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 29-0-0, Extedor(2) 29-0-0 to 34-7-14, Interior(1) 34-7-14 to 40-0-0 zone;C-C for members and tomes & MWFRS 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) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has beendesigned 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 011=11c) 10=1207, 2=1439. Welter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Bind. Tampa FL 33610 Date: December 2,2019 Q WARNING- Verily tleslgn paramerefs antl HEAD NOTES ON THISAND INCLUDED MREKREFERANCEPAGEMIF7473rev. 10031015 BEFORE USE. Design volltl for use only with MOek® connectors. this design is based only upon parameters shown, and Is for on Individual building component, not ��- a truss system. Before use. the building deslgner must verify the applicability of design parameters and properly Incorporate this design Into the overall building tleslgn, Bracing Indicated is to prevent buckling of lndivltluaI truss web and/or chord members only. Additional temporary and permanent bracing WGIC Is always required for stablllty, and to prevent collapse wM possible personal Injury and property damage. For general guidance regarding the cladcaflon storage, delivery, erection and bracing of trusses and truss systems, seeANSIy1PI1 Cualih 6mnb, D5849 and III Building Component 6904 Parke East Blvd. Safety Informalbnavoiloble from Truss Plate Institute. 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314, Tempe, FL 33610 Job - Truss Truss Type - City- Ply BUENO T78784505 76466 B5 Half Hip 1 1 Job Reference o tional Chambers Tress, Inc., Fort Pierce, FL -2-0-0 5-&12 9-0-0 2.0-0 { 5-9-12 3-3.4 5.8 MT1 OHS = 5.OD r12 d.d2U a NOV MlrexlnOUSIdes,IDC. MOn UeC e1U:Je:4e ZUla Scale =1:70.9 31 =5x6 We 3x4 II 5x8 WS=3x5 = 5x6 = 4 23 5 6 -24 7 8 9 25 10 3x4 O 3 22 21 2I I ffln�� 3x8 = 17 18 15 3x4 = 4x6 = 3x5 = 14 73 12 11 3x10 = 3x10 = 31 II Sea = 9-0-0 16-9-14 24.6.0 32-2-2 40.0.0 0.o.n zeta zoo >-aa Plate Offsets(XY)— 12:0-0-100-0-0114:0-5-40-2-41 [6.0-3-OEdge] f8'0-3-OEdcel 112:0-3-80-1-81 LOADING (psf) SPACING- 2-M CSI. DEFL, in (loc) III L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.33 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.6514-15 >734 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES We 0.60 Hoa(CT) -0.13 11 n/a Ida BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Wind(LL) 0.6314-15 >759 240 Weight: 207 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3*Except* BOTCHORD 4-15,5-14,9-14,10-12: 2x4 SP M 30 WEBS OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 11=1472JMechanical, 2=1588/0-8-0 Max Hoa 2=381(LC 12) Max Uplift 11=-1216(LC 12), 2=-1421(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250,(I1b) or less except when shown. TOP CHORD 2-3=-3230/3368, 3-4=-2997/3093, 4-5=-3857/3975,,5-7=3736/3775, 7-9=-3736/3775, 9-10=-2506/2529, 10-11=-1400/1532 BOT CHORD 2-17=-3359/2947, 15-17=-2939/2747, 14-15=-3975/3857, 12-14= 2529/2506 WEBS 3-17=-333/514, 4-17=-242/414, 4-15=-1255/1326, 5-15= 431/592, 7-14=-395/561, 9-14=-1391/1372,9-12=-1058/1285,10-12=-2771/2751 Structural wood sheathing directlyapplied or 2-2-0 oc pudlns, except end verticals. Rigid ceiling directly applied or 3-7-14 oc bracing. 1 Row at midpt 4-15, 5-14, 9-14, 10-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17it; B=45tt; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-11 to 1,-11-5, Intedor(1) 1-11-5 to 9-0-0, Exterior(2) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 39-104 zone;C.0 for members and tomes & 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joints) except Qt=lb); 11=1216,2=1421. Walter P. Finn :PE No.22839 Bii USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Data: December 2,2019 Q WARNING - Verily deslgnparemefers and READ NOTES ON THIS AND INCLUDED 111/TEKREFERANCEPAGEM/F7473 rev. 1001V2015 BEFORE USE. Design Valid for use only with MOek& connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not ��- a truss system, Before use, the bulltliog designer must verify the appllcablilty of design parameters and properly Incorporate this design Into the overall bullding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is olwaysfequlred for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSURII Oual criteria. DSB-89 and BCBI Building component. 69N Parke East Blvd. J Safety mformationavollobie from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexontlrla. VA 22 14. TamPa, FL 33610 Job - Truss Truss Type Oty' Ply BUENO T78784506 76466 E COMMON 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Nov 192019 MiTek Industries, Inc. Mon Dec 210:32:50 2019 Page 1 ID:Di kLpbNcSSpMOGBTZv?OryD5HR-IjisENoLg1 Tfp6AIWv8d203YXultxGcwJnOXOyD1 NB -2-0-0 4-4-0 8-8-0 - 10-8-0 2-0.0 4-4-0 4.4-0 2.0.0' 4x4 = axo Scale =1:23.7 la LOADING (pso 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 ]nor YES Code FBC2017/TPI2014 CSI. TC 0.36 BC 0.20 We 0.09 Matrix -MP DEFL. in Ve t(CL) 0.05 Ven(CT) -0.02 Horz(CT) -0.01 (too) Well Ud 6-12 >999 240 6-9 >999 240 4 rda WE PLATES GRIP MT20 244/190 Weight: 361la 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 7-2-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=432/0-8-0, 4=432/0-8-0 Max Hom 2=112(LC 11) Max Uplift 2=-716(LC 12),A=716(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (11 or less except when shown. TOP CHORD 2-3=-411/1257, 3-4=-411/1257 BOT CHORD 2-6=-939/340, 4-6=-939/340 WEBS 3-6=-607/189 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsk h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteriar(2)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 4-4-0, Exterior(2) 4-4-0 to 7-4-0, Interior(1) 7-4-0 to 10-8-11 zone; porch left and Fight exposed;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 lost bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 26.0psf 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except Qt=lb) 2=716, 4=716. Walter P. Finn PE No.22839 MRek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 AWARNING -VerilyEeslgnPar emefersardREADNOTES ONMIS AND INCLUDED MITEKREFERANCEPAGEMII-7478rev.iW032015eEFOREUSE. Design valid for use only with MITI 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 Me overall Bracing indicated is to buckling Individual truss members only. Additional temporary and permanent bracing MiTek' building design, prevent of web and/or chord Is always required for stablllty and to prevent collapse with possible personal Injury and property damage For general guidance regarding Me fabrication: storage, delivery, erection and bracing of trusses and truss systems, seeANSIM11 CuolNv Cdi ➢SB-89.and BCSI ButdlnD Component 6904 Parka£ast Blvd. Safety infonnutionavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22914. Tampa, FL 33610 Job Truss Truss Type cry` Ply BUENO T18784507 76466 G Hip - 1 1 Job Reference (optional) Unambers I russ, Inc., ran FlOrGO, FL JAZU a NOV le ZUle MI I eK Industries, Inc. NlOm Lap Z 1 U:JZ:J 1 ZU IV Scale =1:39.5 4x4 = 4z4 = 4 5 3x5 = 3x4 = "" 3z4 = 3x5 = LOADING (pso 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 CS'. TC 0.36 BC 0.39 We 0.17 Matrix -MS DEFL, in Ved(LL) -0.12 Verl(CT) -0.26 Horz(CT) 0.03 Wind(LL) 0.10 (loc) I/defl Ud 9-17 >999 360 9-17 >933 240 7 Na Na 9-17 >999 240 PLATES GRIP MT20 244/190 Weight: 91 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-9-7 oc bracing. WEBS 2x4 SIP REACTIONS. (lb/size) 2=851/0-8-0,7=851/0-8-0 Max Horz 2=195(LC 11) Max Uplift 2— 826(LC 12), 7=-826(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib).or less except when shown. TOP CHORD 2-3=-135911429, 3-4=-1095/1134, 4-5=-1024/1103, 5-6=-1095/1134, 6-7=1359/1429 BOTCHORD 2-11=-111211227,-9-11=-699/969, 7-9=-1160/1227 WEBS 3-1 1=-389/563,4-1 1 =-247/337, 5-9=-247/337, 6-9=-389/563 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132ni TCDL=4.2psf; BCDL=3.Opsf; h=17tt; B=45ft; L=24tt; eave=4ft; Cat. 11: Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-11 to 0-7-13, Intedor(1) 0-7-13 to 9-0-0, Extedor(2) 9-0-0 to 15-2-15, Interior(1) 15-2-15 to 22-0-11 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) 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 270-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=826, 7=826. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33810 Date: December 2,2019 Q WARNING - Verily aftafg paraletemenJ READ NOTES ON I'II/SAND/NCLUDEDMREKREFERANCEPAGEMn-74M an, 10/032015BEFORE USE. Design valid for use only with Mriela connectors. This design Is based only upon parameters shown. and Is for an individual building component, not ��- a truss system. Before use, the bull 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, seeANS1/IPII Quality Criteria, DSB.89 and SCSI Building Component Satoh,Informatiolnvoiloble from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandrla. VA 22 14, 6904 Page East Blvd. Tampa, FL 33610 Job Truss - - Truss Type ' Only- Ply BUENO T78784508 76466 GEE COMMON SUPPORTED GAB 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Dec 2 10:32:52 2019 Page 1 ID:Di_kLpbNcSSpMOGBTZv7OryD5HR-i5pcf3pcMeEBu7GZsxyciTTMsKd9LrNvNdG7cHyDi N9 -2.0.0 4-4.0 8-8-0 10-B-0 2 0 0 { 4-4-0 4-4.0 2.0-(3' Scala =1:23.7 4x4 = Ia 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 FBC2017/7PI2014 CS'. TC 0.57 BC 0.02 WB 0.12 Matrix-P DEFL. in Ved(LL) -0.03 Ved(CT) -0.04 Horz(CT) 0.00 floc) Vast Ud 7 n/r 120 7 n/r . 90 6 rJa n/a PLATES GRIP MT20 244/190 Weight: 38 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 10-0-0 oc bracing. OTHERS 2x4SP No.3 REACTIONS. All bearings 8-8-0. (lb) - Max Horz 2=-112(LC 10) Max Uplift All uplift 1001b or less at joint(s) 9, 10, 8 except 2=-429(LC 12), 6=-429(LC 12) Max Grav All reactions 2501b or less at joints) 2, 6, 9, 10, 8 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 3-10— 225/390, 5-8=-226/390 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; III7ft; B=45ft; L=24ft; eaveri Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Coril-2-0-11 to 0-11-5, Extedor(2) 0-11-5 to 4-4-0, Corri 4-4-0 to 7-4-0, Exterior(2) 7-4-0 to 10-8-11 zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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/rPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7) ' 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 9, 10,.8 except 0t=1b) 2=429, 6=429. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. Walter P. Finn PE No.22839 MiTek USA, Inc. FL 16634 6904 Parke East Blvd. Tampa FL 33610 Dale; December 2,2019 AWASINING-Verltyde gnperemateresndREADNOTES ONTHISANOINCLUOEOMREKREFERANCEPAOEMS74M...1"3cOISBEFOREUSE. wit valid for use only with MOekO connectors. This design Is based only upon parameters shown, and Is for on Individual building component not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall Is to buckling Individual huss only. Additional temporary and permanent bracing MiTek' building design. Bracing Indicated prevent of web and/or chord members Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobricotlon, storage, delivery, erection and bracing of houses and truss systems seeANSI/1PI1 Quality CMorks, Deli and BCSI Building Component 69N Parke East Blvd. Safety Informalbnovallable from Truss Plate Institute, 218 N, Lee Street Suite 312, Alaxondrlo, VA 22314, Tampa, FL 33810 Job Truss Truss Type ' Cty. Ply BUENO T78784509 76466 GRA Hip Girder 1 q Job Reference o tional Chambers T russ, Inc., Fort Fierce, FL a.aLu s Nov lu Luiu mii ex Industries, Inc. Mon Fee z i0;32;aa zu la rage i ID:Di_kLpbNcSSpMOGBTZv7OryD5HR-as37URs60tkdNkaK5nOYsJe7UynrHWzUIEEK12yD1N5 -2-0-0 3-9-14 7-0-0 12.3.7 17-5-2 22-fi-14 27-8-9 33.0.0 38.2.2 40-0-0 42-0-0 2.0.0 3.9-14 3-2-2 5-3-7 5-1-11 5-1-11 5.1-11 5-3.7 3-2-2 3.9-14 2-0-0 Scale =1:72.0 SxB MT18HS = 3.4 11 5x8 MT18HS = 5.00 F12 3x4 = 5x8 MT18HS = 3x4 = 3x4 = g 1. 39 40 " 41 17 42 .- 43 44 45 .- 46 47 14 48 - 49 50 '- 3x6 = 3.4 11 5x8 MT18HS = 31 = 3x4 = 4x4 = 3x4 11 3xB = 44 = 5x8 MT18HS = 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 lncr NO Code FBC2017/TP12014 CS'. TC 0.72 BC 0.86 WB 0.65 MaMx-MS DEFL. t(LL) Van Ven(CT) Horz(CT) in (too) I/deft Ud 1.13 15-16 >425 240 -1.0015-16 >482 240 -0.23 10 n/a n/a PLATES GRIP MT20 244/190 MT18HS 2441190 Weight: 38516 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-11-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=3049/0-8-0, 10=3049/0-8-0 Max Hom 2=191(LC 24) Max Uplift 2=-3072(LC 8), 10=-3072(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-6945/6731, 3-4=-9302/8954, 4-5- 10696/10186, 5-7=-10696/10186, 7-8=-10696/10187,8-9=-9300/8952,9-10=-6944/6730 BOT CHORD 2-19=-5972/6343, 18-19=-5991/6365, 16-18=-8636/9302, 15-16=-9868/10696, 13-15=-8633/9300,12-13=-5990/6365,10-12= 5971/6342 WEBS 3-19=-393/605,3-18=-3032/3435,.4-18- 1409/1469,4-16=-1422/1627, 5-16=546f708, 7-15=-555/707, B-15=-1425/1628, 8-13_ 1410/1470,9-13=-3030/3434,9-12=-393/605 NOTES- 1) 2-plytruss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 do. Webs connected as follows: 2x4.1 row at 0-9-0 Co. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17h; B=45h; L=40ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) All plates are MT20 plates unless otherwise indicated. 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 arectangle 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 100 to uplift at joint(s) except 01=1b) 2=3072,10=3072. Walter P. Finn PE No.22839 Mii USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 Date: December 2,2019 ,QWARNING- if.drydeelgnparemelemend HEAD NOTES ON THIS AND INCLUDED MTTEKREFENANCE PAGE MIN473Me I"W015 BEFORE USE. Design valltl for use only with MOeksKe connectors. This design Is based only upon parameters shown, and Is for an IndNldual 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 overoll building tleslgn, Bracing Indicated is to prevent buckling of individual I web and/or chord members only. Additional temporary and permanent bracing M!Tel( Is always required for stability antl to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fcbricoflon. storage, calvary, erection and bracing of trusses and truss systems, seeANSIMI1 Cual Cmodp, D111141i BCSI Bull Component; 6904 Pares East Blvd. Tampa, FL 33610 Safety InfmmdfbrFavalabie from Truss Plate Institute. 218 N, We Street, Suite 312, Alexandria. VA 22914. Job Truss Truss Type I Qty. Ply BLEND T78784509 76466 GRA Hip Girder 1 2 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.320 S NOV I 2U1B MI I eK Industries, Inc. Man use 21 u:3zlau 4ule rage ID:Di_kLpbNcSSpMOGBTZv7OryD5HR-as37URs6QtkdNkaK5nOYsJe7UynrHWzUIEEKII N5 NOTES- 10) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s).269 lb down and 497lb up at 7-",.1701b down and 227 Its up at 9-0-12, 170111 down and 227111 up at 11-0-12, 170 Its down and 227 Ib up at 13-0-12, 170 lb down and 227111 up at 15-0-12, 170 lb down and 227 Its up at 17-0-12, 170 lb down and 227111 up at 19-0-12, 170 Ito down and 227 lb up at 20-114, 170 Its down and 227 Ito up at 22-11-4, 170 Ib down and 2271b up at 24-11-4, 170 Ib down and 2271b up at 26-114, 170 Its down and 227 Ib up at 28-114, and 170 Its down and 227 It, up at 30-114, and 269 lb down and 4971b up at 33-0-0 on top chord, and 330 Its down and 4531b up at 7-0-0, 84 Ib down and 28 Its up at 9-0-12, 84 Ib down and 28 lb up at 11-0-12, 84 lb down and 28 Ib up at 13-0-12, 84 Its down and 28Ito .up at 15-0-12, 84 Its down and 28 Ib up at 17-0-12, 84 Its down and 28 Its up at 19-0-12, 84 lb down and 28 Ib up at 20-114, 84 Ib down and 28 lb up at 22-11-4, 84 lb down and 28 Ib up at 24-114, 84 Its down and 28 Its up at 26-11-4, 841b down and 28 lb up at 28-11-4, and 84 lb down and 28 Ib up at 30-114, and 330 Ib down and 453 Ib up at 32-11-4 on bottom chord. The design/selection of such connection devices) is the responsibility of others. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-9=-54, 9-11=-54, 20-23— 20 Concentrated Loads (Ib) Vert: 3=-178(F) 6=-105(F) 9=-178(F) 19=-282(F) 12=282(F) 27=-105(F) 28=-105(F) 29=-105(F)30— 105(F)31=-105(F) 32=-105(F) 33— 105(F) 34=-105(F) 35=-105(F) 36=-105(F)37=-105(F) 39=-61(F)40— 61(F)41= 61(F) 42=-61(F) 43=-61(F) 44=-61(F) 45=-61 (F) 46=-61(F) 47=-61(F) 48— 61(F)49=-61(F) 50=-61(F) Q WARNING- Vedlydeslgnparemefereend READ NOTES ON THISAND INCLUDED MREKREFERANCEPAGEMIA7473ev. 10/000M)MBEFORE USE. Design valid for use only with Mgek® 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 appllcablllly of design parameters and properly Incorporate this design Into Me overall building design, Bracing Indicated is to prevent buckling of Individual truss web and/or chard members only.. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANBUIPI I GuaIIH CModa, DSl and 901 Budding Component 6904 Parke East Blvd. Safety NformaMonivolloble from Truss Plate Institute, 218 M Lee Sheet, Suite 312, Aloxandrla. VA 22 14. Tampa, FL 33610 Job Truss Truss Type ' Oty, Ply BLEND T18784510 76466 GAB Half Hip Girder 1 2 Job Reference (optional) Chambers I rusS, Inc., Fon Ylerce, FL o.am s rvw ,e co m nn wn „ 5.00 12 3x6 = SxB MT1 BHS = 3x4 = 4 26 20 38 39 19 1840 41 3.4 11 5x8 MT18HS = 4x4 = 3x4 II '3x4 = 5x8 MTI8HS = 28 5 29 6 730 42 17 43 44 3x4 3x4 = 31 32 B 5x6 We= 4x5 = 13 9 34 1035 16 45 15 46 47 14 48 49 13 50 3x6 = 45 = 5.6 = 5x8 MT18HS = Scale = 1:70.9 5x6 = 37 11 12 52 3.6 11 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vart (CL) 1.07 16-17 >448 240 MT20 2"/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.9616-17 >499 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress lncr NO WE 0.49 Hom(CT) -0.20, 12 n/a n/a BCDL 10.0 Code FBC2017/7PI2014 Matrix -MS Weight: 408 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 4-11-13 oc bracing. 3-19,4-17,5-16,8-16,10-14,11-13: 2x4 SP.M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 12=3166/Mechanical, 2=302210-8-0 Max Horz 2=318(LC 8) Max Uplift 12=-2867(LC 8), 2=-2998(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6877/6541, 3-4=-9329/8766, 4-5=-10619/9813, 5-7=-10359/9491, 7-8=-10359/9491, 8-10=-8515/7758, 10-11- 5125/4651, 11-12=-3025/2849 BOT CHORD 2-20=-6116/6281, 19-20=-6135/6304, 17-19=-8766/9329, 16-17=-9813/10619, 14-16=-775B/8515,13-14=-4651/5125 WEBS 3-20=-392/616,3-19=-2977/3493,4-19=-1346/1380,4-17=-1192/1487, 5-17=-440/566, 5-16= 301/396,7-16=-587/763,8-16=-1971/2099,8-14=-1571/1679;10-14=3536/3857, 10-13=-2463/2503,11-13=-5223/5755 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 00. 2) All loads are considered equally applied to all plies, except if notedasfront (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph.(3-second gust) Vasd=132mph; TCDL=4.2psb BCDL=3.Opsf; h=17ft; B=45h; L=40ft; eave=5ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.6D 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 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 20.9psf 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=2867,2=2998. Walter P. Finn PE 1,10.22839 MiTek USA, Inc. FL Cod 6634 0904 Parke East Blvd. Tampa FL 33810 Date: December 2,2019 Jab Truss Truss Type r Oty- Ply BUENO T18784510 76466 GRB Half Hip Girder 1 2 Joh Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.320 s Nov 19 2019 M! I ek Industries. Inc. Mon Dec 2 10:33:00 2019 Page 2 ID:Di kLpbNcSSpMOGBTZv7OryD5HR-TeleKowdT5F2rLt5Kd5U19ohWZ9iDNZ4DsCVupyD1 N1 NOTES- 11) Hanger(s) or other connection devicd(s) shall be provided sufficient to support concentrated loads) 269 lb down and 497 lb up at 7-0-0, 170 It, down and 227 lb up at 9-0-12, 170 lb down and 227 lb up at 11-0-12, 1701b down and 227 lb up at 13-0-12, 170 Ile down and 227 Up up at 15-0-12, 170 Ib down and 227 lb up at 17-0-12, 170 lb down and 227 lb up at 19-0-12, 170 lb down and 227 Ib up at 21-0-12, 170 to down and 227 Ib up at 23-0-12, 170 Ib down and 227 Ile up at 25-0-12, 170 Ib down and 227 Ile up at 27-0-12, 170 Ib down and 227 Ib up at. 29-0-12, 170 He down and 227 lb up at 31-0-12, 17016 down and 227 lb up at 33-0-12, 170 Ib down and 227 Ib up at 35-0-12, and 170 lb down and 227 to up at 37-0-12, and 163 lb down and 225 Ib up at 39-0-12 on top Chard, and 330 Ito down and 453 lb up at 7-0-0, 841b down and 28 lb up. at 9-0-12, 84 Ito down and 28 lb up at 11-0-12, 84 lb down and 28 Ito up at 13-0-12, 84 He down and 281b up at 15-0-12, 84 lb down and 28 It, up at 17-0-12; 84 lb down and 28 Ib up at 19-0-12, 84 lb down and 28 Ib up at. 21-0-12, 84 lb down and 28 Ile up at 23-0-12, 84 lb down and 28 lb up at 25-0-12, 84 lb down and 28 lb up at 27-0-12, 84 He down and 28 Ito up at 29-0-12, 84 lb down and 28 lb up at 31-0-12, 84 lb down and 28 Ito up at 33-0-12, 84 Ito down and 28 It, up at 35-0-12, and 84 He down and 28 He up at 37-0-12, and 881b down and 26 Ile up at 39-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Veil: 1-3=-54, 3-11=-54, 12-21=-20 Concentrated Loads (lb) Vert: 3=-178(B) 6=105(B) 20=-282(B) 8=-105(B) 14=-61(B) 24=-105(13) 25=105(B) 26=-105(8) 27=-105(B) 28=-105(B) 29- 105(B) 30i 05(B) 31- 105(B) 32=-105(13)33=-105(B)34=-105(B) 35- 105(B)36=-105(B)37=-111(B)38=-61(B)39=-61(B)40=61(B)41=-61(B)42=-61(B)43=-61(B) "---61 (B) 45=-61 (B) 46=-61(B)47=-61(B)48=-61(B)49=-61(13) 50=-61(B) 51=-61(B) 52=-63(B) OWARNING-wvftydssr rPeramerereaed READ NOTES ON THISAND INCLUDED MREKREFERANCEPAGEM147473rev. lWMISBEFORE USE. Design for with Meek® connectors. 1h13 design Is based only upon parameters shown. and Is for an Individual building component, not ��- valid use only a truss system. Before use, the building designer must verify the appllcabllity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual true web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection end bracing of trusses and truss systems, seeANSi Ouollly Criteria, DSBi and SCSI Building Component Safety Infoenatbrnvailoble from Truss Plate Institute, 218 N, Lee Sheet, Suite 312. Alexandria. VA 22914, 69N Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type t city Ply BUENO T78784511 76466 GRG Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Nov 19 2019 Inc. Mon Dec 2 10:33:012019 Scale=1:39.5 5xe MT18HS = 3x4 = 17 4 18 5x8 MT18HS = 3x6 = 3x4 = 30 = 3xB = 19-14 7-0.0 140.0 1 &0.0 16.2-2 1 20.0.0 9.14 3.2-2 3.0.0 3 OO 3-2.2 3.9-14 Plate Offsets(XY)— [3:0-4-00-1-131 [5:0.4-00-1-131 LOADING (psp SPACING- 2-0-0 CS]. DEFL in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(ILL) 0.25 8-10 >946 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Ven(CT) -0.22 8-10 >999 240 MTI8HS 244/190 BCLL 0.0 ' Rep Stress III NO WB 0.26 Hoa(CT) -0.08. 6 n1a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 87 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 20 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1478/0-8-0, 6=1478/0-e-0 Max Harz 2=-160(LC 23) Max Uplift 2=-1674(LC 8), 6=-1674(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2,3=-2933/3154, 3-4=-2674/3020, 4-5=-2674/3020, 5-6=-2933/3154 BOT CHORD 2-10=-2673/2643, 8-10— 2880/2808, 6-8=-2673/2643 WEBS 3-10=-614/689, 5-8=-614/689,4-10=-278/333, 4-8=-278/333 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-4-0 oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opst h=17ft; B=451U L=248; eave=4tt; Cat. II; Exp D; Encl., GCpl=0.18; MW FRS (directional); 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 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 100111 uplift at joint(s) except Qt=lb) 2=1674, 6=1674. e) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 269 Ib down and 487 lb up of 7-0-0, 170 Ib down and 227111 up at 9-0-12, and 170 Ito down and 227 lb up at 10-11-4, and 269 lb down and 487111 up at 13-0-0 on top chord, and 330lb down and 453 to up at 7-0-0, 84 Ib down and 281b up at 9-0-12, and 84 Ib down and 28 lb up at 10-114, and 330 lb down and 453lb up at 12-11-4 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 Uniform Loads, golf) Vert' 1-3=-54, 3-5=-54, 5-7= 54, 11-14= 20 Concentrated Loads (lb) Vert: 3=-178(B) 5=-178(B) 10— 282(B)8=-282(B) 17=-105(B) 18=-105(B) 19=-61(B) 20=-61(B) Walter P. Finn PE No.12839 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 O WARNING - Verity tleslgn parameters and READ NOTES ON MIS AND INCLUDED MmEKREFERANCEPAGEMII.7473 rev. 1"ZOa159EFORE USE. Design valid for use only with Mrek® connectors. This design Is based only upon parameters shown, and Is for an Individual bulltling component, not a hum system. Before use, the building designer must verity the appllcoblllty of design parameters and properly Incorporate thls tleslgn Into the overall building design. Bracing lndcated is to prevent buckling of Individual hum web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stablllN and to prevent collapse with possible personal injury and property damage. For general guldance regarding the fabrication, storage, delivery, erection and bracing of trusses and muss systems seeANSIM11 CualMy Cdbrks, DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ,vallabie from Truss Rafe Institute. 218 N. Lee Street Suite 312. Alexontlrlo. VA 229914. Tampa, FIL 33610 Job Truss - Truss Type I Oty' Ply BUENO T78784512 76466 GRH Common Girder 1 n L Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Dec 2 10:33:03 2019 51,12 MTIBHS= 3X112 t 1-- uona— f0X1o= HUS267Xa=" "° 3X1211 THDH2B-2 HUS26 HUS26 HUS26 6-3-12 lo-o-0 13-8-0 1fi-GB 20-0-0 6 N2- 3-8-4 3-83 2-10-5 3.5.8 Scale=1:40.3 i50 Plate ONsets(X,Y)-- 12:0-0-60-2-15117:0-7-12,Edne1 f9:0-3-8,0-5-01 f10:0-5-0,oE,41 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.4210-12 >565 240 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.40 9-10 >594 240 MT18HS 244/190 BCLL 0.0 Rep Stress lncr NO WB 0.68 HOrz(CT) -0.10 7 n/a Na BCDL 10.0 Code FBC2017/PPI2014 Matti Weight: 2531b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* 4-10: 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied or2-11-10 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-8-8 oc bracing. REACTIONS. (lb(size) 7=8010/0-8-0, 2=5477/0-8-0 Max Hoa 2=211(LC 24) Max Uplift 7=-6760(LC 8), 2=-4860(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-13762/11852, 3-0=-1102719513, 4-5=-11029/9512, 5-6=-14725/12530, 6-7— 17031/14423 BOT CHORD 2-12=-10810/12663, 10-12=-10810/12663, 9-10=-11430/13591, 8-9=-13245/15715, 7-8=-13245/15715 WEBS 4-10=-7036/8210,5-10=-4151/3512,5-9=-2888/3556, 3-10=-3036/2763,3-12= 221112556, 6-9=-2352/1998, 6-8=-1427/1771 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131°x3°) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-5-0 Ga. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-3-0 Do. Webs connected as follows: 2x4 - 1 row at 0-9-0 Ga. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=42psY BCDL=3.Opsh h=17ft; B=45tt; L=24tt; eavei Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); Lumber Di1.60 plate grip Di1.60 5) All plates are MT20 plates unless otherwise Indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads: 7) ' This truss has been designed for alive load of 20.Opsf on the bottom chard in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joinifs) except (jt=lb) 7=6760,2=4860. 9) Use USP THDH28-2 (With 36-16d nails into Girder & 10-161 nails into Truss) or equivalent at 7-1-8 from the left end to connect trussfes) to front face of bottom chord. 10) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 19-0-12 to connect trusses) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 0 LOAD CASE(S) Standard Walter P. Finn PE No.22839 Ill USA, Inc. FL Cedfifi34 6904 Parke Fast Blvd. Tampa FL 33610 Date: December 2,2019 Q WARNING -Verify design pa arestersanJREAD NOTES ON THIS AND INCLUDED MITEKREFERANCEPAGEWb7473rev. laroNfaISREFOREUSE. Design valid for use only with MBek® connectors, This design Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use. Me bulltling designer must verify Me applicability of design parameters and properly Incorporate this design Into the overall bulltling 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 stobllity, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII QualMByy Clarinda, DS349. and BCSI Bullung Companant 6904 Parke East Blvd. Safety Infomsafbnavallable from Truss Plate Insfil 218 N. Lee Street, suite 312 Alexandria. VA 22314, Tampa, FL 33610 Job Truss Truss Type t Oty" Ply BUENO T18784512 76466 GRH Common Girder 1 ^ L Jab Reference o tional Chambers Truss, Inc., Fort Pierce, FL U.921) s NOV 19 2uIB all I OK nousmes, Inc. Mon Dec 2 ta:asw rare rays 2 ID:Di—kLpbNcSSpMOGBTZv7OryD5HR-tD_mzgyVmOddipcg7leBenO8FmDOOhLWvgQCV8yD1 N_ LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 2-7=-20 Concentrated Loads (Ib) Vert: 17=-3146(F) 18=-1452(F) 19=-1457(F)20=-1460(F) 21=-1460(F) 22=-1460(F) 23=-1461(F) Q WARNING -Verify✓eal5apafametersanCREAD NOTES ON MIS AND INCLUDED MmEKREFERANCEPAGEMP7473re1 10,17Y1015BEFORE USE. Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for on IndNltlual building component, not a hum system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSUIPI I Qua[ Nv Criteria. DSBA9 and BCSI Building Component, 6904 Parke East Blvd. Safety Informallonaaollable from Truss Plate Insfir 218 N. fee Sheet, Suite 312, Alexandria, VA 22514 Tampa, FL 33610 Job Truss Truss Type ` Olyr Ply BUENO T18784513 76466 GRP HIP GIRDER 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL a.3EU a NOV 1 s 2U1u MI I ex Inaustnee, Inc. Mon Scale =1:44.3 5x8 MT18HS = 5.00 12 US = 20 21 22 423 24 25 44 = 5x8 MT18HS = 5 26 27 28 29 6 4x10 = 4x4 = 2x3 11 5.6 Ws= 3x4 = 44 = 410 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Joe) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL. 1.25 TC 0:91 Vert(ILL) 0.68 10-12 >407 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.36 10-12 >769 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.59 Horz(CT) -0.17 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 1081b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc pur ins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-9-2 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1414/0-8-0, 7=1414/0-8-0 Max Horz 2=-125(LC 6) Max Uplift 2=-2442(LC 8), 7=-2442(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2870/4873; 3-4=-2656/4648, 4-5=-3723/6421, 5-6=-2656/4648, 6-7=-2869/4872 BOT CHORD 2-13= 4320/2603, 12-13=-6167/3724, 10-12=-6167/3724, 9-10=-6165/3723, 7-9— 4335/2603 WEBS 3-13=-1422/777, 4-13=-1232/1992, 4-12=-375/280, 5-10=-373/280, 5-9= 1233/1992, 6-9=-1421/777 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opst h=17tt; B=45ft; L=24f1; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); porch left and 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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other.members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qt=lb) 2=2442,7=2442. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 119lb down and 358 Ile up at 5-0-0, 741b down and 173 lb up at 7-0-12, 74 lb down and 173 lb up at 9-0-12, 74 Ile down and 173 Ib up at 11-0-12, 74 lb down and 1731b up at 11-11-4, 741b down and 1731b up at 13-11-4, and 741b down and 1731b up al 15-11-4, and 1191b down and 358 Ib up at 18-0-0 on top chord, and 219 Ib down and 3001b up at 5-0-0, 46 Ib down and 761b up at 7.0-12, 461b down and 76 Ib up at 9-0-12, 46 Ib down and 76 Ib up at 11-0-12, 46 Ib down and 761b up at 11-114, 46 Ib down and 76 Ib up at 13-11-4, and 46 Ib down and 761b up at 15-114, and 2191b down and300Ib up at 17-11-4 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 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 Job Truss Truss Type Oty' Ply BUENO T18784513 76466 GRP HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL a.L2u s Nov to Zulu mu urc inuusrnes, ura, rviun Deu 2 m os.04 2um p4wo c ID:DI kLpbNcSSpMOGBTZv?OryD5HR-LPYBAAz7%KIUKzBsZS9OB?ZJYAZ699wgBUAI0ayD1Mz LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-6=-54, 14-17=-20 Concentrated Loads (II Vert: 3=-71(B) 6=-71(B) 11=-33(B) 13=-124(B) 9=124(8) 21=-53(B) 23=-53(B) 24=-53(B) 25=-53(8) 26=-53(B) 28=53(B) 30=-33(B) 31=-33(B) 32=-33(B) 31 34=-33(B) ,&WARNING. fMrpydeslgnParamet,..dREAD NOTES ON THISANO INCLUDED 11iREKREFERANCEFAGEM1474Ylrev. MAXII2015 BEFORE USE. Design for wan Mgelg connectors. This deslgn Is based only upon parameters shown, and Is for an Individual building component, not ��- valid use only a truss system. Before use, Me bulltling designer must verify the appllcabllity of design parameters and properly Incorporate this design Into the overall bulltling design.. Bracing indicated is to prevent budding 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 guldcnce regording the tling Component' fabrication,olsy storage. delivery, erection and bracing of trusses and truss systems, seeANSU1Pl1 GoCreeds, DS349 and BCSI Building ParkeEast Blvd. Palle Safety Infnmsationavallabie from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria. VA 22314. Tam t0 p B, Job Truss Truss Type cry, Ply SUENO T18784514 76466 HV20 Valley 1 1 Job Reference (optional) Chambers I russ, Inc., 1F0111 Pierce, FL 51"o5"ov la ao r tl mil e6 mausmus, +nV.'i uecc . rayc, ID:Di_kLpbNcSSpMOGBTZv70ryD5HR-pb6XN W zlletLy7m27Ah1kCVXOa_guj3pNBvJY1 yD 1 My 10-1-8 0-1-8 4x4 = 3 Scale = 1:31.6 3x4 i 9 6 7 6 3%4 2.3 II 3x6 = 2.3 II 2x3 II 10.0.0 LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.71 Vert(LL) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WE 0.15 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Marti PLATES GRIP MT20 244/190 Weight: 71 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-0-0. (lb)- Max Horz 1=163(LC 11) Max Uplift All uplift 100 Ib or less atjoint(s) 7 except 1=123(LC 12), 5=-123(LC 12), 6=426(LC 12), 9=426(LC 12) Max Gray All reactions 2501b or less at joint(s) 1, 5, 7 except 6=450(LC 18), 9=450(LC 17) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 4-6=-329/507, 2-9=-329/507 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps1; BCDL-3.Opsa h=17ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 10-0-0, Exterior(2) 10-0-0 to 13-0-0, Interiar(1) 13-0-0 to 19-3-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 DO bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.0psf on the. bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 1=1231 5=123, 6=426, 9=426. Walter P. Finn. PE No1283B MiTek USA, Inc. FL Celt 6634. 8884 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 AWARNING -VerlrydeslgnparemetersandREADNDTESONTN/SANDINCLUDED MREKNEFENANCEPAGEM/N4T3me1GZa2015 BEFORE USE. Design valid for use only with MBekS,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 propery Incorporate this design Into Me overall building design, Bracing Indicated is to prevent buckling of individual I web and/or Chord members only. Additional temporary and permanent bracing WOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcatlon, storage, delloery, erection and bracing of trusses and truss systems, seeANSVTPI1 fill CrIl DSB-89and BC31 Bu6i Component Safety Intoenationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22 14. 6900 Parka East Blvd. Tampa, FL 33610 Job Truss Truss Type Cry' Ply BUENO T18784515 76466 HVA Valley 1 1 Job Reference (Optional) Chambers Truss, Inc., FOB Force, hL aAZosrvov raeorarvn ert inuusures, nm. Fl arv.ou.eeemv ruye ID:Di_kLpbNcSSpMOGBTZv70ryD5HR-Hotvbs 03117CaGKFhtCuG02iD_JLd9yzcofs4TyD1 Mx Scale = 1:36.5 3.6 = 2x3 11 3x6 = 3 4 5 3x4 % 11 10 9 8 3x4 C 2x3 II 3x6 = 2x3 II 2x3 II 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 ]net YES Code FBC2017/TP12014 C51. TC 0.77 BC 0.40 WE 0.17 Matrix-S DEFL. in (too) I/dell Ud Ven(LL) n/a - n/a 999 Valn/a - n/a 999 Horz(CT) 0.00 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 79 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORb 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 22-9-0. (lb)- Max Ho¢ 1=-161(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) except 1=-157(LC 12), 7=-157(LC 12), 9=-125(LC 12), 8=-427(LC 12), 11=-427(LC 12) Max Grav All reactions 250 to or less at joints) 1, 7 except 9=286(LC 1),.8=472(LC 18), 11=474(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-190/366, 3-4— 182/378, 4-5=-1821378, 5-6=190/362 WEBS 6-8=-343/582, 2-11=-345/582 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsp h=17ft; B=45ft; L=24ft;-eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 9-10-8, Exterior(2) 9-10-8 to 17-1-7, Interior(1) 17-1-7 to 22.0-4 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) Gable requires continuous bottom chord beading. 5) This truss has been designed fora 10.0 pat bottom chord live load nonconcument 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1571b uplift at joint 1, 157111 uplift at joint 7,125 lb uplift at joint 9, 427 lb uplift at joint 8 and 427111 uplift at joint 11. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cad 6634 6304 Parke East Blvd. Tampa FL 33610 Date; December 2,2019 QWARNING- ViedyanigepmartirMnsend READ NOTES ON MIS AND INCLUDED MREKREFERANCEPAGEMIN41arev. 104103/1015 BEFORE USE. Design valid for use only with M79k@ 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 appllwbllity of design parameters and properly incorporate this design Into the overall building tleslgn. Bracing Indicated is to prevent buckling of Individual hues web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stall llity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSVIPII Cui Cmr dal, DSB419 and SCSI Building Component Safety leloanatbrsavo fable from Truss Plate Institute, 218 N. Ise Street, Suite 312. Alexandria, VA 22314. 69M Parke Ent Blvd. Tampa, FL 33610 Job Truss Truss Type ,Oty' Ply BUENO T18784516 76466 J1 JACK -OPEN 14 1 Job Reference (optional) wamuers i rues, ins., run nemu, rL ID:Di kLpbNcSSpMOGBTZv?OryD5HR-Hofvbs_03x?CaGKFhtCuG02oW NtdBfzcofs4TyD1Mx -2.0.0 1-0-0 2-0-0 1-0-0 a LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vart (LL) 0.00 5 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) 0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matdx-MP Wind(ILL) -0.00 5 >999 240 LUMBER - TOP CHORD 2x4'SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=-31/Mechanical, 2=263/0-8-0, 4=-48/Mechanical Max Harz 2=129(LC 12) Max Uplift 3_ 31(LC 1), 2=-508(LC 12), 4=-48(LC 1) Max Gray 3=96(LC 12), 2=263(LC 1), 4=133(LC 12)' FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:8.2 PLATES GRIP MT20 244/190 Weight: 6lb FT=20% 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17N; B=45f ; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces.& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcu Tent 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 31 lb uplift at joint 3, 508 lb uplift at joint 2 and 481b uplift at joint 4. Wafter P. Finn PE No.22839 MiTek USA, Inc- FL Cart 6634 8904 Parke East Blvd. Tampa FL 33810 Date: December 2,2019 ,&WARNING- Vedrydeslgn paremetera and READ NOTES ONTHISANU INCLUDED MVEKREFERANCEPAGEMl474Yd rev. 10V12015 BEFORE USE. Deslgn void for use only with V ITek® connectors. Ills design Is based only upon parameters shown and Is for on individual building component, not - ��- o truss system.. Before use, the building designer must verify the applicability of design parameters and properly Incorporate mis design Into the overall building design. Bracing lndcated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WGIC Is always required for sloblllty and to prevent collapse with possible personal Injury and property damage, For general guldance regarding the fabdcotlon,storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPII CuaIIIV CrIhM;GSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatbrpvoiloble from Truss Plate Institute, 218 N. We Street Suite 312, Alexandria, VA 22 14. Tampa, FL 33610 Tama Job Truss Truss Type ICry' Ply BUENO T18784517 76466 J3 JACK -OPEN 14 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Dec 2 10:33:07 2019 Page 1 ID:Di kLpbNcSSpMOGBTZv?OryDSHR-I DHoB?OgF73BQvREbl7pdbzGNgFtMev6gSOQdvyDl Mw 1-0-0 3.0.0 0 0 3-D-D Scale =1:12.4 LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (too) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL. 1.25 TC 0.36 Ve ifCL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0,28 Vert(CT) -0.00 4-7 >999 240 BCLL 0.0 ' Rep Stress ]net YES WE 0.00 Horz(CT) -0.00 3 n/a rda BGDL 10.0 Code FBC2017/TPI2014 Matfix-MP Weight: 131b FT=20% LUMBER - TOP CHORD 2x4SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. Ill 3=50/Mechanical, 2=259/0-8-0, 4=19/Mechanical Max Hoa 2=190(LC 12) Max Uplift 3=-68(L09), 2=-457(LC 12), 4=-58(LC'9) Max Grav 3=50(LC 1), 2=259(LC 1), 4=45(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-070 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psY BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; save=4111; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 2-11-4 zone; porch left and fight exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip.DOL=1.60 2) This truss has been designed 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 201 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 68 lb uplift at joint 3, 457 Ib uplift at joint 2 and 58 Ib uplift at joint 4. Walter P. Finn PE No.t3839 MiTek USA Inc. FL Cart 6634 0804 Parke East Blvd. Tampa FL 3381D Date: December 2,2019 Q WARNING -Verily design paremetem and HEAD NOTES ON THIS AND INCLUDED MmEKREFERANCE PAGE 100-74Tarev. 1011=15 BEFORE USE. Design valid for use only with Meek® connectors. This design Is based only upon parameters shown, and Is for an Individual bulltling component, not ��- a truss system. Before use. Me 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}russ 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, seeANSVIPI1 Cual Criteria,:DSB-09 and BCSI BuadbO Component 6904 ParE ke ast BNd. llable Safety Informations none Truss Rate InSnNte,218 N. Lee Street, Suite 312, Alesandrlo. VA 2214. Tampa, FL 33610 Job Truss Truss Type r Otyr Ply BUENO T18784618 76466 J5 JACK -OPEN 18 1 Job Reference o tional c,namuers i ruse, am., run r,nme, r, LOADING (psi) SPACING- 2-0-0 C51. DEFL. in (loc) I/dell Lid TCLL 20.0 Plate Grip DOL 1.25 TIC 0.44 Ve art 0.14 4-7 >423 240 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Ven(CT) -0.04 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (Ib/size) 3=107/Mechanical, 2=317/0-8-0, 4=53/Mechanical Max Herz 2=253(LC 12) Max Uplift 3=-156(LC 12), 2— 522(LC 12), 4=-115(1-C 9) Max Gram 3=107(1-C 1), 2=317(LC 1). 4=86(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. fide s=1:16.4 PLATES GRIP MT20 2441190 Weight: 19 Us FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasdi 32mph; TCDL=4.2pst BCDL=3.Opst h=17ft; B=45ft; L=241F eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.I B; MWFRS (directional) and C-C Extedor(2)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 4-11-4 zone; porch left and Tight exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi 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 Its uplift at joint 3, 5221b uplift at joint 2 and 115 Ib uplift at joint 4. Walter P. Finn BE No.22039 Mil USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 Q WARNING -Verity deers. parerneteree.d READ NOTES ON MIS AND INCLUDED MNEKREFERANCEPAGEMI1-7473 ree 14,11=15SEFOHEUSE. Design valid for use only with M9ek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system.. Before use, the bulldng designer must verify the applicability of design parameters and properly Incorporate I design Into the overall building design, Bracing indicated is to prevent buckling of lntlividuaI truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stony, and to prevent collapse with possible personal Injury and properly damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVrPIl Quality Cirbdo. DSB49 and BCSI Bull Component 6904 Perk. Best Blvd. SI Internationavallable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 223314. Tampa, FL 33610 Job Truss - Truss Type ICtyr Ply BUENO T18784519 76466 J7 JACK -OPEN 35 1 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 a Nov 19 2019 MiTek Industries, Inc. Mon Dec 2 10:33:08 2019 Page 1 ID:Di kLpbNcSSpMOGBTZv7OryD5HR-EAnIOXOebZFwpaUdolEMLr73Fn_C559F368z9MyD1 My -2.0-0 7-0.0 2 0 0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Ven(LL) -0.07 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.17 4-7 >490 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 Na Na BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Wind(LL) 0.18 4-7 >451 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4SP M 30 REACTIONS. (Ib/size) 3=159/Mechanical, 2=384/0-8-0, 4=81/Mechanical Max Horz 2=315(LC 12) Max Uplift 3= 211(LC 12), 2=-421(LC 12), 4=-B(LC 9) Max Grav 3=173(LC 17), 2=384(LC 1), 4=124(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All fames 250 (lb) or less except when shown. Scale = 1:20.4 PLATES GRIP MT20 244/190 Weight: 25111 FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 on pur ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opst h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2)-2-0-11 to 0-7-13, Intedor(1) 0-7-13 to 6-11-4 zone;C-C for members and fames & 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 thebottom 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 211 lb uplift at joint 3, 421 Ito uplift at joint 2 and 811a uplift at joint 4. Waiter P. Finn PE No12639 MiTek USA, Inc. FL Cad 8934 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 ,&WARNING -Verity designpammefen and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 401-7473M.. 14Na20IS BEFORE USE. Design valid for use only wlth Mlfeke connectors. This design Is based only upon parameters shown. and Is for an Ind[vidual building component, not ��- a truss system. Before use, the building designer must verify the appllcablllN of design parameters and properly Incorporate this design Into the overall bullding design. Bracing Indicated is to prevent buckling of lndivcual truss web and/or chord members only. Additional temporary and permanent bracing MiTel( Is always required for stability and to prevent collapse wth pomble personal Injury and property damage, For general guidance regarding the fobrlcotlon.storage. delivery, erection and bracing of trusses and truss systems, seriANSU1Pil Quality CMadu,DSB.89 and BCSI Building Component 22314.Tampa, 6904 Petrie East Blvd. 690Park 3ast0 Safety Infonnationovallable from Truss Plate InslihAe, 216 N. We Street Suite 312, Alwandrla, VA Job Truss Truss Type Otyf Ply BUENO T18784520 76466 KJ5 DIAGONALHIP GIRDER 2 1 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL B.320 s Nov 19 2019 MiTek Industries, Inc. Mon Dec 210:33:09 2019 Page 1 ID:01_kLpbNcSSpMOGBTZv7OryD5HR-iML1 DtOGMsNnRk3gMOlbu2gHXBKugXRPImlWhoyDI Mu -2-9-1a 4.1-1 7,0-2 2-945 44-1 2-11-1 Scale = 1:19.1 Io LOADING (psf) SPACING• 2-0-0 CS'. DEFL. in (too) Well Utl PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Ved(LL) 0.14 6-9 >579 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) 0.14 6-9 >585 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.13 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 30 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (Ile/size) 4=77/Mechanical, 2=347/0-10-15, 5=119/Mechanical Max Horz 2=251(LC 24) Max Uplift 4=-145(LC 24),2= 763(LC 8). 5=-285(LC 5) Max Gray 4=95(LC 17), 2=438(LC 28). 5=146(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-444/314 BOT CHORD 2-6=-393/358 WEBS 3-6=-387/425 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opst h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCPI=0.1 e; MW FRS (directional); porch left and fight exposed; Lumber DOL=1.60 plate I DOL=1.60 2) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for alive load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1451b uplift at joint 4, 763 Ile uplift at joint 2 and 285 Ile uplift at joint 5. 6) "NAILED" indicates 3-1 Od (0.148"x3") or2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25,. Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 10=50(F=25; B=25) 12=72(F=36, B=36) 13=4(F=2, B=2) Welter P. Finn PE No.2Y839 MiTek USA Inc. FL Ced6634 6904 Fall East Blvd. Tampa FL 33310 Date; December 2,2019 O WARNING - Verity CeslRAParamefemaAJ READ NOTES ON THIS AND INCLUDED MHEKREFERANCE PAGE 110I-7473rey. III/xi BEFORE USE. Design valid for use only with M6ekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, the buetling designer must verify the applicability of design parameters and properly Incorporate MI5 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!Tel( Is always required for stability and to prevent collapse with possible personor Injury and property damage. For general guidance regarding the fabrication. storage. delivery. erection and bracing of trusses and truss systems, SeeANSEMIJ OuaIBVCMaM, DSBd9 and BCSl Building Component 6994 Perke East Blvd. Safety Informational from Truss Plate Institute, 218 N. Lee Street Suite 312, Amerntlria, VA 22 14. Tama, FL 33610 n Job Truss Truss Type Oty1 Ply BUENO T78784521 76466 KJ7 DIAGONAL HIP GIRDER 5 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 a Nov 19 2019 MiTek Industries, Inc. Mon Dec 2 10:33:10 2019 Page 1 ID:Di—kLpbNcSSpMOGBTZv9OryD5HR-AZvORD1 u7AVe2ueow4GgQGDSHb1CZuEYWOd4DEyD1 Mt -2-9-05 4-6-7 9-tU-1 2.9.15 4-&7 5.3-10 Scale: 1/2-l' Ia , -�""' NAILED "�"`� NAILED Plate Offsets (X.Y)- f2:0-3-12,0-1-81 LOADING (psQ SPACING- 2-" CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.51 Vert(LL) 0.19 6-7 >625 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.10 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.48 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 431b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=149/Mechanical, 2=463/0-10-15, 5=250/Mechanical Max Hors 2=313(LC 8) Max Uplift 4=-221(LC 8), 2=-804(LC 8), 5=-396(LC 8) Max Grav 4=149(LC 1), 2=61O(LC 28), 5=277(LC 28) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-972/1082 BOT CHORD 2-7=-1149/851, 6-7= 1149/851 WEBS 3-7=278/311. 3-6_882/1192 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudlns. BOT CHORD Rigid ceiling directly applied or 6-1-5 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psY BCDL=3.Opsf; h=17d; 8=45fb L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat 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 beating plate capable of withstanding 221 Ito uplift at joint 4, 804 Ib uplift at joint 2 and 3961b uplift at joint 5. 6)'NAILED! indicates 3-1Od (0.148'x3'), or 2-12d (0.148'x3.25') toe -nails per NDS guldlines. 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 +Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (Ib) Vert: 7=4(F=2, B=2) 1 1=50(F=25, B=25) 12=-61 (F=-30, 8=-30) 13=72(F=36, B=36) 14=-49(F=-24, B=-24) Waiter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 6634 0904 Parke East Blvd. Tampa FL 33610 Data: December 2,2019 Job Truss Truss Type ' Oty' Ply BUENO T78784522 76466 MV2 Valley 1 1 Job Reference (optional) unamDers I runs, Inc., tan -fierce, FL 192U19MIIexlnaustnes,mc. Mon Uec 2TU:aa:TU2UTa YagOl 3x4 i s one 2 3 Scale =1:6.9 LOADING (PSI SPACING- 2-0-0 CSI. DEFL. in (too) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 VeQLL) Na - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Van(CT) Na - n/a 999 BCLL 0.0 ' Rep Stress Incr YES W EI 0.00 Horz(CT) -0.00 2 111 1 BCDL 10.0 Code FSC2017/TPI2014 Matrix-P Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=47/2-M,2=34/2-0-0,3=13/2-0-0 Max Hom 1=40(LC 12) Max Uplift 1=-30(LC 12), 2=-51(LC 12) Max Grav 1=47(LC 1), 2=37(LC 17), 3=25(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown Structural wood sheathing directly applied or2-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L--24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord beating. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joints) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 301b uplift at joint 1 and 51 lb uplift at joint 2. Walter P. Finn PE No12839 III USA, Inc. FL Ced6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 QWARNING-wd1ydea1,.paremefereend READ NOTES ON THISAND INCLUDED M//EKREFERANCEPAGEM/I-74himi, 10=0759EFORE USE. Design valid for use only with Mmek® 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 appllcabllity, of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of lndMtlual 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 me fobrlcatlon. storage, delivery, erection and bracing of trusses and truss systems, 5eeANSIM11 CuaISV Criteria, DSO-09 and 1101 DuldNp Component 690 4 Parke East Blvd. 690 East Sooty Infpmintianavallable from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria, VA 22 14. P Parke Job Truss Truss Type ' Ply BUENO T78784523 76466 MV4 Valley 1QW 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Nov 19 2019 MiTek Industries, Inc. Mon Dec 2 10:33:112019 Page 1 ID:Di_kLpbNcSSpMOGBTZv?OryD5HR-elToeZ2W uUdUg2DCTOn3zTlbW74glSvil4MdmgyDiMs 40.0 4.0.0 3x4 i 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Valet Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 VertL) (L/a n - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(CT) 0.00 Na We BCDL 10.0 Code FBC2017/TPI2014 MaK LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD SOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (lb/size) 1=116/4-0-0, 3=116/4-0-0 Max Ho¢ 1=98(LC 12) Max Uplift 1=-74(LC 12). 3>715(LC 12) Max Grav 1=116(LC 1), 3=122(LC 17) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 121/261 Scale =1:11.1 PLATES GRIP MT20 244/190 Weight: 13lb FT=20% Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132ni TCDL=4.2psf; BCDL=3.Ops1; h=17tt; B=45tt; L=24D; eave=4tt; Cat. II; Exp D; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and. forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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 20.01 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 1 and 115 lb uplift at joint 3. Walter P. Finn PENc.22839 MTekUSA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33810 Date: December 2,2019 Q WARNING.Ver/rydesfgn parameters antl HEAD NOTES ON TNISAND INCLUDED MWEKNEFENANCEPAGE 0I-74Ta rev. I0,02201SBEFONEUSE. Design valid for use only with M0eW connectors. This design Is based only upon parameters shown, and Is for an Individual building component. not ��- o hum system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing Indicated is to prevent buckling oflndMlducl truss web and/or chord members only, Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses antl hum systems, seeANSVTPII GualMyCrMrrda. DS349. and DCSI au9ding Component 6904 Parka East Blvd. Safety mformationavoi dale from Truss Mate In tltute, 218 N. use Sheet, Suite 312, Alexandria, VA 22314. Tempe, FL 33610 Job Truss Truss Type ' Oty' Ply BUENO T18784524 76466 MV6 Valley 1 1 Job Reference a tional Chambers Truss, Inc., Yoh Pierce, FL a.JGV J iwvl e c V,J mii, k,lluu>,I,e>, ,In:.ry ,oya, ID:Di_kLpbNcSSpMOGBTZv?OryD5HR-6x1Aw391nlLIBoP18JIWhlgSORE11nr_k6B17yD1 Mr 3x4 II 3 Scale: 3/4'=P 5 4 3x4 d 20 3x4 II I LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vart(LL) n1a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vart(CT) ni - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WE 0.15 Hom(CT) 0.00 n/a We BCDL 10.0. Code FBC2017/TPI2014 Mairi%-P Weight: 21111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ito/size) 1=56/6-0-0, 4=84/6-0-0, 5=239/6-0-0 Max Horz 1=160(LC 12) Max Uplift 4=-83(LC 12), 5=-238(LC 12) Max Grav 1=56(LC 1), 4=88(LC 17), 5=252(LC 17) FORCES. (Ito) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-284/112 WEBS 2-5-245/510 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1711; B=45ft; L=2411; eave=4ft; Cat. II; Exp D; Encl., GCpip0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 5-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 pal bottom chord live load nonconcuThem with any other live loads. 4) ' This truss has been designed for a live load of 20.0ps1 on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of bass to bearing plate capable of withstanding 83111 uplift at joint 4 and 238 In uplift at joint 5. Welter P. Finn PE No.22639 MiTek USA, Inc. FL Cad 6634 69U Parke East Blvd. Tampa FL 33610 Date: December 2,2019 A WARNING - Verlry Eesrgnparameremand READ NOTES ON THIS AND INCLUDED MREKREFERANCEPAGEAWI74"hxV ig/MISBEFOBE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown. and Is for on Individual building component, not ��- a fuss system. Before use, the building designer must verify the appllcablllry of design parameters and properly Incorporate this design Into the overall bulding design, Brocing lndlcoled is to prevent buckling of Individual Truss web and/or chord members only. Additional temporary and permanent brocing MiTek' Is always required for stoblllty antl to prevent collapse with possiblo personal injury and property damage, For general guidance regarding the fabrication. storage, delivery, erection and brocing of trusses and Truss systems, seeANSVTPII Oua1NV CMaW;BSB419and BCSIBuOdIng Component' 6904 Parke East Blvd. Safety htorma6emvallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 229914, Tampa, FL 33610 Job Truss Truss Type ' Ply 13UENO �Oty' T78784525 76466 MV8 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL an]ea s". r tl za r e ml l en inouaurcs, rrm. iv -Z u)fo, ID:Di kLpbNcSSpMOGBTZv?OryD5HR-6x1AN39fnILIBoP18JIWhinmOPdltSr_k6B17yD1Mr 3.4 II 3 5 4 3x4 4 2x3 11 3x4 11 LOADING (psQ SPACING- 210-0 CST. DEFL. in (loc) Udefl L/d TCLL 20.0 PI Grip DOL .25 TC 0.57 Ven(LL) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Ven(CT) n/a - rVa 999 BCLL 0.0' Rep Stress Incr YES WB 0.17 HorLCT) 0.00 n/a n1a BCDL 10.0 Code FBC20177TPI2014 MGM) LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4SP No.3 REACTIONS. (lb/size) 1=85/8-0-0, 4=112/8-0-0, 5=331/8-0-0 Max Hom 1=223(LC 12) Max Uplift 4=-111(LC 12), 5=-330(LC 12) Max Grav 1=85(LC 1), 4=11117), 5=349(LC 17) FORCES. (Ib) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 1-2=-336/143 WEBS 2-5=-319/578 PLATES GRIP MT20 244/190 Scale = 1:20.0 Weight: 29 lb FT=20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vull70mph (3-second gust) Vasd=132mph; TCDL=4.2psC BCDL=3.Opsf; h=17f; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) 0-8-12 to 4-0-0, Intenor(1) 4-0-0 to 7-10-4,zone;C-C for members and fames & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This I has been designed for a live load of 20.Opsf or the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 Ib uplift at joint 4 and 3301b uplift at joint 5. Welter P. Finn'. PE Nb.22839 Mil USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 Date; December 2,2019 O WARNING -Verity deslg.Rarametereend READ NOTES ON THISANO INCLUDED MREKREFERANCE PAGEMIA7473-1 IWOa¢015 BEFORE USE. Design valid for use only with MnekS) connectors. This design Is based only upon parameters shown, and Is for an Individual bulltling component, not a. truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into Me 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 fabricatlon, storage, delivery, erection and bracing of trusses and Gust systems. sooMSVIPII GualMy CModa, DSI and BCSI Suldm0 Component Safety Informationovallable Gam Truss Plate Institute. 218 N. We Street, Suite 312, Alexandria, VA 223914 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type ' Oty' Ply BUENO T18784526 76466 P HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL Nov 19 2019 MTek Industries, Inc. Mon Dec 2 10:33:13 2019 Page 1 it Sx8 MT18HS = 18 3x4 = 5x8 MT18HS = 19 5 3x8 � 3x4 = dce = 3x4 = 3xB -- 7-0-0 16-0-0 23-0.0 7-0.0 9-0-0 700 Scale = 1:44.3 Plate Offsets (XY)— [2:0-3-00-1-8] [3:0.4-8 0-2-0] 15:0-0-8 0-2-0] [6:0-3-0D-1-8] LOADING (psl) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Ved(LL) 0.50 8-10 >548 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.24 8-10 >999 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(CT) -0.08 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 100 lb FT=20% LUMBER - TOP CHORD 2x4 SIP M 30 BOT CHORD 2x4 SIP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=962/0-8-0, 6=96210-8-0 Max Harz 2=-160(LC 10) Max Uplift 2=-1538(LC 12), 6=-1538(LC 12) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 1617/4172, 3-4=-1445/4042, 4-5— 1445/4042, 5-6— 1617/4172 SOT CHORD 2-10=-3603/1431, 8-10=-3883/1616, 6-8=-3650/1431 WEBS 3-10=1114/366,4-10=-310/389, 4-8=-310/389, 5-8=-1114/366 BRACING - TOP CHORD .Structural wood sheathing directly applied or 5.4-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-9-6 oc bracing. NOTES - I) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opst h=17ft; 3=45ft; L=24ft; eave=4N; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-11 to 0-7-13, Intedor(1) 0-7-13 to 7-0-0, Exterior(2) 7-0-0 to 11-6-0, Interior(1) 11-6-0 to 16-0-0, Extedor(2) 16-0-0 to 20-2-15, Interior(1) 20-2-15 to 25-0-11 zone; porch left and 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcument 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 1538 lb uplift at joint 2 and 1538 Ib uplift at joint 6. Waiter P. Finn PE NoIU39 MTek USA, Inc. FL Cert 6834 6904 Parke East BNd.Tampa FL 33810 Data: December 2,2019 Q WARNING -Verlfydeslen lansinefens and READ NOTES ON TN/SAND INCLUDED MREKREFERANCEPAGE MIP74M rev. 1O110.32015BEFOREUSE. Deslgn valid for use only wlth Miler+ 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 MiTek- prevent Isalways reculmdfor stability and to prevent collapse with possible personal Injury and property damage. For general guldance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, seeANSVFP11 Quail Cftda. OSS-89 and BCSI Building Component. 6904 Parke East Blvd. Salary Inlormafbryrvoliobie from Truss Plate Insttrute, 218 N. Lea Street, Suite 312, Alexontlrlo, VA 22 14. Tampa, FL 33610 Job Truss Truss Type BUENOT18784527 7y'Ply 76466 P1 HIP 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.320 s Nov 19 2019 MTek Industries, Inc. Mon Dec 210:33:14 2019 Scale=1:44.3 5x8 MT18HS = 5.8 MT18HS = 4 19 20 5 3x10 = 3x4 = 3xe = 3x4 = 3x10 = Plate Offsets (X,Y)— f2:1-",0-1-101, f4:0-4-0,0-1-13L f5:0-4-0,0-1-131, A:1-0-0,0-1-10) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(ILL) 0.66 9-17 >420 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.3011-14 >914 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 HOrz(CT) -0.06 7 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 1021b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 31 BOT CHORD WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (lb/size) 2=962/0-8-0, 7=962/0-8-0 Max Horz 2=-195(LC 10) Max Uplift 2=-1538(LC 12), 7=-1538(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1634/4069, 3.4=-1379/3645, 4-5=-1253/3443, 5-6=-1379/3645, 6-7=-1634/4068 BOT CHORD 2-11=-3601/1479, 9-11=-3039/1253, 7-9=-3648/1479 WEBS 3-11=347/783, 4-11=.1118/354, 5-9=-1118/354, 6-9=-347/782 Structural wood sheathing directlyapplied or 5-5-11 oc pudlns. Rigid ceiling directly applied or 2-7-8 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsf; h=17f : B=45ft; L=24ff; eave=4ff; Cat. II; Exp D; Encl., GCpi=0.18: MW FRS (directional) and C-C Exterior(2) -2-0-11 to 0-7-13, Interior(1) 0-7-13 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 14-0-0, Exterior(2) 14-0-0 to 18-2-15, Interior(1) 18-2-15 to 25-0-11 zone; porch left and fight 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 ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chard live load nonconcument with any other live loads. 6) ' This truss has been designed for alive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members, with BCDL = 1O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1538 lb uplift at joint 2 and 1538 lb uplift at joint 7. Walter P. Finn PE No.22819 MTak USA, Inc. FL Ced6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 Jab Truss Truss Type Ply BUENO T16784528 76466 V4 Valley JQIP 2 1 Job Reference (optional) unamoers r uss, mc., ran rierce, r4 o.JLu s rvov ra zu III mi r e6 mauslnes, Inc. on use z r uaJ: I. Gu rs 3x4 i 5.00 12 2 ax6 = 3x4 Scale =1:7.5 Plate Offsets (X,Y)-- 12:0-3-0,Edgel LOADING (psi) SPACING- 2-0-0 CS]. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.15 Vert(LL) nda - n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Ven(CT) n/a - 1 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a I BCDL 10.0 Code FBC2017/FP12014 Matrix-P Weight: 10111 FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=94/4-0-0, 3=94/4-0-0 Max Horz 1=-22(LC 10) Max Uplift 1=-77(LC 12), 3=-77(LC 12) FORCES. (Ib) -Max. CompJMax. Ten. -AU forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsf; h=17tt; B=45ft; L=241t; eave=4h; Cat. II; Exp D; Encl., GCpi=0.18; 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 3) Gable requires continuous bottom chord bearing. 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 1001b uplift at joint(s) 1, 3. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 Q WARNING- Verllydealgn Parameters and READ NOTES ON.TNISAND INCLUDED MREKREFERANCE PAGEM*7473 rev. laND34a9!$9EF0RE USE. Design valid for use only with MRek@ connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not a muss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulltling 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 collopa with possible personal Injury and property damage. For general guidance regarding me fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANBVWII GuolHv CMedo. DSB49. and BCSI Building Component seo4 Parke East Blvd. Safety Informalbnwallable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexondda, VA 22 14, Tampa, FL 33610 Job Truss Truss Type Oly Ply BUENO T18784529 76466 VB Valley 2 1 Job Reference (optional) cnamoers i russ, inc., run nerve, rL Scale=1:14.6 2 4x4 = 4 3x4 O 2.3 11 3x4 C LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (too) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) n/a - rda 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 3 n1a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 241b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=118/8-0-0, 3=118/8-0-0, 4=248/8-0-0 Max Horz 1=58(LC 11) Max Uplift 1=-117(LC 12). 3=-117(LC 12), 4=-163(LC 12) Max Grav 1=118(LC 1). 3=119(LC 18), 4=248(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-182/361 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft;.Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and farces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 1=117, 3=117, 4=163. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Ced8834 6994 Padre East Blvd. Tampa FL 33818 Date: December 2,2019 Job Truss Truss Type ' Ply BUENO T18784530 76466 V12 Valley �QV 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL a.00u s rvov Is, Cuju rvnlea inutii me. rnVu Feu Payer ID:Di_kLpbNcSSpMOGBTZv7OryD5HR-W W iJUx51 xiew9fW ziGs77JwDMcMeEEjHgiKmSyD1 Mo Scale = 1:18.9 4.6 = 4 3x4' 2x3 II 3x4 C LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Ven(LL) n/a - n1a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) n/a - n1a 999 BCLL 0.0 Rep Stress [nor YES W B 0.14 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 MatmeS Weight: 381b FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=170/12-0-0, 3=170/12-0-0, 4=439/i2-0-0 Max Holz 1=93(LC 11) Max Uplift 1=-158(LC 12), 3=-158(LC 12), 4=-324(LC 12) Max Gray 1=175(LC 21), 3=177(LC 18), 4=439(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Its) or less except when shown. WEBS 2-4=-291/469 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 as bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0:18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0, Interior(1) 9-0-0 to 11-3-4 zone;C-C for members and fumes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 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 1581b uplift at joint 1, 158 Ib uplift at joint 3 and 324lb uplift at joint 4. Welter P. Finn PE No.22639 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 QWARNING- Verlry design parameters and BEAD NOTES ON THISAND INCLUDED MREKREFERANCEPAGEMIN473 rev. Mucc 15 BEFORE USE. Design volld for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a tress system. Before use, Me building designer must verify Me applicability of design parameters and properly Incorporate this design Into Me overoll building tleslgn. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing 11 MfTek' 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, seeANSVTPlt Cual6v CMeda. DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Infarmallo avoilable from Truss Plate Institute, 218 N. Lee Shoot, Suite 312, Alexandria, VA 22 14. Tampa, FL:33610 Job Truss Truss Type ' Ott Ply BUENO T78784531 76466 V16 Valley 1 1 Join Reference (optional) unamoers truss, Inc., run rlerce, rL oaLus rvov r s zu l s rail els lnoosmes, Inc. men uec a i coa;m mrtl rage I ID:Di kLphNcSSpMOGBTZv7OryD5HR-WWiJUx51xi8w9fWziGs77JwJmcSbEEuHgiKNSyD1 Me Scale = 1:25.3 4x4 = 3 a 7 6 3x4 4 -2x3 11 2x3 11 2x3 11 3x4 LOADING (fast) 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 CS'. TO 0.46 BC 0.07 WB 0.13 Matrix-S DEFL. in Ven(LL) We Vert(CT) ITS Horz(CT) 0.00 (loc) Well Ud - n/a 999 - n/a 999 5 n/a We PLATES GRIP MT20 244/190 Weight: 56 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directlyapplied or 6-0-0 oc purds. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 16-0-0. (III) - Max Hom 1=-128(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 6=-336(LC 12), 8=-336(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=355(LC 18), 8=355(LC 17) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 4-6=-262/431, 2-8=-262/431 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=17(t B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 8-0-0, Extedor(2) 8-0-0 to 11-1-1, Ir ior(1) 11-1-1 to 15-3-4 zone;C-C for members and forces & MI for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 5) • This truss has been designed for alive load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint($) 1, 5, 7 except 61=11b) 6=336, 8=336. Walter P. Finn. PE No.22839 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 Date: December 2,2019 A WARNING - Verity deslgnpearn.fers and READ NOTES ON MIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 1011:12015 BEFORE USE. Design valid for use only with MITeals connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �'- a huss system. Before use, the building designer must verity the oppllcabllity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling Individual truss web and/or chord members only Additional temporary and bracing MiTek' prevent of permanent is always required for stability and to prevent collcpse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVrPI1 QualM Criteria, DSB49 and BCSI Building Component. 6904 Parke, East Blvd. Safety Infarmationavallable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria. VA 22 14. Tampa, FL.33610 Symbols PLATE LOCATION AND ORIENTATION 374 Center. plate on joint unless x, y 14- offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 �7lar 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 MTek 20/20 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 Indicated by symbol shown and/or by t in by text in the bracing section of The output. Use T or I bracing if Indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section Indicates joint number where bearings occur. Min size shown Is for crushing only. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System I 6-4.8 I dimensions shown Inftc sixteenths t s 11'—ll (Drawings not To scale) 2 3 TOP CHORDS 0 Of O x O 0- 0 .JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETrERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESRI988 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 MTek® All Rights Reserved mm 01" MiTeka MTek 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 or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed. by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design Is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 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.