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HomeMy WebLinkAboutTrussn/li iTe RE: 2284382-PSLP-5417 - Site Information: Customer Info: PSL PROPERTIES Lot/Block: . Address: 5417 CASSIA DRIVE, . City: FORT PIERCE Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: GIACCONE Model: . Subdivision: . State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 56 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 No. Seal# Truss Name Date 1 T19758949 Al 3/23/20 15 T19758963 C6 3123/20 2 T19758950 A2 3/23/20 16 T19758964 C7 3/23/20 3 T19758951 A3 3123/20 17 T19758965 C8 3/23/20 4 T19758952 A4 3/23/20 18 T19758966 CA 3/23/20 5 T19758953 B1 3/23/20 19 T19758967 CJ2 3/23/20 6 T19758954 B2 3123/20 20 T19758968 CJ3 3/23/20 7 T19768955 B3 3/23/20 21 T19758969 CJ4 3/23/20 8 T19758956 B4 3/23/20 22 T19768970 CJ5 3/23/20 9 T19758957 B5 3/23/20 23 T19758971 CJ31 3/23/20 10 T19758958 31 3/23120 24 T19768972 D1 3/23/20 11 T19758959 C2 3/23/20 25 T19758973 D2 3/23/20 12 T19768960 C3 3/23/20 26 T19768974 D3 3/23/20 13 T19758961 C4 3123/20 27 T19758975 EJ2 3/23/20 14 T19758962 C5 3123/20 28 T19758976 EJ3 3/23/20 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas 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 MiTek or 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 ANSUTPI 1, Chapter 2. % 'ONS�A�gt6',,, No 39380 :9 STATE OF �i�O'"FS;c� O R I1Dp-��% 0NA1 %%%% f Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Par" East Blvd. Tampa FL 33610 Date: March 23,2020 Albani, Thomas I of 2 RE: 2284382-PSLP-5417 - Site Information: Customer Info: PSL PROPERTIES Lot/Block: . Address: 5417 CASSIA DRIVE, . City: FORT PIERCE MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Project Name: GIACCONE Model: . Subdivision: . No. Seal# Truss Name Date 29 T19758977 EJ4 3123120 30 T19758978 EJ6 3/23/20 31 T19758979 EJ7 3/23/20 32 T19758980 EJ21 3/23/20 33 T19758981 EJ41 3/23/20 34 T19758982 EJ42 3/23/20 35 T19758983 G1 3/23/20 36 T19758984 G2 3/23/20 37 T19758985 HJ2 3/23/20 38 T19758986 HJ3 3/23/20 39 T19758987 HA 3/23/20 40 T19758988 HJ7 3/23/20 41 T19758989 K1 3123/20 42 T19758990 K2 3/23/20 43 T19758991 K3 3/23/20 44 T19758992 K4 3/23/20 45 T19758993 K5 3/23/20 46 T19758994 K6 3/23/20 47 T19758995 L1 3/23/20 48 T19758996 L2 3/23/20 49 T19758997 V1 3/23/20 50 T19758998 V2 3/23/20 51 T19758999 V3 3/23120 52 T19759000 V4 3/23120 53 T19759001 V5 3/23/20 64 T19769002 V6 3/23/20 55 T19759003 V7 3/23/20 56 T19759004 V8 3/23/20 State: FL A 2 of 2 M Job Tnlss Truss Type Oty, Ply T7 W56949 2284382-PSLP-5417 1 Common 2 T1J,1 eference (optional) Dunaers nrs oource, nmasnry,r.-acaao, 4xe = 6.00 12 4 Scale=1:4a.9 ST1.5x13STP — 3x4 = 3xe = 3x4 = ST1Ex8STP = M = 3x4 Q LOADING (psf) SPACING- 210.0 CS'. DEFL. in (lac) bde6 Ltd PLATES GRIP TCLL 20.0 Plate Gnp DOL .25 TO 0.68 Vert(LL) .0.21 7-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL I. BC 0.78 Ve'CT) -0.32 2-9 >985 240 BCLL 0.0 Rep Stress Inc, YEB WB 0.44 HOIz(CT) 0.05 6 n/a n/a BCDL 10.0 - Code FBC2017rrP12014 Mahix-SH Wnd(LL) 0.15 6-7 >999 240 Weight: 120 I0 FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or3-10-11 oC purling. BOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling directly applied or 5-11-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-6-10, 2=0-7-10 Max Hors 2=144(LC 9) Max Uplift 6=326(LC 13), 2=369(LC 12) Max Grey 6=957(LC 1).2=1031(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1635/1057, 3-4=1458AD40, 4-5=-1461/10B6, 5.6=1638/1099 BOT CHORD 2-9=833/1399, 7-9=-399/933, 6-7=831/1401 WEBS 4-7=366/589, 5-7=340/456, 4-9=355/5137, 3.9=339/456 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=1.2psf; BCDL=5.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) -1-0-0 to 5-0-0, Intenor(1) 5-0-0 to 13-3-8, Extenor(2) 133-8 to 19-3-8, Intenor(1) 19-3-8 to 26-2-11 zone; Cantilever left and fight exposed ;C-C for members and farces & MWFRS for reactions shaven; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 par bottom chord live load nonumnwrtentwith 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 chard and any other members, with BCDL= IO.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 326 lb uplift at joint 6 and 369 lb uplift at joint 2. le d This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Alban) PE No.39360 kliTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: March 23,2020 ®WARNING. Vent' design Parameters and READ NOTES ON MIS AND INCLUDED MITER REFERENCE PAGE Affl-Wil rev. 1440=0I5 BEFORE USE Design valid for use only with MireAffi connectors. This design Is hazed any upon parameters shown, and Is for an IMividual building component not atruss system. Before use, Me building designer must very me applicability of design parameters and property Moorlands this design into the overall building design. Bracing indicated is to buckling of individual truss web seller them members any, Additional temporary and Penoanem bracing Welk' prevent is aW,. required far stability and to pmvem mlisp. an possible personal Injury end pmpedy, damage. For general guidance regaming Me ethicalon, storage,delivery, erection and among of cusses and truss systems, see ANSU7PIf Dual Centelie, DS649 andBCSI Buifal Companions 69" Parke East Blvd. sassy Inrom+eUon available fmm Truss Plate Insrtute, 216 N. Lee Street, suite 312, Alexandra, VA=314. Tampa, FL 36610 Jab Truss Type City plyT1975895UM382-PSLP5417 �ATua. Common 2 1 Job Reference (optional) buncers- Me scurCa, Plant wy, PL- dLabb, a240 s Mar 9202U MRek Industries, Ina Mon Mar 23 06:33:02 2020 Pagel ID:8-6iCi63dp8Hldg%p WGfxGzEVB4-4WACnJ IygRdvG W4ZB1 xH KPoJv3vrSK0C/t_nzwyF 1-0-0 611-0 133-0 19-BO 26.7-0 27-7-0 ft-0-0 6-11-0 I 6-0A I 64.8 1 6-11-0 11.0-0 l Scale = 147.2 Et•'E 6.00 12 Id oxr — axo — axe = des = axe - Plate Offsets (X,Y)— 13:0-3-0,0-3-0115:0-3-00-3-4) LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in ([cc) Udefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Ven(LL) -0.21 8-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.32 2-10 >986 240 BCLL 0.0 ' Rep Stress Ina YES WE 0.44 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Wind(LL) 0.11 2-10 >999 240 Weight: 122 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 6=0-7-10 Max Horz 2=141(LC 11) Max Uplift 2=368(LC 12), 6=368(LC 13) Max Grant 2=1031(LC 1), 6=1031(LC 1) FORCES. (to) - Max. Comp./Max. Ten. -Ail forces 250 (lb) or less except when shown. TOP CHORD 2-3=1635/1038, 34=1458/1027, 4-5=1458/1027, 5-6=1635/1038 BOT CHORD 2-10=770/1399, 8-10=360/932, 6-8=-795/1399 WEBS 4-8=358/587, 5-8=339/456, 4-10=358/587, 3-10=339/456 BRACING- TOPCHORD Structural wood sheathing directly applied or 3-11-8 cc purling. BOTCHORD Rigid ceiling directly applied or 6-5-10 cc bracing. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-serand gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsl; h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extendr(2) -1-0-0 to 5.0-0, Intenor(1) 5-0-0 to 13-3-8, Exterior(2) 13.3-8 to 19-3.8, Intenor(1) 19-3-8 to 27-7-0 zone; Cantilever left and right exposed ;C-C for members and forces & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load noncencunenl with any other live loads. 4) ' This truss has been designed for a live load of 20.0p n' on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will rd between the bottom chard and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate Capable Of Withstanding 368111 uplift at joint 2 and 3684b uplift at joint 6. This item has been electronically signed and sealed by Alberti, Thomas, PE using a Digital Signature. Printed copies of this document are not Considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albert PE No.39380 Mek USA, Inc. FL Can 6634 0904 Papa East Blvd. Tampa FL 33610 Daft: March 23,2020 ®WARNING-Vedry du gn pammetwe antl READ NOTES ON MIS AND INCLUDED MREK REFERENCE PAGE Atii m. 1N034016 BEFORE USE. UMME Design valid for use onywM Mines® connectam. This design Is based only upon parameters shown, and Is for an individual building component, not an. system. Before use, me building designermust verlyme appG=abiliy of design parameters and property Incoryomtemis deep into the overall bundlagdesign. Bracinginalcatedistopreventbucding cfirdlMdual truss web stover chord members only. Addltlonal temporary and pearaneM bracing MiTek' Is always required rorstabgly ante PeveN collapse won possible personal injury and pmpeoy damage. For geneml gukance regaraing the fabncation, starxge, dellvery,erediot and trading Illnesses and truss systems, see MS IOuaIdy CMda,DSRasandBOSIBWIding Compon4nt 6904 Pane East BW. Sereyiefomratlon available tom Truss Plate Instrul 21B N. Lee Street, Suite 312, Alexandre, VA22314. Tampa, FL 36610 w w Job Truss oly PlyT19758951 2284382-PSLP-5417 A3 7:Type 1 1 Job Reference (optional) bunters First source, Plant ury, bL- Utioo, d ST1.Sx_ _.. 3x8 = 8.cc 12 3x4 = 40 = sed = 3%4 = Scale=1:47.0 k i•E LOADING (par) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-04 Plate Grp DOL 1.25 LumberDOL 1.26 Rep Stress Incr YES Code FBC20171rP12014 CS'. TC 0.68 BC 0.79 WH 0.45 Matrix-SH DEFL. in Ven(LL) -0.21 Vert(CT) -0.32 Horz(CT) 0.05 Wnd(LL) 0.15 (IOC) Vde0 L/d 7-9 1999 360 1-9 >972 240 5 Na n/a 1-9 >999 240 PLATES GRIP MT20 244/190 Weight: 120 Is FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-5 cc purlins. BOTCHORD 2x4 SO No.2 BOTCHORD Rigid ceiling directly applied or 5-11-15 cc bracing. WEBS 2x4 SO No.3 REACTIONS. (size) 5=0-7-10, 1=0-7-10 Max Horz 1=-144(LC 10) Max Uplift 5=369(LC 13). 1=327(LC 12) Max Grav 5=1033(LC 1), 1=958(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=1646/11(34, 2-3=1468/1090, 34=1461/1041, 4-5=-1639/1058 BOTCHORD 1-9=819/1410, 7-9=.384/936, 5-7=818/1402 WEBS 3-7=355/587, 4.7=339/456, 3.9=369/594, 2-9=344/460 a NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Exlenor(2) D-3-13 to 6-3-13, ntenor(i) 6-3-13 to 13-3-8, Exterior(2) 13-3-8 to 193-8, Intenar(1) 19-3-8 to 27-7-0 zone; Cantilever left and night exposed ;C-C for members and forces & Mi for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 par bottom Chard live load nonconcufrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf an 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, with BCOL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 369 lb uplift at joint 5 and 327 lb uplift at This item has been joint 1. electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albanl PE No.39380 MRek USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 Data: March 23,2020 ®WARNING-Vedry design parameters and READ NOTES ON WIS AND INCLUDED MITER REFERENCE PAGE Mri rw. 10603M015 BEFORE USE. �- Design valid for use only ask MRekts comeavers. Talc design is based only upon pammelers shvxn, and is for an individual bulking wmponen%nM a truss system. Bekre use, me building designer must very Pe applirabSRym design yammerers and pmpe ly incoiparele this design Imo me overall buildingdesign. Bracing indicated is to prevent buckling V Individual truss web anwor chard members any. Additional temporary and permanent bracing MiTek' is away; required for stability and to prevent aolapse with possible personal inury and property damage. Forgenerd guidance regarding the economics, stamggdelivery.ere6anand bracinga(trusses and Mass systems, see ANSI/Tali aveing, Crderl DSBA9 andaCSi Building Component 6904 Parke Fast Blvd. Seraylsond on available rmm Truss Plate InsBtme,218 N. Lee slreel. Suite312,Alewandra, VA02314. Tampa, FL 36310 Jab Truss Type Oty Ply �Anuss T1975B952 2284382-PSLP5417 4 Common 7 1 Job Reference (Optional) auimers rest Source, Plant Gity, eL-325aW, B.240 s Mar 9 2020 MITek Industries. Inc. Mon Mar 23 W 33:04 2020 y ST1.505TP = 3.4 i 4x8 = 6.00 12 3 3x4 = axe = 3n4 = Scale = 1481 ST1Ex8STP = 3x4 -- Plate Offsets (X Y)— 11:0-2-10a1-8) [2:0-3-0D-3a]14:0-3.0 D-3-a( [5:0-1-5 D-1-81 LOADING (psf) SPACING- 2-0-0 Cat. DEFL. in (IOC) gdejl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 115 TC 0.68 Vert(LL) -0.21 6-8 >999 360 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.32 1-8 >971 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.45 Hoa(CT) 0.05 5 ma n/a BCDL 10.0 Code FBC2017frP12014 MatrixSH Wnd(LL) 0.15 1-8 >999 240 Weight 1181Is FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 REACTIONS. (sbe) 5=D-6-10, 1=0-7-10 Max Horz 1=132(LC 9) Max Uplift 5=-326(LC 13), 1=327(LC 12) Max Gnav 5=959(LC 1), 1=959(LC 1) FORCES. (I e) - Max. Camp./Max. Ten. -All forces 250 (Ib) or less exceptwhen shown. TOP CHORD 1-2=1646/1105, 2-3=1469/1091, 3-4=1465/1089, 4-5=1641/1102 BOT CHORD 1-8=842/1411. 6-8=-406/937, 5-6=843/1404 WEBS 35=365/588, 4-6=-340/457, 3-8=368/594, 25=344)460 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-5 cc punins. BOT CHORD Rigid ceiling directly applied or 5-11-0 cc bracing. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10: Vuft=160mph (3-seccnd gust) Vasd=124mph; TCOL=4.2pst, BCDL=5.Opsf; h=151t; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-3-13 to 6-3-13, Interior(1) 6-3-13 to 13-3-8, Exterior(2) 13-3-8 to 19-3-8, Interior(1) 19.3-8 to 26-2-11 zone; Cantilever left and fight exposed ;CC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load noncencument 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 fM1 between the bottom chard and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 326 Is uplift at joint 5 and 3271b uplift at joint 1. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Atonal PE No.38380 MiTak USA, Inc. FL Cart 6834 9904 Padre East Blvd. Tampa FL 33610 Date: March 23,2020 ®WARNING - Vady demon parameters an tl REA D NOTES ONTNTS AND INCLDDEO MTTEK REFERENCE PACE M14747a .10, 0=014 BEFORE USE. Design valid for use any with Mmek®connemnrs. This design is based art, upon parameters shown. and is for an indlvldum butdog component not a truss symem.aemts use. Vie building deagnermumvedythe applimblrmy of design parameters and pmperlyinmryorme Nis design me Me overall buildingdesign. Bracing Indicated la to prevent buckarms ling of lndlMdual as web antler chord members onty. Additional temporary and permanent bracing �{ M!Tiek Is always required for stability and to prevent collapse with possible personal Injury and pal damage. For general guidance regarding me recreation, smage,delivery, earl and bracing of tmsus and tress systems, no ANSVTPlf Quality Censs, DS"9 end Beal Building Component 6904 Parke East Blve. SaleylnbrmNan available hem Tmss Plate Institute, 216 N. Lee Street Suite 312, Alexandra, VA22314. Tampa, FL Me Job Truss Truss Type Dty Ply TTI�97553 2284382-PSLP-5417 B1 Hip 7 1 Jab Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 92020 MiTek Industries. Inc. Mon Mar 23 06:33:05 2020 Page 1 0:8_6iCi63dp8HIGgXpWGfxGzEYB7-wbsLPKKSEbgCnjEfEJaeHfyxRW2ziginjrmXa6zY7yC 7-7-f0 5-]-1 10-0.8 1747 752-75 20.7-12 267-0 277'0 -1-10 45.7 d-5-7 1-39 310.15 Sd-12 S11< 14)-0 54 = 4x6 = Scale =1:49A 'a Sy. an. 3xB = 15 Sea = SA = LOADING (psf) SPACING- 2- 0 TOLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Ina YES BCDL 10.0 Code FBC20171TP12014 CS'. TC 0.58 Sc 0.64 WB 0.40 Matnx-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wnd(LL) in (IOC) Udell L/d -0.16 14-15 >999 360 -0.3414-15 >910 240 0.13 8 n/a n/a 0.1412-13 >999 240 PLATES GRIP MT20 2441190 Weight: 1591b FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural mod sheathing directly applied or 4-2-2 cc purlms. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 5-10-11 cc bracing. 2-15: 2x6 SP No.2, 4-14: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-7-10, 8=0-7-10 Max Hom 1=124(1_C 10) Max Uplift 1=-312(LC 12), 8=354(LC 13) Max Grav 1=958(LC 1).8=1033(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1427/1036, 2-3=-625/591, 3.4=-1127/913, 4-5=1350/1165, 5-6=1085/972, 6-7=1279/989, 7-8=1719/1223 BOT CHORD 1-16=798/1178, 15-16=296/528, 2-16=-187/397, 14.15=-680/993, 4.13=-288/336, 12-13=510/1051, 10-12=963n459, 8-10=963/1459 WEBS 3-15=-645/490,6-12=-185/336,7-12=-445/492,5-13=438/462 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Eclenor(2) 0-3-13 to 6-3-13, Interior(1) 6-3-13 to 11-4-1, Extenor(2) 11-4-1 to 23-8-12, Inumor(1) 23-8-12 to 27-7-0 zone; cantilever left and right exposed ;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. This Item has been 4) This truss has been designed for a 10.0 par bottom chard live load nonconcurrenl with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members. sealed by Albani, Thomas, PE 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 312lb uplift aljoint 1 and 354lb uplift at using a Digital Signature. joint 8. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Alban! PE No.3938D MiTek USA, Inc. FL Gaut 6534 8904 Parke East Blvd, Tampa FL 33610 Date: March 23,2020 ®WARNING - Vedfy design pammelem and READ MOTES ON THIS AND INCLUDED Ml rEK REFERENCE PAOE MIF7Q3 m. 1O93I201 S BEFORE USE. Design valid for use only with Mr-elt®connectors. This design is based ony upon parameters shown, and Is for an indiNdual building component not Do a Wu sydem. Before use. Me building designer murivenylhe appheabilRy afdeslgn parameters and properly lnramarate Nis deogn into the overall building design. Bracing indicated is to prevent bucking 0indrvkual truss web andlor apes members any. ADddianal temporary and permanent bracing MiTek' k sways required 1m stabg0y and to proves collapse with possible personal INury and propeMdamage. Forgeneml guldar¢e regarding me rabne de( ry, erection and bmang atWsses and subs, systems, see ANSYnaf DuaRy Croaria. DS"9 and BCS/ amassing Component 6904 Parke East Blvd. ,,storage, Se/ey/nlormrson available Wm Truss Plate lnstilute, 218 N. Lee Street Suhe 312. Nerendda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T19758954 2284382-PSLP-5417 82 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 9 2020 MTek Inc. Mon Mar 230G:33AB 2020 Pagel IOlpro16tglV1nwG_RCIwxVW47YzY7y0 Scale: 1/4"' &B = e1S18 9xB = 14 13 11 10 4,6 = 3x4 = 3aS — 3x8 = 6x8 = Plate Offsets (X Y)— 12:0-2-0 Edge1 [5:0-5-8 0-2-41 (6:03-4 0-2-01 [15:0-3-8 D-0.01 LOADING last) SPACING- 2-0-0 Cat. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vart(LL) -0.20 10-11 B99 360 MT20 - 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.4010-11 >782 240 SCLL 0.0 ' Rep Stress Ina YES WB 0.74 Horz(CT) 0.04 10 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matni Wnd(LL) 0.06 11-13 >999 240 Weight: 155 to FT=20% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' 3-14: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 10=10echanical Max Hoa 2=.103(LC 10) Max Uplift 2=336(1_C 12), 10=333(LC 13) Max Grav 2=1038(LC 1), 10=1028(LC 1) BRACING. TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied or 6-5-15 cc bracing. WEBS 1Row at micipt 5-11 FORCES. (Ib)-Max. Comp./Max.Ten.-All forces 250(Ib) or less exceptwhen shown. TOP CHORD 2-3=1360/1008, 3-4=-588/513, 45=-1155/937, 5-6=1007/926, 6-7=-1172/940, 8-10=248/392 BOT CHORD 2-15=.787/1107, 14-15=-345/568, 3-15=-218/417, 13-14=680/953, 11-13=.544/992, 10-11=715/976 WEBS 5-13=22/262, 6-11=-35/283, 7-10=1109/862, 4-14=663/517 NOTES- 1) unbalanced roof live toads have been Considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf, h=15H; Cat. II; Exp C; Encl., GCp1=0.18; MWFRS (envelope) and C-C Exterior(2)-1-0.0 to 5-0-0. Interior(l) 5-0-0 to 94-0, Exterion(2) 9-4-0 to 25-8-13, Intenor(1) 25-8-13 to 27-7-0 zone; Cantilever left and right exposed ;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 psf bottom chard live load nonoencurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom them in all areas where a rectangle 3.6-0 tall by 2-0-0 vide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 335 Ib uplift at joint 2 and 333 Ib uplift at joint 10. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39380 MiTak USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33010 Date: March 23,2020 ®WARNING- Veryydaslgn panmmws antl READ NOTES ON THISAND INCLUDED Mol REFERENCE PAGEMIFTO3 rev. I&OW l5 BEFORE USE. Deaign valid for use onlywlN MTeka connectors. This design is based poll, upon parameters si v rn, and is far an individual budding component not a truss System. Before use, Me building designer must vcnfy Me applicabiey probe, pammeleo and propel, incorporate Nip design intothe overall bulldin9design. Bracingindicatedistoperventbuekling of irucMdual truss web and/or Upnt members poll. Motional temporary and permanent bracing MiTek' Is always required far opacity and to prevent collapse win possible personal injury and propel, damage. Forgeneralguidarmere9ardingthe fabricator, storage. delivery. amenon and Means of Vusxs and bum systems, sea ANSYTW1 Oue13y Crimd4 DSB29 and BCSl Building Component 69N Parka East Blvd. Sannyholormadon rvallable Bom Tmss Plate lnablule, 218 N. Lee greet, Sate 312, Alexandra, VA n314. Tampa, FL 36810 w Job Truss Type Cry ply T19758965 2284392-PSLP-5417 B3 �H:ss 1 t Job Reference optional Builders First Source, Plant City, FL-32556, b.24u s mar u zu2u ml I eK Industries, coo. man mar [a ub:Ad:u l zuzu rage 10:8 6iCi63dp8HldgxpWGfxGzEYB7-s_SgCM7m04v 107Lkd7M420FKbsAhG3A9Fdf_ZY7yA 74)-0 1-t-10 7-0-0 133-6 193-0 26-7-0 1-0-0'1-7-101 6-2-0 I 6-11-8 5-77A 74-0 Stale=147.4 5x6 = 2x4 II 5x6 = 4 15 5 16 6 5xB = 12 - 11 10 9 8 3x4 II 3x4 = ads = 4x6 = 3x6 I 1-1-10I ]-0-0 133-8 3-0 25-7-0 19 4-t-10 5.2E 5-11-8 5-N 744 Plate OHsets(XY)- [2:G-0-12Edge1 [4:0-6-00-2-8[ [6:0-5-80-2-4) [7:03-00-1-8] [10:D-400-3-01 LOADING (pat) SPACING- 2-D-0 CSI. DEFL. in (too) Vast Lid PLATES GRIP TOLL MO Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.08 8-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.17 8-9 >999 240 BCLL 0.0 ' Rep Stress Ina YES WE 0.53 HOrz(CT) 0.05 8 Na n/a BCDL 10.0 Code FBC20177TPI2014 Matrix-SH Wind(LL) 0.08 1D-11 >999 240 Weight: 150 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'Excepl' 3-12: 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 8=Mechanical Max Horz 2=89(LC 12) Mint Uplift 2=-315(LC 12), 8=281(LC 8) Max Grew 2=1039(LC 1), 8=965(LC 1) FORCES. (Ib) - Max. Camp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=1235/880, 3-4=-1221/892, 4-5=-1308/1105, 5.6=1308/1105, 6.7=1269/908, 7-8=894/745 BOT CHORD 2-13=817/1065, 3-13=-249/354, 11-12=-452/536, 10.11=-626/1025, 9-10=-652/1055 WEBS 3-11=205/534, 4-10=-290/436, 5-10=357/377, 6-10=238/413, 7-9=500/920 Structural wood sheathing directly applied or2-2-0 oc fading, except end verticals. Rigid ceiling directly applied or 6-0-8 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=1.2psf; BCDL=S.Opsf; h=15R; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5.0.0 to 7-4-0. Extermr(2) 7-4-0 to 15-9-13, Intenor(1) 15-9-13 to 19-3-0. Extenor(2) 19-3-0 to 26.5-4 zone; Cantilever left and night exposed ;C-C for members and farces & 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 par bottom chard live load nonconcurrenl 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 fA between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 315111 uplift at joint 2 and 201 Ito uplift at joint S. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39330 MiTak USA, Inc. FL Can 6634 6904 Parke East Blvd, Tampa FL 33810 Date: March 23,2020 ®WARNING - VM/y design paramefera and READ NOTES ON THIS AND INCLUDED MITI ( REFERENCE PAGE MIP702 rn. 16mL2d1 S BEFORE USE. Design valid for use dais with MBek® connectors. This design is based ony upon parameters shown, and is for an Individual building wmpanent, not a buss system serve use. 0e building designer must very Me appbwbd4y of design parameters and papery incorporate this design ima the averall building design. Bracing indicated is to prevent buckling of lndiAdual Was web and/or mth omemben:ony.Addilonel temporary and permanent bracing WOW iaalwaysreguiredmr=ltdyandtop Mmgapaewahpassibteper mllnjuryandpmpeMdamage. ForgenereguidameregaNingthe hbdcabon,storage. deGeery, erection and pricing ofbusses and truss stations. See ANSgTPll quality Cradne, DSBde end SCSI Building Campanevw 69M Parke East BIW. Sandylnhownedon available from Tress Plate Institute. 218 N. Lea Street. Suhe 312, Nexandda, VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T1975B95fi 2284382-PSLP-5417 B4 Rour Special 1 1 Jab Reference o 5onal Sourw, Plant City, FL-32566, 5xB = &DO 12 17 18 2x4 II 8.240 s Mar 9 2020 Mi Industries, Inc. Mon Mar 23 06:33:05 2020 &a = 3x4 = 4A = 12 11 10 9 g 2x4 II 3x4 = 5x8 = 4x6 = 3x8 II 1-1-10 543-0 18-e-e 20-11-0 242-6 26-]-0 '1-1-10 46L 7-7-e ]-]a 3.3-8 2-4A Plate ONsets(X,Y)— (2:0-1-0,Edge) [4:0-6-00-2-8] [6:0-6-00-2-8] [7:0-3-40-2-6] (10:0-4-00-3.0] LOADING (psp SPACING. 2-0-0 CSI. DEFL. in (too) III L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.08 10-11 >999 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.2010-11 >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.63 Hom(CT) 0.04 B n/a Na BCDL 10.0 Code FBC20171TP12014 Matrix-SH Wntl(LL) 0.10 10 >999 240 Weight: 148 to FT=20% LUMBER. BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD BOTCHORD 2x4 SP No.2'Except' 3-12: 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) B=Mechanical, 2=0-7-10 Max Horz 2=74(LC 12) Max Uplift 8=314(1_C 8), 2=339(LC 9) Max Gray 8=965(LC 1), 2=1039(LC 1) FORCES. (lb) -Max. Comp,rMax.Ten.-All forces 250(lb) or less except when shown. TOP CHORD 2-3=1226/843, 3-0=1186/839, 4-5=-1620/1222, 5-6=-1620/1222, 6i7=1259/882, 7-8=915017 BOT CHORD 2-13=-710/1008, 3-13=206/25B, 11-12=350/460, 10-11=-605/1031, 9-10=-665/1064 WEBS 3-11=326/625, 4-10=46Of7l8, 5-10=470/481, 6-10=415/691, 7-9=586/1010 Structural wood sheathing directly applied a3-6.8 oc purling, except end verticals. Rigid ceiling directly applied or 6-7-14 oc bracing. NOTES- 1) unbalanced roof live loads have been Considered for this design. 2) Wnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.21psf, BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpl=I MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0.0, Intenor(1) 5-0-0 to 5-8-0. Extefior(2) 5-8-0 to 11-8-0. Inlerior(1) 11-8-0 to 20-11-0, Exterior(2) 20-11-0 to 26-5-4 zone; cantilever left and right exposed ;C-C for members and farces 8 M WFRS 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 par bottom chord live load nonconcurtent 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 chard and any other members. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 314 lb uplift at joint 8 and 339 lb uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Alban! PE No.39380 MITak USA, Inc. FL Court 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2020 ®WARNING- Verity tlesign panmefen and READ NOTES ON MIS AND INCLUDED Manor REFERENCE PAGE Mll-703 n,, 1deL301SBEFOREUSE Design valid for use only with MTekdoconneclora: Thu design Is based only upon parameters drawn. and is for an individual building mmponerL not a truss system. Before use, rue building designer must verify Me appbcabigly of design parameters and property incorporate mis design Into me overall building design. Bracing indicated Is to prevent buckling of indiVdual truss web andlor chord members only. Adddienal temporary and pnmanent bracing M[Tek is always required for stability and to pol all wJM possible personal Injury and pmpedy damage. For general guidance regarding rue h5firagon,5mege, deWery,eretlion end braungd Wsses and truss aystems,see A sS IQUWWCrftad40s& 9"dBCWBuilding Componem 6904 Parke East Blvd. SdinylnformeNon availablefiom Truss PlaMinstiMe,218N.Lae Rmet,Suge3l2,Alermndna,VA22314. Tdmpd,FL 36610 e Job Truss Truss Type Oly Ply T19758957 T1Jb 2284382-PSLP5417 B5 Helf Hip Giber 7 eference o lional Builders First Source, Plant Lay, I-L-32bbd, O.L9V 5 M2r a LVLu Ml let{ em.atnee, InG. MVn Mtll [J W.OJ.. , LV<. Scale=147.4 NAILED NAILED NAILED 4x6 = Bz12 MT20HS = 3x4 = SxB = BAD 1AIL 2 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3xB i 4 15 16 17 18 5 19 20 21 6, 23 24 25 7 3xl2MWOHS = 3 4 Sx8 ST 13 12 26 27 26 29 11 30 2.4 II 5x8 = NAILED NAILED NAILED 3x4 NAILED NAILED NAILED 31 321D 933 34 35 38 B NAILED 4x8 = 6x8 = NAILED NAILED NAILED 4xB II NAILED NAILED 1-1-10 3-0-0 11.44 1840-12 26-7-0 ten I 7A._p 71 19 Plate Offsets (X V)— (4'0-3-8 0-2-0) [8:Edae 0-3-8) 19.0-3-8 0-2-8] LOADING (psf) SPACING- 241-0 CSI. DEFL. in (too) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.31 9-11 >999 240 MT20 2441190 TCDL TO Lumber DOL 1.25 BC 0.84 Vert(CT) -0.41 9-11 >761 240 MT20HS 1871143 BOLL 0.0 ' Rep Stress Inns NO We 0.80 Horz(CT) 0.05 8 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 141 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD 1-4: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except- BOT CHORD 2-14: 2x4 SP No.2, 3-13: 2x6 SP M 26 WEBS WEBS 2x4 SP No.3'Exci l' 5-12,6-11,7-9: 2x4 SP No.2 REACTIONS. (size) 8=10echanical, 2=0-7-10 Max Hoe 2=111(LC 23) Max Uplift 8=-981(LC 5). 2=946(1_C 5) Max Gmv 8=1775(LC 1), 2=1824(LC 1) FORCES. (Ib)-Max. CompJMax.Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=2584/1382, 3-4=-2059/1079, 4-5=-1888/1028, 5-6=-3924/2192, 6-7=3350/1868, 7-8=1654/1029 BOT CHORD 2-14=1174/2090, 12-13=470/835, 11-12=2206/3921, 9.11=1868/3350 WEBS 3.12=740/1336, 4-12=0/451, 5.12=2209/1291, 5-11=0/408, 6-11=351/621, 6.9=1051/923, 7-9=1969/3530 Structural wood sheathing directly applied or 3-4-0 cc purlins, except end verticals. Rigid ceiling directly applied or 5-3-0 cc bracing. 1 Row at midpt 5.12, 7-9 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psfi BCDL=5.Opsf, h=1511; Cat. II; Fxp C; Encl., GCpi=0.18; MWFRS (envelope); Cantilever left and right exposed ; Lumber OOL=1,60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 pal bottom chord live load nonconcument with any other live loads. 5) - This truss has been designed for a live load of 20.0psf 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 981 lb uplift at joint 8 and 9461b uplift at joint 2. 8) "NAILED" indicates 3-1 Did (0.148'k3") or2-12d (D.148"x3.25'1 toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, toads 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=7.25. Plate Incease=1.25 Undone Loads (pit) Vert: 1-4=-54, 4-7=-54, 2-14=20, 8-13=20 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2020 ue AWARNING- Vedrydeekn panmmera andREAD NOTES ON THIS AND INCLUDEDMITEx REFERENCE PAGEMIA7473 rev. fa MMS BEFORE USE. Design valid for use onlywre NLTek® connectors. This design Is based only upon parameters sheen, and Is for an ind'Mdual building component, net �_• a truss system. Barone use, me building designer must verify the appiicobllty of design parameters and pmpedy incorporate Nis design into the overall buildingdesign. Bracing Indicated Is to prevent buckling0Indidualtmuwebandlorchodmembersonly Additional temporary and pemlanentbracing MiTek' Is always required for stabildy and to prevem collapse with passible percorel Injury and property damage. For general guidance misleading Pe Mercator, storage, defesry. emotion and bmung drbussea and truss systems, see ANSYmf Ouarg, Coded, DSBa9 and BLS/ Bui/CMg Component 6904 Parke East Blvd. Safeylnfmmadon available room Truss Plata lns9tule,218 N.Lee street Huila 312, Alexandre, VA 22314, Tampa, FL 36610 Job Truss Truss Type Oty Ply T19758957 2284382-PSLP-5417 85 Half Hip Girder 1 1 Jab Reference o 5onal Builders First Source, Plant City, FL-32555. 8,240 s Mar 9 2020 MRek Industries, Inc. Mon Mar 23 D6:33:11 2020 Page 2 ID:B 6063dp8H ldgXpWG&GZEYB?AlDefOPdgRaLVeipaeh3XwCtlxyB6R2f5nDromzY7y6 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=125(F) 12=-18(F) 15=-94(F) 16=94(1`) 17=-94(F) 18=-94(F) 19=-94(F) 20=-94(F) 21=94(F) 22=-94(F) 23=-94(F) 24=-94(F) 25=-94(F) 26=38(F) 27=-38(F) 28=38(F) 29=38(F) 30=-38(F) 31=-38(F) 32=38(F) 33=38(F) 34=38(1`) 35=38(F) 36=38(F) ®WARNING -Verly Ceslga pen swea and READ NOTES ON MIS AND INCLUDEDMinni REFERENCE PAGEMIP1,W3 rev. 10TV2015 BEFORE USE. Design valid far use any will MmeA@connecimd. This design is based any amco upon pamers shown, end is kran individual building component not a buss sydem:Before use. Oe building designer must wetly me applicability of design paamatem and properly incorporate this design has the overall -•Y buildingdesign. Bracing indioatedIstoprevent bucdingoflndMdualtmssweb and/or choldmembemany..Additionaltempoayand pennanentbracing MiTek' is aWap required far stability and to proved collapse with possible personal injury and papery damage. Far general guidance regarding me fabrication. storage, defmry, session and bracing ofhusees and truss system. we ANSVTPII(postal c6hods, DS889 NdB= Buflding Dompanvrt 6904 Palle East Blvd Sereyldy0rmeVdA available M1om Truss Plate InAMe. 218 N. Lee Basis. Suite 312. Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T7976B958 2284382-PSLP-5417 C1 Roof Special 1 1 Job Reference (optional) Bunoers rlrst Jounce, rlanr, Gw,,-a,., ni a 4x6 — 6.00 12 6 3x4 = 4k6 = 12 11 10 9 8 3x4 II 3x4 = Sx8 = 418 = 3x6 II 1-1-to 6-9-8 1338 19-9-6 28-7-0 re_snl ATdA 1 aaa ran r`aB Scale =1:Eat Plate Offsets (X Y)— [2:0-1-0 Edoe) [4:0-3-0 0-3-0) [7:0-3-0 0-1-8] [10:0-4-0 0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Won Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(L-) -0.06 10-11 -999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 ViIi .0.1310-11 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.50 Hom(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-SH Wlnd(LL) 0.0710-11 >999 240 Weight: 155 to FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'Except' 3-12: 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 2e0-7-10,8=Mechanical Max Harz 2=14519) Max Uplift 2=-371(LC 12), 8=330(LC 13) Max Grant 2=1039(LC 1), 8=965(LC 1) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-1229/724, 3-4=-1211/801, 4-5=-9951770, 5-6=-998/793, 6-7=-12831851, 7-8=901/692 BOTCHORD 2-13=601/1029, 3-13=214/291, 11-12=-322/489, 10-11=-614/1050, 9-10=-631/1084 WEBS 3-11=3471593, 4-10=342/336, 5-10=348/519, 6-10=380/361. 7-9=575/999 Structural wood sheathing directly applied or 4-7-2 oc purling, except end verticals. Rigid ceiling directly applied or 7-3-12 oc bracing. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASIDE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Fxlerior(2)-1-0-0to 5-0-0, Interior(1) 5.0-0to 13-3-8, Extedor(2) 13-3-8 to 19-3-8, Inlerior(1) 19-3.8 to 26-5.4 zone; Cantilever left and right 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 par bottom chord live load nonconcumenl 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) Refer to girder(s) for truss to truss Connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 371 to uplift at joint 2 and 3301b uplift at joint 8. This item has been electronically signed and sealed by Alberti, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39390 MiTek USA, Inc. FL Cod 6634 6904 Patio East Blvd. Tampa FL 33610 Data: March 23,2020 ®WARNING - Vedly desgn penmerer s and READ NOTES ON THIS AND INCLUDED INTEK REFERENCE PAGE MIpT4T2 m.1 D027015 BEFORE USE. Design valid am use any with MiTek®connectors. This design Is based only upon parmeters shorn, and Is for an Individual building component not atruss System. Bemm use, the building designer mustveRylhe applirabdity afdesign parameters andpreyedy incorporate Ms design LM the bwrell �`Ik�•YY building design. Bracing Indicated Is to prevent buckling M indivlduanmssweb and/or choral members only.AMdional temporary and permanent bracing Welk' Is allays required roc stability and to prevent collapse with possible personal injury and pmpeM damage. For general guidance regain ing me fabdra0on,9orege,delivery, eremibn and bracing ofWssea and truss systems, see ANSUTPI1 Oualdy CNreda, DS"9end Most BuflOing Compoetwe 6904 Parka East BNd. �Seletylnbrmaflon availMle ford Truss Platavail�ble ford Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22914. Tampa, FL 31 Job Truss Truss Type Oty Ply T19755959 2284382-PSLP-5417 C2 RoofSpecial 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32565, Coo 12 3x6 = JF° — 44 II 10 2x4 II 8.240 s Mar 9 2020 MiTek Inc. Mon Mar2305:33:142020 a 0 Eta = 3x6 II &11-0 14-413 20.6-0 2&7-0 6-11-0 7-10.t3 I 510E 5-10.12 Seale = 152.3 Plate ONsets(XY)— [2:0-2-120-1-8113:0-3-00-3-4] fll:0-3-120-2-81 LOADING (fist) SPACING. 2-0-0 CSI. DEFL. in (too) Ildeft Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.70 Vert(LL) -0.16 11-12 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.31 11-12 >999 240 BCLL 0.0 ' Rep Stress Ina YES WE 0.42 HoR(CT) 0.05 8 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wintl(LL) 0.10 2-12 >999 240 Weight: 157111 FT=20% LUMBER- BRACING. TOP CHORD 2x4 SO No.2 TOP CHORD BOT CHORD 2x4 SO No.2 *Except' 5-10: 2x4 SP No.3 BOT CHORD WEBS 2x4 SO No.3 WEBS REACTIONS. (sae) 2=0-7-10, 8=Mechanical Max Horz 2=145(LC 9) Max Uplift 2=371(LC 12), 8=330(LC 13) Max Grav 2=1 D39(LC 1), 8=965(LC 1) FORCES. (lb) -Max. ComptiMax.Ten.-All forces 250(Ib) or less except when shown. TOP CHORD 2-3=1713/1047, 3A=-1713/1320, 4.5=.1225/1030, 5-6=1281/921, 6-7=1263/842, 7-8=910/684 BOTCHORD 2-12=-839/1447,11-12=418/945,5-11=220/350 WEBS 3-12=361/522, 9-11=631/1088, 6-9=346/340, 7-9=575/1021, 4-12=628r751, 4-11=484/605 Structural wood sheathing directly applied or 3-11-5 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at lac l 4-12 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; VuI1=160mph (3-sewn gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=15N; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1.0-0 to 5-0.0, Intericr(1) 5.0.0 to 13-3-8. Extenor(2) 13.3-8 to 19-3-8, Interior(1) 19-3-8 to 26-5-4zone; cantilever left and right exposed ;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load noncencu ent 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 fill between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Referto girders) for truss to truss Connections. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 371 0 uplift at joint 2 and 33D III uplift at joint 8. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39380 MITak USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2020 AWARNINO- Vedrydesbnpanmalen and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473rw. 10/032015 BEFORE USE Design valrd for use ony wiM MITek® connectors. This design Is based only upon parameters strewn, and is for an Indi4dual building component, not a truss system. Berom use, Me building designer must verify rue apprmablQy of design parameters and property inCorporae Mis design into Ma overall bulldingdeslgn. Bracing indicated is to prevent buckling ofindimdual truss web endioremal members ort,Motional temporary and permanent bracing MiTek' is always required for Stability and to prevent Collapse with possible pomboal Mfury and property damage. For general guidance recording Me stronger. storage,delivery,emotion and trading of Wsses and buss systems, sea ANSWPII Quality Crirarie, DS"m and SCSI Building Component 6904Parke East BIM. Sermylatbadedon available hom Truss Plate Insli um.219 N. Lee Street, Suite 312. Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply T19758960 T1J.1 2284382-PSLP-5417 C3 Roof Special 1 eference (optional) umldes nrst bounce, rlant r:my, ri. - Azobb, 3x6 = as — data 11 e.OD 12 4 9ve II 10 2x4 II 9 8 Saa = 3x6 II &11-0 14-9-13 2D-84 26-7-0 e_nn 1 T_tale 1 5.t 0e 1 5.t0.12 1 Goals= 1:52.7 Plate Offsets(XY)— f2:D-2-120-1-81 f3:0-3-00-3-4) 111:0-3-120-2-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) IIdeB Ud PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.73 Vert(LL) -0.16 11-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.31 11-12 >999 240 BCLL 0.0 ' Rep Stress Incr YES We 0.45 Hom(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017TFP12014 Matrix-SH Wnd(LL) 0.10 2-12 >999 240 Weight: 157 lb FT=20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TCP CHORD BOT CHORD 2x4 SP No.2'Except' 5-10: 2x4 SP NOS BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=04-10, 8=Mechanical Max Horz 2=145(LC 9) Max Uplift 2=371(LC 12), 8=330(LC 13) Max Gran, 2=1039(LC 1), 8=965(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1713/1109,3.4=-1713/1407,4-5=-1225/1076,5-6=-1281/949,6-7=1263/861, 7-8=910/697 BOT CHORD 2-12=914/1447, 11-12=442/945, 5-11=-220/355 WEBS 3-12=361/575, 9A 1=6513/1088, 6-9=-346/359, 7-9=630/1021, 4-12=703/751, 4-11=523/605 Structural wood sheathing directly applied or3-11-5 oc puffins, except end verticals. Rigid ceiling directly applied or 5-11.10 Go bracing. 1 Row at midpt 4-12 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=1511; Cat. 11; Exp C; Encl., GCpF0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0.0, Intenor(1) 5-0-0 to 13-3-8, Exterior(2) 13-3-8 to 21-9-5, Intenor(1) 21-9-5 to 26-54 zone; Cantilever left and right exposed ;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DCL=1.6D 3) This truss has been designed fora 10.0 par bottom chord live load nonconcumenlwith 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-D-0 wide will fit between the bottom chard and any other members, with BCDL= 10.Opsf. 5) Refer to a rder(s) for truss to truss Connections. 6) Provide mechanical connection (by others) Of truss to bearing plate capable of withstanding 371 lb uplift at joint 2 and 3301b uplift at joint 8. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Con 6634 6904 Parke East Blvd Tampa FL 33810 Date: March 23,2020 ®WARNING - VeKly design parameters and BEAD NOTES ON MIS AND IMCL U060 MITFK REFERENCE PAGE 14114R0 rev. 1"32015 BEFORE USE. Drum valid far use any with MITek® connecters. ThIs design is based only upon parameters shown, and Is for an individual building component, not a Wed system. Before use, the building designermudwiththe appgrabiky ofdesign parameters and property incorporate Nis design Rda Me usual buildingdesign, Bracing indicated is to prevent bucking of individual Was web andlorchord members only. Additional temporary and permanent bracing (,�-�•YY M qITek' Is always required for stability and to prevent colisp,. with possible personal injury and property damage. For general guidance regaNing Pe fabrication, abroad. delivery, a ed ion and bracing of Wsses and truss systems, one Mel DVel3y preterit, DS"9 and BCV 8u11dfng Componrnr 69W Palle Fast Bind. Seoy[nM=m on available ham Truss Pland Institute,218 N. Lee Street Sure 312, Atudendda, VA=14, Tampa, FL 36610 Job Truss Truss Type Qty Ply T19758961 2284382-PSLP-5417 C4 Hip 1 1 Jab Reference (optional) bu0aers mrst pounce, leant Glry, r1_-:1LabH, axb = e.24U5 Nor e2U[u Ml l eK Sd = Axis = 4 5 to 2x4 II LOADING (psf) SPACING- 2-0-0 CS1. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.69 Verl(CT) BCLL 0.0' Rep Stress In YES WB 0.43 Holz(CT) BCDL 10.0 Cade FBC2017rrP12014 Matrix-SH Wnd(LL) LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORC BOT CHORD 2x4 SP No.2'Except' in (Ioc) Vdeft Ud -0.11 12-13 >999 360 -0.21 12-13 >999 240 0.05 8 n/a n/a 0.08 2-13 >999 240 5-10: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (sae) 2=0-7-10, 8=11ulechanical Max Ham 2=124(LC 9) Max Uplift 2=351(LC 12). 8=310(1_C 13) Max Grav 2=1044(LC 1), 8=971(LC 1) FORCES. (to)'r Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1704/1250, 3-4=-1521/1168, 4-5=-1124/966, 5-6=-1313/995, 6-7=1268/892, 7-8=914 712 BOT CHORD 2-13=-1050/1463, 12-13=624/1102, 5-12=2161350 WEBS 6.9=366/384, 7-9=660/1021, 9-12=-698/1063, 3-13=265/445, 4-13=297/447 Inc Mon Marzs La:3J:1bzu2U Panel Scale: 1/4' 1' 11 9 a gas = axe II PLATES GRIP MT20 2441190 Weight: 1521b FT=20% Structural woad sheathing directly applied or 4-2-1 oc purling, except end verticals. Rigid ceiling directly applied or 5-7-15 oc bracing. Except: t 10.0-0 oc bracing: 10-12 NOTES- 1) Unbalanced root live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.21psf, BCDL=5.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(l) 5-0-0 to 11-1-0, Exterior(2) 11-1-0to 23-11-13, Intenor(1) 23-11-13 to 26 s5-4 zoned cantilever left and right exposed ;C-C for members and forces 8 M WFRS 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 chard live load nonconcunent 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 rd between the bottom chore and any other members, with BCDL = 10.0psf. 6) Refer to gireer(s) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351 lb uplift at joint and 310 lb uplift at joint 8. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albanl PE No.39380 Mi7ex USA, Inc. FL Cat 6634 6904 Padre East Blvd. Tampa FL 33610 Date: March 23,2020 ®WARNING -Very onef unparametem antl READ NO7ES ON THIS AND INCLUDED MITEK REFERENCE PAGE W742] row. 1003/2015 BEFORE USE. Oesignwlid for use onywa MReI® o nommum. This design is based my upon parameters shown, and is for an indiMu d amusing carremeM not a cuss system. Before use, the building designer must very the appgcabiay of design parameters and property inarparste this design into the owrell buildingdesign. Bracing indicated is to prevent buckling efindivldud loss web anmorchard members any. Additional temporary and permanent bracing WOW Is always required for stabitay and to answers auapse web possible personal injury and propeM damage. For general guidance regarding the formation. average. Cowen, ered'en and among d Wsus and Was systems,see ANSU7PIf Duality cNWrfe, Dams ondacm Buildng Component 6904 Parke East BIM. SayefylMmmadun available ham Toss Plate Institule, Eta N. Lee Street, Sude 31$ Alexandre, VA22314. Temps, FL 35810 S Job Truss Truss Type Oty Ply Trig758962 2284382-PSLP-5417 C5 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566. 8.240 s Mar 92020 Ni Industries. Inc, Man Mar 2306:33:172020 Pagel ID:B_6iCi63dp8HldgXpWGfxGzEYB?-avat RTOOHKVDZ9yxgoTmBSxIM?EWFOYTigg?PzY7yO 1-0-0I S7-0 944U 14-9-13 16-11-0 20E5 26.741 '1-0-0 St-0 4L-12 5-1-13 2-1-2 8-g-5 S10.H I axe = &B = Asa = 10 9 2x4 It Sao = Scale=1:47.4 a 36 11 B-0-0 149-13 16-11-0 20A5 26-7-0 9-8-0 5"13 2-1-2 3-9b 570.11 Plate Offsets (X,Y)— 12:0-2-12,0-1-81,14:0-6-0,0-2-81, 112o-2-4,0-2-121 (13:04-00-3-0) LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (hoc) Ude8 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(L-) -0AB 2-13 >999 360 MT20 244/190 TOOL 7.0 Lumber DOL 115 BC 0.86 Vert(CT) -0.39 2-13 >806 240 BOLL 0.0 ' Rep Stress ]nor YES WS 0.42 Horz(CT) 0.06 8 n/a Na BCDL 10.0 Code FBC20171TPI2014 Matrix-SH Wind(L-) 0.09 2-13 >999 240 Weight: 151 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 2=04-10,8=Mechanical Max Horz 2=110(LC 12) Max Uplift 2=-333(LC 12), 8=289(LC 13) Max Grav 2=1054(LC 1), 8=986(LC 1) FORCES. (lb) -Max. Comp -Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1710/1299, 3-4=-1465/1076, 4-5=1271/1038, 56=1441/1082, 6-7=1280/901, 7-8=927/718 BOTCHORD 2-13=1088/1473,12-13=720/1260 WEBS 3-13=249/418,4-13=-103/422,5-12=-177/403,6-9=-465/417, 7-9=-628I1018, 9-12=726/1108, 6-12=99/280 Structural wood sheathing directly applied art-2-0 oc purling, except end verticals. Rigid ceiling directly applied or 5-6-9 oc bracing. 1 Row at midpl 4-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-secand gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) A-M to 4-11-5. Inlenor(1) 4-11-5 to 9-8-0, Exlerior(2) 9-8-0 to 25-4-13, I menor(1) 25-4-13 to 26-5-4 zone; cantilever left and right exposed ;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 Muss has been designed for a 10.0 psf bottom chord live load nonconcument 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 333111 uplift at joint 2 and 289 to uplift at joint S. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Alai PE No.39380 MiTek USA, Inc. FL Cart 0634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2020 ®WARNING -Verily design parameters and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE NI14473 rev. 10032as BEFORE USE. waa— Design valid far use only with MTeMconnedms. This de9gn is based only upon parameters shown, and is for an Individual building compori net � a Muss system. Before use, the building designer must verify 0e appricabiTty of design parameters and property inrtnperetealisdengninfoov theemll i•Y building tlesign. Bracing indicated is to prevent buckling ofind'Mdual truss web anchor chera members only. Additional ampomry and permanent trader, MiTek' is always required for stability and to prevent collapsewNf passible personal inlury and property damage. Forgenemi guidance regartling Pe fa0dwton, storage, defmry,ertttionantl bmdng of imsuaand Wsssy9ems,see ANSgrPIl OuaIl CMda, Di and Best Building Component 6904 Parke East SM. Saretylnfomoation available ham Tmss Pletelnstitute, 21BN.LeeatreeLSude3H, Alexentlde, VA 22314. Tampa. FL 36610 Job Truss Truss Type oty Ply T19758963 22843B2-PSLP-5417 C6 Hip 1 1 Job Reference (optional) builders rest source, Ficnt Mary, rL-3vbb, axd — UX4u s Mar a Ndu MI I as InUUar1w, InG. Man Mar 23 ub:33:1d 2u2u rape 1 Scale=1:47.4 5xe = 3.4 II 5x8 = 3 13 4 14 5 9 8 7 2x4 II Eye = 3xd II LOADING (psl) SPACING- 2-0-0 CS'. DEFL. in (Icc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.96 Van(LL) -0.10 7-8 >999 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.68 Velt(CT) -0.21 7-8 >999 240 BCLL 0.0 ' Rep Stress Ina YES WS 0.54 HOrz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Wind(LL) 0.16 2-11 >999 240 Weight: 141111 FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD 2x4 SP No.2'Except' BOTCHORD Rigid Ceiling directly applied or 5.6.9 oc bracing. 4-9:2x4 SP No.3 WEBS 20 SP No.3 REACTIONS. (size) 2=D-7-10, 7=Mechanical Max Horz 2=92(LC 12) Max Uplift 2=318(1_13 12), 7=278(LC 13) Max Grav 2=1039(LC 1), 7=965(LC 1) FORCES. (Ib)-Max. CompJMax.Ten.-Allforces 250(I1c) or less except when shown. TOP CHORD 2-3=1651/1139, 3-4=-1653/1330, 4-5=-1617/1299, 5-6=1266/903, 6-7=890/746 BOTCHORD 2-11=86211378,1D-11=-861/1366,4-10=-3421339 WEBS 3-11=0/341, 3-10=-265/42q 8-10=585/1045, 5-10=539/836,5.8=-347/349, 6-8=-471/893 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-sewnd gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exlenor(2) -1-0-0 to 5-0-0, InUk1or(1) 5-0-0 to 7-8-0, Extenor(2) 7-8-0to 16-1A3, Inlenor(1) 16-1-1310 18-11-0, Exterior(2) 18-11-0 to 26-5.4 zone; cantilever left and right exposed ;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 par bottom chord live load noncencunent with any other live loads. This item has been 5)' This truss has been designed for a live 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. electronically signed and 6) Refer to girders) for truss to truss Connections. sealed by Albanl, Thomas, PE 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 3181b uplift at joint 2 and 278 to uplift at using a Digital Signature. joint 7. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albanl PE No.39386 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: March 23,2020 ®WARNING- Verity design paromalem and READ NOTES ON THIS AND INCLUDED Wall REFERENCE PAGE MII-TQ] nv. 1WOL2015 BEFORE USE. �e Design valid for use only wit MTeI® contractors. This design is based any upon parameters shown, and is for an IndivEual butlaing wmponam not a truss system. Before use, Me building designer must venly Me applicability of design parameters and proper/ Iroorycrate Mls design into Me overall ��a��•YYY building design. Bracing Indicated is to prevent buckling of lndiNdual Muss web grudger chard members any. PddXJonal temporary, and permanent bracing MlTek' is always required for Salo yand W prevent collapse writ possible personal Injury and properly, damage. Forgenecal gukanaa regrading Me fabrication, comes, derMl ml and trading oftusses and now systema,see ANWRI QVa/ay Criteria, DSB4t9 andBCV Building Component 69M Pane Fast Blvd. Sarkelylerarrna gem available 1rem Tress Plate InstiWMe, 219 N. Lee street, Sude 312, Alexandra, VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T797589fi4 TJob 22B43S2-PSLP-5417 C7 Half Hip 1 eference (optional) builders rest bounce, runt uny, rL- a[ahb, ST Scale = 147.4 5x8 = 3x4 = 2x4 II 3x6 = 3x4 = 3x6 = 8.00 12 16 3 4 to 5 6 7 8 12 Sxa STP = 14 13 Sx12 = o.e a v.e — axq — to g 2x4 II 5x8 = 3xa II 54H1 10.2-15 149-13 2041-7 26-7-0 afln AA -fa dA15 5.1ho 5.1M1q Plate Offsets (X Y)— [2:0-2-12 0-1-ej 13:0.6-0 0.2-8j (12:0-2-12 0.2-8j LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) Veer L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) .0.13 12-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.2512-13 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 HOR(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matnx-SH Wnd(LL) 0.1612-13 >999 240 Weight: 149 lb FT=20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.2'Except* 5-11: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP ND.3 REACTIONS. (size) 9=Mechanical, 2=0-7-10 Max Hors 2=161(LC 12) Max uplift 9=-402(LC 9), 2=356(LC 9) Max Grow 9=965(LC 1), 2=1039(LC 1) FORCES. (Ib)-Max. CompJMax.Ten.-Aftforms 250(lb) or less except when shown. TOP CHORD 2-3=1719/1116, 3.4=-2087/1464, 4-5=2178/1473, 5-7=-2151/1457, 7-8=11007705, 8-9=913/657 BOT CHORD 2-14=-1070/1452, 13-14=1068/1459, 12-13=1465/2086, 5-12=-272/285 WEBS 3-13=468t742, 4-13=303/301, 10.12=67l/1D32, 7-12=843/1178, 7-10=876t716, 8-10=-854/1333 Structural mod sheathing directly applied or 3-9-7 cc purl except end verticals. Rigid ceiling directly applied or 4-10-13 cc bracing. NOTES. 1) Wnd: ASCE 7-10; VuH=160mph (3-second gust) Vasd=124mph; TC131-=4.2psf; BCDL=5Dpsf; h=15ft; Cat. It; Exp C; Encl., GCpi=0.18; M WFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Intenor(1) 5.0.0 to 5.8-0, Exterior(2) 5-8-0 to 14-1-13, Intedor(1) 14-1-13 to 26-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed fora 10.0 par bottom chore live load nonconcunent 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 402 lb uplift at joint 9 and 356 lb uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Alban! PE No.39380 MiTak USA, Inc. FL Cod 6634 6904 Parks East Blvd. Tampa FL 33610 Date: March 23,2020 ®wARMNG- Vedrycougapeamaram and READ NOTES ON MIS AND INCLUDEDAVTEx REFERENCE PAGEMI47M rev. I&OWN4 BEFORE USE. �e Design valid for use onlywM MlTeM connectors. This design Is based ony upon parameters shown. and is bran individual building component M a loss system. areas use. We building designer must vent' Pe applicability of design parameters and properly mcolporne mid deep into Me Moral bulldingdesign. Bracing Indicated la to prevent buckling ofadlNduel buss web and/or chord members ony. AddnionaRempoory and Femlaned bracing M!Tek' Is sways required for subilhy and to prevent collapse wdh posses personal Injury and property damage. For general guidance regarding rue faadpalon, garage. dainty, erection and baring of busses and buss Weems, see ANSUTF1f quality hired; OS"9 ead$CS1 Building Component 6904 Parke East Burt. S or yhohormerlon available hem Toss Plate InstiMe, 21a N. Lee Street Sub.312, Alexandra, VAM14. Tampa, FL 36610 ob Truss Truss Type City Ply �2284382-li T19758965 CB Half Hip Ginter 1 1 Job Reference (optional) r,a„, 11a,"-ooaa, a.z9U s mar B zu4u MI I ex measures, Inc. man mar 21 ua:aa:z1 arm Scale = 147.4 NAILED NAILED NAILED 48 = _ 6.00 F1_2 NAILED NAILED NAILED NAILED 6x12 MT20HS = NAILED NAILED 3x4 = NAILED NAILED NAILED Sx6 Side 4 4 15 16 17 1a 5 19 20 21 6, 23 24 25 7 3xl2 MT20H5 = 3 4 5x8 ST 13 12 26 27 28 29 11 30 20 II 5xe = NAILED NAILED NAILED 3x4 = NAILED NAILED NAILED 31 3210 933 34 35 3e a NAILED Ilse = 5xa = NAILED NAILED NAILED 4Xa II NAILED NAILED 1-0 10 3.8-0 11-0-0 18-1Oil 2 28-7-0 11-v1D l 2AA I 7-ad 7_F 7Ad Plate Offsets (X,V)— f4:0-3-8,0-2-41[B:Edge 0-3.8] [9:0.3-8 0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/de8 Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.94 Vert(ILL) 0.31 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber COL. 1.25 BC 0.84 Vert(CT) -0.41 9-11 >761 240 MT20HS 1871143 SCLL 0.0 ' Rep Stress Incr NO WE 0.80 Hoa(CT) 0.05 8 n/a Tile BCDL 10.0 Code FBC2017/TPI2014 Matnx-SH Weight: 141 Is FT=20% LUMBER- BRACING - TOP CHORD 2X4 SP M 31 'Except' TOP CHORD 1-4: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 -Except' BOT CHORD 2-14: 2x4 SP No.2, 3-13: 2x6 SP M 26 WEBS WEBS 2x4 SP No.3'Excepr 5-12,6-11,7-9i 2X4 SP No.2 REACTIONS. (size) 8=Mechanical, 2=0-7-10 Max Horz 2=111(LC 8) Max Uplift 8=981(LC 5), 2=946(LC 5) Max Grav 8=1775(LC 1), 2=1824(LC 1) FORCES. (ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shovm. TOP CHORD 23=2584/1382, 3d=-2059/1079, 4-5=-1888/1028, 5-6=-3924/2192, 6-7=3350/1868, 7-8=1654/1029 BOT CHORD 2-14=1174/2090, 12-13=-470/835, 11-12=-2206/3921, 9.11=1868/3350 WEBS 3-12=740/1336,4-12=0/451,5-12=-2209/1291,5-11=0/408,6-11=351/621, 6i9=1051/923, 7-9=1969/3530 Structural wood sheathing directly applied ar 3-4-0 oc purlins, except end verticals. Rigid ceiling directly applied or 5-3-0 oc bracing. 1 Raw at midpt 5.12, 7-9 NOTES- 1) Wind: ASCE 7-10; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and night exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage t0 prevent water pending. 3) All plates are MT20 plates unless otherwise indicated. 4) This mass has been designed for a 10.0 psf bottom chard live load nonconcumenl with any other live loads., 5) ' This mass has been designed for a live load of 20.0psf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will f4 between the bottom chord and any other members. 6) Refer to girder(s) for mass to truss Connections. 7) Provide mechanical connection (by others) of mass to bearing plate Capable of withstanding 981 lb uplift at joint 8 and 946 Ib uplift at joint 2. 8) "NAILED" indicates 3-10d (0.148"x3") or2-12d (0.146X3.25") toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, leads 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 (all) Vert: 1-4=54, 4-7=-54, 2-14=20, 8-13=2D This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39380 MiTak USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2020 e q ®WARNING-Vedydesam pnmmefers and READ NOTES ON THISAND INCLUDED RVTEN REFERENCE PAGExfll-7473.. 10'03,2015 BEFORE USE. Design valid for use onywra MTekd connectors. This design is based ony upon parameters shown, and Is for an Individual buJeing comparent. not a buss system. Before use, the building designer must vmy me applicability ofmcm parameters and property incorporate this design into me overall ■�-�•�YWWf buildingdesign. Bracing Indicated Is to prevent buckling ofinliWdueltmaa web andlorchord members only. Additional temporary and permanent tracing MiTek' is ahways required for stabllky and t0 prevent collapse wM possible pere0rel injury and Property damage. For general guidance regarding me fabdoaeo, duag, delivery. en ion and bracing M busses and buss systems, see ANSITPll Quality Lolled, DS"9 and SCSI Building Component 69M Paris East Blvd. Saroy/arorrnadon available fmm Twos Plate Institute, 218 N. Lee Street, Suds 312, Alexandria, VA UM4. Tampa, FL 36810 Jab Tnlss Truss type dry Pry T�1975:69:65] 2284382-PSLP-5417 CB Half Hip Gilder 1 1 Job Reference o tionai Build.. First So.., Plant City, FL-32566. 6.240 a Mar 92020 MIl ek Industries, Inc. Mon Mar 2J ud:J3:Z1 LIR0 Yage2 ID:e_6iC163dpBHldgKpWGfxGzEYB?SggOmpWVTWrwhBTkAgtPxldbnzN WSZVV7OKeNBAZY7xy LOAD CASE(S) Standard Concentrated Loads Qi Vert: 4=125(B) 12=-1 B(B) 15=-94(8) 16=94(B) 17=-94(B) 18=-94(B) 19=94(B) 20=94(B) 21=94(B) 22=-94(B) 23=-94(B) 24=94(6) 25=94(B) 26=38(B) 27=38(B) 28=38(8) 29=38(B) 30=3B(B) 31=38(13) 32=38(B) 33=38(B) 34=3B(B) 35=38(B) 36=38(B) ®WARNING- Verirydeslgnparameten and READ NOTES ON MIS MD INCLUDED WTEK REFERENCE PAGE W7170ra,.. 1NOM015 BEFORE USE. �e Design valid for use ordy wed Mneco cannedors. This design Is based boil, upon parameters shorn, and Is for an indiNdual butting cumporaM4 not Bet abusssystem. set. use, Re building designer most .0,Me applicabiBy or design parameters and property etoorponsta Mia design Into Me overall building design. Bracing Indicated Is to pment buckling of lntiNduel Voss web andiarchod members only. Additional temporary and peonment bracing Mffek' Isawaye required for stability and to preveld mllepza wed possible penonat Injury antl pmpedy damage: For general guidance regaNing me fabrication. storage, delivery,erection and loading of tmaaes and truss systems. see ANSVTPIi Ovalhy Cooked,OSBd9 end BCS1 Building Component 6904 Parka East Blm. Sardrylnrormation evalla0la acm Toss Plate (nature. 218 N. Lee asset Suite 312, Alexandria, VA 22314. Tampa. FL 3W10 Job Truss Truss Type Oty Ply T1975896fi 2284382-PSLP-5417 CA Corner Jack 16 1 Jab Reference (optional) .."one's nrxa.. , ,.na , , r, - aaa.b, 2 l = ST1.5x8 STP = e34V 5 Mar a z zeu MI I eK mcrusmles, Inc. Mon Mar 23 Ub:83:ZZ ZUZU Scale= tzo Plate Offsets (X Y}- [2:0-14Edge) ` LOADING (psl) SPACING- 2-0.0 CSI. DEFL. in (loc) War Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(L-) -0.00 2 s999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Veri(CT) -0.00 2 >999 240 BCLL 0.0 ' Rep Stress Inv YES WB 0.00 Horz(CT) -0.00 3 n1a n/a BCOL 10.0 Code FBC2017rrP12014 Matrix-P Wnd(LL) 0.00 2 — 240 Weight: .51b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanica1,2=0.7-10,4=Mechanical Max Hoa 2=44(LC 12) Max Uplift 3=8(LC 1), 2=63(LC 12) Max Grav 3=18(LC 8). 2=125(LC 1). 4=18(LC 3) FORCES. (lb) - Max. Comp.lMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0Do bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; Cal. It; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and CC Extertor(2) zone; Cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This buss has been designed for a 10.0 psf bottom chard live load nonconcument with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 8lb uplift at joint 3 and 631E uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Aibanl PE No.39380 li USA, Inc. FL C4R6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2020 WARNING- Vedy design paznelers andREAD NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGEMII.74T3 rev. 1MV2015 BEFORE USE. (muse onywdh Mirada connectors, Tile design is based Only upon parameters shown, and is fman Individual building companeM, not rat a tosssystem. Belemtheurki use, e Durkin, designermunym vene eppdczbirey ofde9gn penmemrs and propery incorporate Nis design into me mmi bulldingdeslga. Bracing indicated is to prevent bucking ofindiodual tress web ardtor chard members only.AddXional temporary and pmmanem pppp O WOW is aWays required mrstablllty and to pamem collapse with possible personal Injury and property Menage. Forgenenlguldancengamingthe fabnraton,storage, dedeery, erection and boring ofhusses and truss syalems,see ANSUTPfl Qualify Crnbviq DS"9end BCSI Build)ng Component 69M Parke Ean Blvd. Suretyladormatlon available from Tmss Plele Institute, 21a N. Lee street, Sonde 312. Almnndria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oly Ply T19758967 2284382-PSLPS117 CJ2 Comer Jack 2 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 92020 MTek Industries, Inc. Mon Mar 23 DR33:222020 Page 1 10:8 6iCi63dpBHldgXpWGfxGzEYB?-wtOmz8XXEgz JK2wj00eTF9x7NvRBaHd_OwgdzY7xx -1-0-0 15-11 1-D-0 ~ 3.&11 Scale=1:13.3 2x4 = ST1.5xa STP = Plate Offsets (X Y)-- 12:0-1-4 Edoel LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (roc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vett(LL) -0.01 3 -999 360 MT20 2441190 TCDL 7.0 Lumber COL 1.25 BC 0.09 Vert(CT) -0.01 3 >999 240 BCLL 0.0 ' Rep Stress Ina YES WE 0.02 Horz(CT) -0.01 5 1 n/a BCOL 10.0 Code FBC20177TPI2014 MalriX-P Wlnd(LL) 0.02 3 >999 240 Weight: 16111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-7-10, 5=Mechanical Max Hom 2=104(LC 12) Max Uplift 4=75(LC 12), 2=74(LC 12) Max Grav 4=74(LC 1), 2=201(LC 1), 5=73(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied Or3-5-11 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=aI.2psf; BCDL=5ops -, h=15R; Cal. II; Bxp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shawn; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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 Wit 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 75 lb uplift at joint 4 and 741b uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Alban) PE No.39389 MiTek USA, Inc. FL Cart 6634 890,E Parke East Blvd. Tampa FL 33610 Data: March 23,2020 ®WARNING.Vedlyduskepavmefam and READ NOTES ON MIS AND INCLUDED MITEKREFEREMCE PAGE MIF7473.. IND.VNIS BEFORE USE. �e Design wild for use onywi n MiTek®connectors. This design is owed only upon parameters shown. and Is for an tneiNOual builong component net pLy� a truss system Before use, Me building designer mustverlfy 0e appiicabitM1y of design parameters and prapery Incorporate this design into Me overall -•Y buildingdesign. Bracing Indicated is to prevent buckling of individual Maas web andfor chord members any. Addrional tempomq and permanent bracing MiTek Is always required be stabilly and Mo prevent collapse wM possible personal Injury and property damage. Far general guidance regarding 0e recreation. storage. delivery, erection and braung of Wsses and buds standard. see MS IOuelify C@e DSBA9endBCSIBuil6ng Cgmponem 6904 Para East Blvd. Sar s, Inrormadon available M1om Tau Plate Inrtdute.2f a N. Lea Street. Suite 312, Alexandra, VA 2Z314. Tampa, FL 36610 Truss Truss Type Oty PlyT79758%2843B2-PSLP-5417 [Job CJ3 Comer Jack 8 1 Jab Reference (optional Builders First Source, Plant Gay, FL-32565, 8.240 a Mar 92020 MTek Industries, Inc. Mon Mar 2306:33232020 Paget ID:B 6iCi63dp8HldgXpWGfxGzEYB?-03y8B UY9?75exUd6H50OSi7FmEyw3SCse7UC3zY7xw Scale:1-col. 2x4 = ST1.&SSTP = 3 0-0 3-0-0 Plate Offsets (X Y)— 12:0-1-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Veen Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC GAT Vert(LL) -0.00 24 >999 360 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 ' Rep Stress Inv YES WB 0.00 Horz(CT) -0.00 3 rva Na BCDL 10.0 Code FBC20171TPI2014 Mall Wnd(LL) 0.00 2 — 240 Weight: 11111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 Ste No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 Ste No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanial Meet Hoa 2=92(LC 12) Max Uplift 3=63(LC 12), 2=71(LC 12) Max Gran, 3=53(LC 1), 2=186(LC 1), 4=52(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(I1b) or less except when shown. NOTES- 1) Wri ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst. h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; Cantilever 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 chard live load nonconwnenl 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-D-0 wide will In 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 63 lb uplift stjoint 3 and 71 lb uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A A@ani PE No.39380 Mnak USA, Inc. FL Cart 6034 6904 Parke East Blvd. Tampa FL 33810 Date: March 23,2020 AWARNINO. Vardry design parameters and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE Mll-703 mv. I&ON2015 BEFORE USE. Design valid foruse onhwah MTeMiumecdre. Thu design is based aver upon parameters shown, and a for an Maliw1ud building component, not ahusssymem.Before use,thebudaing designer mustvedry Ne appeirabil of design parametersand progeny Incorporate this design Means overall buildingdesign.acting !no iWell la to prevent buckling of lndMdual Was web and/or cbmtl members any. Additional tempOmry, and pernment bracing NOW Is always required for arability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the labdsaron,storage, derwery. erecion and broGng of ruases and ruse syslems, see ANSVTPII Qualify Criteria, DSB89 agdSCSf Building Component 6904 Palle East Blvd. Setaddesadon avallabee hem Truss Plate lnstduto. 218 N. Lee Street, Suite 312, Alexandra, VA ]2314. Tampa, FL 3010 Job Truss Truss Type Dly Ply T19758969 2264382-PSLP-5417 CJ4 Comer Jack 2 1 Job Reference (optional) Utilities, First bounce, Plant City, FL-32b5U, 3x4 = STI.SxB STP = 5E-0 ti 5 Mar V LOGO MI I eK H-QUEne5, O1C NOR Mar W w:OJ:ZD Gu[u Scale =120.4 Plate Offsets (X,Y)— 12:04-4,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vde0 Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.74 Ved(LL) -0.04 24 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Ved(CT) -0.08 2-4 >745 240 BCLL 0.0 ' Rep Stress Inch YES We 0.00 HGrz(CT) -0.00 3 n/a Was BCDL 10.0 Code FBC2017fTP12014 Matrix-P Wind(LL) 0.00 2 — 240 Weight: 19 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (s¢e) 3=Mechanical, 2=0-7-10, 4—Mechanical Max Hon 2=154(LC 12) Max Uplift 3=135(LC 12), 2=89(LC 12) Max Grav 3=129(LC 1), 2=270(LC 1), 4=102(LC 3) FORCES. (Ili- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING. TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=4.2psf; BCDL=S.Opsf; hi 51t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-D-0 to 5-0-0, Interior(1) 5-0-0 to 554 zone; cantilever 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 par bottom chord live load noncenWm nt with any other live leads. 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1351b uplift at joint 3 and 89 to uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Admi PE No.39399 li USA, Inc. FL Celt 9934 69U Parke East Mile. Tampa FL 33618 Date: March 23,2020 ® WARNING -Verirydesch parameters and READ NOTES ON MIS ANDINCLUDED MITEK REFERENCE PAGEWl.7V9 re¢ IMM015 BEFOR£USE. Design valid for use any with Mireacconneduls. This design is based only upon parameters shown, and Is for an individual building componeM not atruss system. Before use. the building designer muss venfythe applicability ofsesignpronounced and property inwryarete Nis design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chard members only. Additional temporary and permanent bracing MIT6{C u always couired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding me - labdcalion, storage, delivery, erasion and brsung afuvssea and was sy iema, see ANSVITH Quarter Cri(ari& USBt9 and BCS/ Building Component 69" Parke East BIM. SafefyinbrmaBon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandre, VA 22314. Tampa, FL deals Job Truss Truss Type Oty Ply T79758970 22843824PSLP-5417 CJ5 Corner Jack e 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8240 s Mar 92020 MTek Industries, Inc Mon Mar 23 06:33:26 2020 Pagel ID:B_6iCi63dpBHldg%pV4GfxGzEYB?-pedHpWall2TD0yLhyDTae5KM D17PBsYcM8p0zY7xt S-D-D I Id sad = ST1.5x8STP = Srale =1:19 2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) War Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(DT) -0.05 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES we 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rFP12014 Malrix-P Wnd(LL) 0.00 2 — 240 Weight: 18 lb FT=20% LUMBER - TOP CHORD 2x4 Ste No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Ho¢ 2=142(LC 12) Max Uplift 3=-122(LC 12), 2=85(LC 12) Max Grev 3=115(LC 1). 2=252(LC 1). 4=92(LC 3) FORCES. (lb) - Meet. Comp./Max. Ten. -All forces 250(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc puffins. BOTCHORD Rigid ceiling directly applied or l D-O-O cc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=l6omph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cal. II; Exp C; Enci GCp1=0.18; MWFRS (envelope) and C-C Exterior(2) zone; Cantilever 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 fora 10.0 psf bottom chard live load nonconcument with any other live loads. 3) - 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. 4) Refer to girder(s) for "as to truss Connections. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 122111 uplift at joint 3 and 851b uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Alban] PE No-3g360 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2020 ® WARNING. Vedry design parameters, and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE Mai 100320f5BEFORE USE. Design valid for use onywah MRek®conneclors. This design Is based only upon commands shown, and Is for an Individual building component not a Buss system. Before use, the building designermust verify me appricabilRy of design parameters and pmpedy Inmryarato this design into Ole overall builEingdesign.. Binding led case is to prevent buckling alln0lddual truss web smaller chdm members any, AddNonel temporary and permanent bmeng MiTek' Is always required for stability and to prevent collapse won possible permnal Inryry end pmpedy damage. Forgenemlguidinceragarding Ne fabrlamon,storage, defr2ry.emdten and said, of busses and truss ayrtems, see ANSUTR1 Quality Gonna, DSBd9 and BCSI Building Cemponent 60M Parke dam Blvd. SerstylnMrmagon available mom Truss Plate Institute, 218 N. Lee Street, nude 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply T19756971 22B4382-PSLP-5417 CJ31 Corner Jack 2 1 Job Reference (optional) guilders First Source, Plant City, FL-32566. 8,240 s Mar 92020 Ni Industries, Inc Mon Mar 2306:33:24201l Pagel ID:8_61Ci63dpBHldgXpWGfxGzEYB?-IFWWOg2 mRDWeBIro06YgFH_AeYfWa4ltlkVzY/xv -10 3: ' 1-t-1D 1 7-1as Scale =1:18.5 6 2x4 II 1-7-10 3-0-0 1-t-t0 1-104i Plate Offsets (X Y)-- 12:0-1-4 Edge) LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (lac) Viden L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 7 >999 360 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.00 6 >999 240 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Horz(CT) -O.CD 5 n/a n/a BCDL 10.0 Cade FBC2017rrP12014 Malrix-R Wnd(LL) 0.01 7 >999 240 Weight: 14 Its FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Exceat* 3-6: 2x4 SP No.3 REACTIONS. (size) 4=1viechanical, 2=0-7-10, 5=Mechanical Max Horz 2=92(LC 12) Max Uplift 4=52(LC 12), 2=71(LC 12) Max Grant 4=56(LC 1), 2=186(LC 1), 5=38(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(I1a) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc purlins. BOTCHORD Rigid ceiling directly applied or 10.0-0 cc bracing. NOTES- 1) Wind: ASIDE 7-10; VuIt=160mph (3-second gust) Vasd=1241nt TCD1_=4.2ps1; BCDL=5.Opsf, h=1511; Cal. II; Exp C; Encl.. GC pi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C.0 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 par bottom chord live load nonconciamenl with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf an 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 4 and 71 It, uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Aibani PE No.39380 MiTak USA, Inc. FL Cart 6634 8304 Parka East Blvd. Tampa FL 33610 Cate: March 23,2020 ®WARNING- l design paametes, and READ NOTES ON MIS ANDINCLUDEDMITEN REFERENCEPAGEMII.7r3 rev. fNWR0158EFOREUSE. �e Design valid bruse onywBD MReI®connemo s. This design is based any upon parameters shown, and Is (Drain Indivldual building component not pp� a Wss system. Before use, Me building designer must verily Me appGrabiltyofwaign pammelers andpmperty inct,drad Nis design into me overall ��i��•YYY buildingdesign. Bracing indicated is to prevent buckling of Individual tras web anuar chord members city. Additional empomryand permanent bracing Milek' s always required for stability and to prevent collapse with possible perso al injury and property damage. For general guidance regarding Me fabrication. Storage. delivery,eredian and bMQng of trusses and truss systems, we AWMI Dually ONrm/q DSBA9 and BCSl Building Component 6904Pame EasIBIM. Sidaylnfurmarlos available horn Truss Plate Institute. 218 N.Lee street, Suite 312, Alexandria, VA22314. Tampa,F 36610 Job Truss Truss Type City Ply T19750972 2284382-PSLP-5417 D1 Common Girder 1 q L JDb Roferenre (optional) Builders First Source, Plant City, FL-32566, 31 8.240 s Mar 9 2020 M, rek Industries, Inc. Mon Mar 23 06:33:27 2020 4z6 II MII "'.`V 7x10 = •••�""" •••""' axis II •••--- 3z12 MT20H5 i 3x1220H5 HN2e HN28 HTU26 HTU26 55< 104- 15-2-12 20-e 0 65-6 410.12 4-10.12 55-0 Scale=1:39.9 i6 Plate Offsets (X Y)-- 12:0.2-9 0.1-8) 16:0-2-9 0-1-81 18:0<-4 0.1-8j [9:0.5-0 0.4-8j I10:0-4-0 0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.68 Vert(LL) -0.14 9-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.26 9-10 >912 240 MT20HS 1871143 BOLL 0.0 ' Rep Stress Ina NO WB 0.62 HOR(CT) 0.06 6 Ida n/a BCDL 10.0 Code FBC20177TPI2014 Matrix-SH Wnd(LL) 0.18 9-10 >999 240 Weight: 231 Ib FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-9: 2x4 SP No.2 REACTIONS. (size) 2=0.7-10, 6=0.7-10 Max Harz 2=112(LC 26) Max Uplift 2=1752(LC 0), 6=2167(1_C 9) Max Grant 2= 185(LC 1), 6=5834(LC 1) BRACING- TOPCHORD Structural wood sheathing directly applied or 34-11 cc pumns. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=8637/3618, 3-4=-6512/2540, 45=.6516/2542, 5-6=9528/3504 BOT CHORD 2-10=3210/7592, 9.10=3210(7592, 8.9=3015/8412, 68=3015/8412 WEBS 4-9=2105/5500, 5-9=-3021/1123, 5-8=.806/2650, 3-9=2086/1228, 3-10=930/1831 NOTES- 1) 2-plytruss to be connected togetherwith 10d (0.131"x3") nails as follows: Top chords Connected as follows: 2x4 -1 raw at 0-M oc. Bottom chords Connected as follows: 2x6 - 2 rows staggered at 0.6-0 Co. Webs Connected as follows: 2x4 - 1 row at 0-M Co. 2) All loads are Considered equally applied to all plies, except if noted as front (F) or back (B) few 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 mot live loads have been considered for this design. 4) Wnd: ASCE 7-10; Vufl=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; M WFRS (envelope); Cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrenl 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-D-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 1752 to uplift at joint 2 and 21671E uplift at joint 6. 9) Use Simpson Strong -Tie HTU26 (20-1 Dd Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 5-5-1 oc max. starting at fi-2-12 from the left end to 17-7-12 to Conned truss(es) to front face of bottom Nord. 10) Use Simpson Strong -Tie HTU26 (20-1Od Girder, 14-1Orbit 1/2 Truss) or equivalent spaced at 6-00 oc max. starting at 8-2-12 from the left end to 19-7-12 to Connect truss(es) to front face of bottom chord. 11) Use Simpson Strong -Tie HTU26 (20-16d Girder, 11-10dx1 112 Truss) or equivalent at 12.2-12 fmm the left end to Connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in Contact with lumber. LOAD CASE(S) Standard This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Themes A. Alban! PE No.39380 MiTak USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33910 Data: March 23,2020 AWARNING - Verity Uesl9n parameter an 4 READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 nv. 10MI NO1 a BEFORE USE. Design valid far use any wim MTek®connectors. This design is based only upon parameters shorn, and Is bran indiNdual bulging component, not a Was system, Before use, me building deaignermust veryme applcebSdy ofdeaign paameters and prope,ly incorporate Nis design Iola ma overall buildingdealgn. Brad, indicated istopraventsocking ofindiAdu ltreasweband/or chord members only. Motional temporary and permanent placing MiTek' isalwaysrequiredfar Meblityandtop.Mcollepsewahpd59blepemmliniu mdpmpedydemage. Forgeneagablanceregabingthe faonortin.storage, dellMy, emotion and b2Gng oflNSYs and lass systems. Los ANSYTP110ueliry Draws, DS"9 end Beal avikIng Component 6904 Parke Fast 9lv1. SaleylnbrmaDon available fmm Tmss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314.. Tampa, FL 36610 Job Truss Truss Type Oly Ply T19758972 22843B2-PSLP-5417 D1 Common Girder 1 q L Job Reference (optional) Builders First Source, Plant City, FL-32566. 8,240s Mar 92020 MITek Industries, Inc. Man Mar 23 06:33:27 2020 Paget ID:B 6iCi63dpBHldgXpWGfAGzEYB?-HgBfCsbg3Mb4P6wlWx_pAltgKOWLsjI0mG5hLgzy7xs LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Incvease=1.25 Uniform Loads (plf) Vert: 14=-54, 4-7=-54, 2-6=-20 Concentrated Loads (lb) Vert 9=945(1`) 11=-1755(F) 12=945(F) 13=-966(F) 14=-951(F) 15=945(F) 16=945(F) 17=-945(F) ®WARNING- Verity desrgnparamerers and READ NOTES ON THIS AND INCLUDED 4uTEK REFERENCE PAGE MIA7ar3mv. fe0L1015 BEFORE USE. �e Design valid forusec wbh Mrek®connectors. This design Is based only upon parameter shown, and is for an individual building componall not pp� a"an system. Bre use, Me building designer mug verify Me applicability of design parameters and pmpeM incorporated Ni3 design faces rho overall Ended ��-pq��.YYY bulidingdeslgn. Bracing Indicated is to prerac vent buckling ofindividual"as web molar chord members only.Additional temporary and permanent coming WOW Is always required for s+abgity and to prevent cogapsa wgn possible personal friary and pmpeM damage. For general guidance regarding me fabdragon, gorege, oernxry,erepion ono brzung dftrussss and truss sygems,see ANSYTPM Dually Criteria, DSBd9and BCW Bullefng Component 6904 Pears Best BIW. SeyeylnbrmoNon available term Tmss Plate Ingdute, 21a N. Lee Serest, Suite 312, Alexandda. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply TJcb T197589]3 228438275LP-5417 D2 Hip i Reference (optional) amlcers tired Source, eland clty, FL-32bbb. R1 Us = 54 = AR = 8.240 s Mar 92020 MiTek Industries, Inc. Man Mar 2306:33'292020 3x4 = Stale=1:37.3 Plate Offsets (X,Y)- I2:0-2-0,Edge] [4:D.3-0 0.2-7[ [5:0-3-00-2-71 [7:0-2-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.42 Vert(LL) -0.15 9.11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.26 9-11 >925 240 BCLL 0.0 ' Rep Stress Inv YES WB 0.15 Horz(CT) 0.03 7 Iva Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wnd(LL) 0.07 11 >999 240 Weight: 931b FT=20% LUMBER- TCP CHORD 2x4 SP No.2'Excepl' 4-5:.2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 7=0-7-10 Max Holz 2=98(1_C 10) Max Uplift 2=-284(LC 12). 7=284(1_C 13) Max Grant 2=812(LC 1). 7=812(LC 1) BRACING- TOPCHORD Structural wood sheathing directly applied or 5-D-10 oo purling. BOT CHORD Rigid ceiling directly applied or 6-10-12 0o bracing. FORCES. (lb) - Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1283/930, 3-4=-1150/903, 4-5=-796/733, 5-6=1150/903, 6-7=1283/930 BOT CHORD 2-11=712/1081, 9-11=367/796, 7-9=704/1081 WEBS 3-11=224/370, 4-11=-269/415, 5-9=-269/413, 6-9=224/370 NOTES. 1) Unbalanced roof live toads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF, BCDL=5.Opsf, h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-0-0to 5-0-0, Intenor(1) 5-0-0 to 9-0.0, Exterior(2) 9.0-0 to 20-4-3, Intenor(1) 20-4-3 to 21-8-0 zone; cantilever left and right exposed ;GC for members and farces & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pond ng. 4) This truss has been designed for a 10.0 pat bottom chord live load nonamcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with SCOL = 10.Cpsf. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 2041b uplift at joint 2 and 284 to uplift at joint 7. This item has been electronically signed and sealed by Alberti, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Alban! PE No.393a0 MiTek USA, Inc. FL Cart 6634 9904 Padre East Blvd. Tampa FL 33610 Data: March 23,2020 A WARNING - V.1ify aiinile I..fem and READ NOTES ON THIS AND INCLUDED ANTER REFERENCE PAGE MIL7,02 mv. IMBLI015SUCREUSE Design was far use crYwah Mmek®connecmrs. This design is based body upon parameters shown, and Is for an Indivdual building component not a Wss system. Before use, the building designer must verify We applieasily of design parameters and preperyhomelands this design into We oWmll buildingdesign. Bracing Indicated is to prevent buckling of Individual Was weband/or chard members any. Andiiona1lemporeryandpennenendo.6ng MiTek* b always required for 9abili, andto prevent collapse with passible personal Injury and property damage. Forgeneraiguidance rega ding the recreation.stomge, detwery, emdion and bmdng offenses and buss systems, see ANSVTrdl Duality Cm*d, DSBa9 and BC51 Building Component 69U Parka Ead BIM. Safetyleaddralio, avaAeble from Truss Plate Institute, 218 N. Lee greet Sure 312. Alexandria, VAU314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T1975B974 22843B2-PSLP-5417 03 Hip Ginter 1 1 Jab Reference (optional) emrcers rnsl source, ream Icy, rL- AacoO, N d Specow ease = 3 Special NAILED NAILED NAILED 54 10 11 12 4 Spain =1:37.5 STt.5x8STP = 2x4 II NAILED NAILED 4x6 = 3x4 = ST1.Sx8STP = 34 = Special NAILED Special 3xii LOADING (par) TCLL MO TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina NO Code FBC20177rP12014 CSI. TC 0.02 BC OA5 WB US Matrix-SH DEFL. in (loc) Udell Ud Vert(LL) -0.14 7-9 >999 360 Vert(CT) -0.32 7-9 >760 240 Horz(CT) 0.07 5 n/a file Wnd(LL) 0.12 2-9 >999 240 PLATES GRIP MT20 2441190 Weight: 941b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1'Exc l' TOP CHORD Structural wood sheathing directly applied or 2-9-14 the puffins. 3-4: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 5=0-7-10 Max Harz 2=78(LC 6) Max Uplift 2=-744(LC 8), 5=-744(LC 9) Max Grew 2=1536(LC 1), 5=1537(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=2796/1324, 3-4=-2385/1246, 4-5=-2802/1323 BOT CHORD 2-9=1129/2404, 7-9=1128/2380, 5-7=-1077/2409 WEBS 3-9=17/739, 4-7=-28/744 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCOL=5.Opsf; h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water painting. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcunent 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 744 to uplift aljoinl2 and 744 to uplift at joints. This item has been 7) "NAILED" indicates 3-10d (0.148"x3") or3-12d (0.148"x3.25") toe -nails per NDS guidllnes. electronically signed and 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 202lb down and 290 lb up at sealed by Albani, Thomas, PE 7-M. and 202 to down and 2901b up at 13-8-0 on top chord, and 323 Ib down and 131 lb up at 7-0-0, and 323 lb down and 131 ID using a Digital Signature. up at 13-74 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Printed Copies Of this 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). document are not Considered LOAD CASE(S) Standard signed and sealed and the 1) Dead +Roof Live (balanced): Lumberincrease=1.25, Plate Increase=1.25 signature must be verified uniform Loads (plf) on an-54, y electronic copies. Vert: 1-3=-54, 34=-54, 4-6= 2-5=-20 Concentrated Loads (lb) Thomas A. Albani PE No.393aD Vert: 3=1 55(B) 4=-155(0) 8=-58(B) 9=323(13) 7=323(5) 10=105(B) 11=105(B) 12=105(B) 13=58(0) 14=58(B) MTek USA, Inc. FL Cort 6634 6904 Parke East Blvd, Tampa FL 33610 Date: March 23,2020 ®WARNING-Manlydestgnpm—ebn andREAD NOTES ON THISAMDINCLUDED MREKREFERENCE PAGEMII.7M.. 1" 2015 BEFOREUSE. Design valid for use poll Miliel connectors. This design la based ony upon paremeters spawn, and is for an individual building component not Ma a Wss sptent. Sabre use, the building designer must very Me applicability ofdesign Parmandms and properlymocramere This design into the overall building design. Bracing Indicated is to prevent buckling ofindiVdual Vass web pretax chord members only. Additional temporary and permanent bracing Welk' Is always required far Sunday and to prevent collapse with possible personal injury and property damage. Forgeneau guidance regarding the fabrication. storage, derivery, mciion and bracing oftuyst sses and sems,see ANSIMPH Closely dg y advance, DSBchu l Building Component 69U Palle East Blvd. Sain ylnbrme4an evallable tent Tess Plate Institute, 218 N. Lee greet, Surte 312, Almenbda, VA=314. Tampa, FL 36810 Job Truss Truss Type Oty Ply T19758975 22843132-PSLP-5417 EJ2 Jack -Open 3 llbRefemnm optional) Builders First Source, Plant City, FL-32556, ad = ST1.5xa STP = 8.240 3 Mar 9 2020 MTek Industries. Inc. Man Mar 23 06:33:31 2020 Style 1-=1' Plate Offsets (X,Y)— (2:0-14,Edgel LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Ven(LL) -0.00 24 >999 360 MT20 244/190 TCDL TO Lumber DOL 1,25 BC 0.07 Ved(CT) -0.00 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) .0.00 3 Na Na BCOL 10.0 Code FBC2017rrP12014 Matrix-P Wnd(LL) 0.00 2 — 240 Weight: 111b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Harz 2=90(LC 12) Max Uplift 3=.61(LC 12). 2=71(1_C 12) Max Grew 3=50(LC 1). 2=183(LC 1). 4=51(LC 3) FORCES. (M)-Max. CompJMax.Ten. -All forces 250(Ib) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 2-11-0DO purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf, h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever 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 par bottom chord live load noncancurrenl 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 tell 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 61 ID uplift at joint 3 and 71 It, uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Alban[ PE NoA9380 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd Tampa FL 33610 Date: March 23,2020 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PACE MII-TO] m. fa'OW015 BEFORE USE. Design valid for use only wM MTebdl connectors. This design la based only upon parameters shown, and Is for an Individual building component, net a Wss system. Before use, the building designer mug werify Me applicability of design parameters and property incorporate Mis design into me owmall building design. Bracing indicated is to prevent buckling of individual Was web angler chord members only. Additional temporary and permanent bracing MiTek' is ahvays required for stability and to prevent collapse wM possible personal injury and property damage. For general guidance regarding Me fabrication, storage. delivery, election and bracing oftrussea and buss systems,see ANSgrFH Duality Orleans, DS"9 andBCS1 Building Component 6904 Parka Fast Blvd. Saray Inrom adon available from Truse Plate Ingti te, 218 N. Lee Street Suite 312. Alexandra. VA 22314, Tampa, FL 36610 Job Truss Truss Type City Ply T19758976 2284382-PSLP-5417 EJ3 Jack -Open 2 1 Job Reference o tional Builders First Source, Plant City, FL-32566, ad = ST1.5xBSTP = 8,240 s Mar 92020 MTek Industries, Inc Mon Mar 2306:33-322020 Page 1 Plate Offsets (X Y)— 12:0-1-4 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 24 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a trial BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Wnd(LL) 0.00 2 "" 240 Weight: 11 to FT=20% LUMBER - TOP CHORD 2x4 SP ND.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechaniml,2=0-7-10,4=MechanimI Max Hare 2=92(LC 12) Max Uplift 3=63(LC 12), 2=71(LC 12) Max Greg 3=53(LC 1), 2=186(LC 1), 4=52(LC 3) FORCES. (Its) - Mao. Camp./Max. Ten. -All farces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3.0-0 oc punins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ac bracing. NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; SCOL=5.0psf; h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exter or(2) zone; cantilever left and right exposed ;CC for members and forces & M WFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.6D 2) This truss has been designed for a 10.0 psf bottom chord live load nanconcumenl 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 fit between the bottom chard 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 63 ID uplift at joint 3 and 71 Ib uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Alban PE No.36360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2020 AWARNING -gedfy design parameters and READ NOTES ON MIS ANDINCLUOEDMITEN REFERENCEPAGE M0.71rr2. 1"V2015 BEFORE USE. Dezign valid for use onlywOn MTeMminnecWrs. TINS design Is based cry upon parameters shown, and is torn Indivdual butting component not a Wss system. Before use, Me building designer must verify Me applIcabillly of design parameters and properly Incorporate Nis design Into the overall buildingdesign. lamcing lndlcocol Is 0 prevent buckling of Individual truss web andlor chord members any. Nddhionaltemporarynndpemanentbracing Welk' if always required for Sac yand to preeem collapse won possible penotal Injury and pmpelty damage. For9emse guidance regamng the fabdco5agnarage,delivew.ereoion and baring oftusses and Wss stated, see ANSg 1Duagty Cri(erle,DS69end BCWBulleing Component 6904 P.M. SAN Blvd. salesyln/nrmean availame ram Truss Plate Institute, 21B N. Lee Street, Suee 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Dry Pty T79758977 2284382-PSLP-5417 E.14 Jack -Open 1 1 Job Reference (optional) .."sera crust aaurce, rlanl Illy, rL- dzaeb, ti s Mar B 2u2u MI l ex mousines, BlC Man Mar 2306:3333 ZU20 Pagel 1D:e_6iCi63dp8Hldg%pWGfxGzEYB?b_YwHvgOeCLD71NitB5DDZ7jZo Gawo9CY?ZUzY7xm 3x4 = 4 Sr1.5i STP = Scale = 1:19A 5-2-0 LOADING (psf) SPACING- 2-0-0 Cat. DEFL. in floc) fideg Ud PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.63 Ven(LL) -0.03 2-4 >999 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.2B Verl(CT) -0.06 2-4 >912 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hoa(CT) -0.00 3 Nat flat BCDL 10.0 Code FBC2017rrP12014 Matrix-P Wnd(LL) 0.00 2 — 240 Weight 18 It, FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SO NG.2 REACTIONS. (size) 3=11techanical, 2=0-7-10, 4=Mechanical Max Horz 2=146(LC 12) Max uplift 3=126(LC 12). 2=86(LC 12) Max Grav 3=11g(LC 1).2=258(LC 1), 4=96(LC 3) FORCES. (Ib)-Max. CompliviTen. -All forces 250(I1b) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 5-2-0 cc purlins. 30T CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDLwA2psf; BCDL=S.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever 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 nonconcument with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1261b uplift aljoinl3 and 8511, uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Alban! PE No.39388 MiTek USA, Inc. FL Cad 66M 8004 Parke East Blvd. Tampa FL 33610 Date: March 23,2020 ®WARNING -Verify destgn par 0as and READ NOTES ON THIS AND INCLUDED ASTEK REFERENCE PAGE 1111 a rev. IDOd/40fs BEFORE USE. wwww Design valid for use only with Mildeds connectors. This design Is based any upon parameters Own, and Is bran individual building component, not E� a Vosasyslem. Eaton, me, Pe Willingdesigner must very Me applicabiliapplicabilityofdom i9n parameters and pmml pedyincerpole Nis design into me will building design.Bredng Indicated is to prevent buckling of Individual Wss web and/or chow members any. Addllionel temporary and permanent bracing pp WOW is always recalled for stability and to prevent collapse want passible persowl injury and pmpaty damage. For general guidance regarding Me fabrication. Garcia. delivery, erection and.raring afhusses and buss system. we Avis fDually defend, DSi and BCSI Building component 6904 Puke East Blvd. Sarnylnicandaon available hors Truss %ate Insidute, g1a N. Lee Sired, suds 312, Alexantlrie, VA 22N6. Tempe, FL Wit Job Truss Truss Type 0ly Ply T1975697a 2284382-PSLP-5417 EJB Jack -Open 22 1 Job Reference (optional) Builders First Source, Plant City, FL-32566„ 3x4 = ST1.5xB STP = 8.240 s Mar 9 2020 MiTek Industries. Inc. Mon Mar 23 06:33-352020 Scale=1.22.0 Plate Offsets (X Y)— 12:0-4-0 D-0-4) LOADING last) SPACING- 2-0-0 C51. DEFL. in (too) Vde0 Ltd PLATES GRIP TOLL 20.0 Plate Grip DOL 115 TC 0.97 Vert(LL) -0.07 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.13 2-4 >516 240 BOLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Wnd(LL) 0.00 2 ^ 240 Weight: 21 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=10echanical Max Horz 2=171(LC 12) Max Uplift 3=154(1_C 12), 2=95(LC 12) Max Grier 3=148(LC 1), 2=293(LC 1), 4=116(LC 3) FORCES. (Ile)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 10-0-0GO Dmcing. NOTES. 1) Wnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Cpsf; h=15ft; Cah II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) -14)-0 to 5-0-0, Intenor(1) 5-G-0 to G1-4 zone; cantilever 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 par bottom chord live load nonconwnent 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 154 to uplift at joint 3 and 95 ID uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Alban PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd Tampa FL=10 Data March 23,2020 ®WARNING-Ven6fdasignpanmerereand READ NOTES ON THISAND INCLUDED WEK REFERENCE PAGEM1144A rev. I"W015 BEFORE USE. Design was for use.hil MTek® defectors. Tbis design Is based any upon parameters shown, and is for an indvIdual building companeM, not e bbsa system. Betme use, the building designer must very me applidbility of design parameters and properly indrmende this deaign Into the overall building design.. Bracing Indicated la to prevent buckling of lndloidual muss web angrier chord members bell. Additional temporary and permanent leading Welk' is always required for Stability and t0 prevent collapse wdh passible personal Injury and propeM damage. For general guidance regandeg Ire Latecomer. rtarege, deavery, creation and trading oflesses and buss steams. see ANSUfF110.&WCrhef.,DSB 9end BCVBuif&(gComponent 69M Padre East Blvd. Sterayinformodon available eom Truss Plate Institute, 218 N. Lee Mmet Sude 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type pry Ply T19758979 2284382-PSLP-5417 E.17 Jack -Open 7 1 Job Reference (optional) Source, Plant City, FL-32566, 3x8 = ST1.5x8STP = 8.240 s Mar 92MO MiTek Industries, Inc. Mon Mar 231M:33'362020 Page 1 1D:8_6iCi63dp8HldgXpWGfxGzEYB?-WLE3vxiJx7ko?U6cYKewl CI9gOXeTxgLrgnggpzY7xj Scale = 124 e Plate Offsets (X Y)— (2:0-8-00-0-10) LOADING (pal) SPACING. 2-0-0 CSI. DEFL. in ([cc) Vdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.08 24 >957 360 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.68 Verl(CT) -0.19 2-4 >424 240 BOLL 0.0 ' Rep Stress Ina YES WB 0.00 Hom(CT) -0.00 3 n1a n1a SCDL 10.0 Code FBC2017/rP12014 Matnx-SH Wlnd(LL) 0.15 2-4 >534 240 Weight: 24 IS FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Harz 2=191(LC 12) Max Uplift 3=151(LC 12), 2=102(LC 12) Max Grav 3=159(LC 1), 2=323(LC 1), 4=122(LC 3) FORCES. (to) - Max. Comp./Max. Ten. - All forces 250 (I a) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL:=4.2psf; BCDL=S.Opsf h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; li (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone; cantilever left and right "posed ;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pelf bottom chord live load nonconcurrent with any other live loads. 3) ' 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 chard 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 151 lb uplift at joint 3 and 102 lb uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2020 ®WARNING •Verify dealgn parameters and READ NOTES ON MIS ANDINCLUDEDMITEK REFERENCEPAOEMIW471 rev. 1D' W01a BEFOREUSE. Design was foruse only with Mmek®wnneclon. Thu caugn is based only upon parameters shown, and is Man individual building acmpommu not a truss system. Before use, the building designer must venrythe applicability of design parameters and prepedy incorarMe this design into the Duvall bull4ingdes ian. Bracing Indicated is to prevent bucping of Individual truss web anchor choN remove any. Addriioral armorer, and immanent bracing MiTek' u always required forstabgily and to prevent collapse with partible personal Injury and property damage. Forgeneralguidanderegamingthe fabrication, storage, delivery, election and amusing of Wsses and truss systems, see ANSVfF11 Dualey Corsi DSB89 andBCS/ Building Component 6904 Parke Bast one. Salarylnloommem available Rom Truss Plate Institute, 218 N. Lee street Suite 312. Alexandria. VA M314. Tampa, FL 36810 Job Truss Truss Type City Ply T197589BO 22B43B2-PSLP-5417 EJ21 Monopilcb Girder 1 7 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 92020 MiTek Industries, Inc. Mon Mar 23 03:33:31 2020 Page 1 ID:B_6iCi63dpBH IdgXpVVGfxGzEYB7-9cRAs0eA7b5 WujEfIn21K81 VK?yZogRehu3vUbzY7xo 3x4 = 2x4 II ST1.5x8 STP = Scale: l-=l' Plate Offsets (X,Y)— 11:0-3<,0-1-21 LOADING (psf) SPACING. 2-0-0 Cat. DEFL. In (too) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 1-3 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.00 1-3 >999 240 SCLL 0.0 ' Rep Stress Ina NO WB 0.00 HoR(CT) 0.00 n/a i BCDL 10.0 Code F9C20171TPI2014 Malri%-P Wnd(LL) 0.00 1-3 >999 240 Weight: 13 Is FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=0.7-10,3=Mechanical Max Harz 1=66(LC 8) Max Uplift 1=-108(LC 8), 3=88(LC 8) Max Gnav 1=310(LC 1), 3=172(LC 1) FORCES. (Ib)-Max. Comp./Max. Ten. -All farces 250 (Ib) or less except when shown Structural wood sheathing directly applied or 2.11.0 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=1241 TCDL=4.2psh BCDL=5.Opsh h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. 3) - 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. 4) Refer to girders) for truss to truss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 to uplift at joint 1 and 88 Is uplift at joint 3. 6) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-1 Odxl 112 Truss, Single Ply Girder) or equivalent of 0-11-12 from the left end to connect tmss(es) to front face of bottom chord. 7) Fill all nail holes where hanger is in wntact with lumber. 8) 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 (pill) Vert: 1-2=54, 1-3=20 Concentrated Loads (Ib) Vert 4=300(F) This item has been electronically signed and sealed by Alban!, Thomas, PE using a Digital Signature. Printed copies of this document are not Considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Abaci PE No.39380 Mil USA, Inc. FL Cod 6634 99M Pans East Blvd. Tampa FL 31610 Date: March 23,2020 ®WARNING. Veriydewlgnparametereand READNOTES ON THISAND INCLUDED MITER REFERENCE PAGENII-7472 nv. Iwil 16 BEFORE USE. �e Design valid m use enywdb MTek®connedo e. Thu design is based onty upon parametersshown, and Is for an indi !dual building Component, not pLy� stress system. Berge use,lhebuilding designer must early Pe applirabillly, of design paametersand prop¢dyinCoNdrate Nis design lntdlhe owreA iiii���•iYYY� buildingdesign. Bracing indicated is to prevent buckling ofindivdualtruss web andforcrondmembers only. Additional temporary and pormenersbracing Mffek is aware repaired for subJhy and to growers ConapsB with possible personal injury and property ubmage. For general guidance regarding Pe fabrication. storage.delivery, erection and bating ofWsses and buss systems, see ANSVTPff Quad Critafis, DSB88 anal Bulf6ng Component Gem Forks Fast Blvd. Safelylnfglmadgn available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alesandda, VA22314. Tampa, FL 36810 Joe Truss Truss Type Dry Pry T7 W58981 2284382-PSLP-5417 EJ41 Jack -Open 2 1 Job Reference (optional) nu—m-r„>, euu, UU, rla„r IIry, rL- ucaao. Sea = ST1.5x85TP = LOADING (psf) SPACING. 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 TCDL 7.0 Lumber DOL 1.25 SC 0.28 BCLL 0.0 ' Rep Stress MOT YES WS OCO BCDL 10.0 Code FBC2D17rTP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Harz 2=146(LC 12) Max Uplift 3=-126(LC 12). 2=86(1_C 12) Max Gmv 3=119(1_C 1).2=258(LC 1).4=96(LC 3) FORCES. (to) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown o zau s Mer U zuau MI I ex mausnles, Inc. Mon mar za ub:W:da zuzu rage 1 DEFL. in (loc) Vdefl L/d Veri(LL) -0.03 24 >999 360 Vert(CT) -0.06 2-4 >912 240 Hom(CT) -0.00 3 n1a me Wind(LL) 0.00 2 — 240 Iclo II F3 Id PLATES GRIP MT20 2441190 Weight: 181b FT=20% BRACING- TOPCHORD Structural wood sheathing directly applied or 5-2-0 cc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu1t=150mph (3-second gust) Vall24mph; TCDL=4.2psf; SCOL-5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever 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 chard live load nonconcurrenl with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf an the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rd 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 126 Is uplift at joint 3 and 86 to uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Alberti PE No.38380 l iTeR USA, Inc. FL Con 6634 6504 Parke East Blvd. Tampa FL 33610 Date: March 23,2020 ®WARNING- Validity Geslimpaunelmaand READNOTES ONTHISANDINCLUDEDMITENREFERENCE PAGEMIP7473nw.1003R015BEFOREUSE. wasall Design valid forum onlywah MRek® contractors. This design is based only upon pammeters shown, and is Wan individual building component, nth ��' a Wss system .Beforeuze.Me building designer must very Me applicaparty of design parameters and melodyimarporate Nis desgn into the Mrimt badingdesign.Bracing indicated is to prevent buckling ofindlddusbuss web savor chord members any,Additional temporary and permanent placing qqpp OW Is always required for stability and to pmvem cogapse wed possible personal Injury and property damage. For general guidance regarding to IYll. f9brratlm4 chunge, delivery. mactrom and bmdng 0 busses and truss systems.see ANSI/TPf1 Ouall Cri[erla, DSBd9 applies/ Building Component 691 Peaks Fast BNd. Sarelylrpemla0on anduable them Truss Plate lnsdsde,218 N. Lee asset Suite 312, Nexandra, VA22314. Tampa, FL 06610 Job Truss Truss Type oty Ply T19758962 2284382-PSLP-5417 EJ42 Jack -Open Girder 2 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 92D20 MiTek Industries, Inc. Mon Mar 23 06:33:35 2020 Pagel IDS _6iCi63dp8Hldg%pWGfxGzEVe7-2NghibhhAp=NKKO_c7hV_CBCcEwkUsBcWl6dNzy7xk 5-2-0 22-0 Special 4xe = ST1.Sx8STP = 2x4 = Scale = Elie LOADING (psl) SPACING. 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.07 2-6 >820 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.10 2.6 -594 240 BCLL 0.0 ' Rep Stress Ina NO WE 0.04 Horz(CT), 0.05 4 n/a ma BCDL 10.0 Code FBC2017rTP12014 Matnx-P Weight: 20 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied ors-2-0Do purling. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-7-10, 5=Mechanical Max Hom 2=95(LC 8) Mal Uplift 4=-43(LC 4), 2=-114(LC 8), 5=44(LC 8) Max Gmv 4=57(LC 1), 2=266(LC 1), 5=131(LC 3) FORCES. Ila) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TOOL-1.2psf; BCDL=5.0psf, h=159; Cat. II; Exp C; Encl., GCpi=O.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencunent 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 tali by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 431b uplift atjoint 4, 114 to uplift at joint 2 and 44 Its uplift at joint 5. 8) Hangens) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 lb down and 1051b up at 3-0-0 on tap chard, and 401b down at 3-0-0 on bottom chord. The deslgNselection of such Connection devices) 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). This Item has been electronically signed and LOAD CASE(S) Standard sealed by Albani, Thomas, PE 1) Dead + Roof Live (balanced): Lumber Inuease=1.25, Plate Increase=1.25 using a Digital Signature. Uniform Loads (plf) Printed copies of this Vert: 1-3=S4, 3-4=-54, 2-5=-20 Concentrated Loads (Ib) document are not considered Vert: 3=3(B) 6=16(13) signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2020 ®WARNING -Verify deslgnpammetem and READ NOTES ON THISAND INCLUDED MITEK REFERENCE PAGEM .7473 rw. f0'OL2015 BEFORE USE. Design said for use onlywM MRem, connectors. This design Is bash only upon pcamelers shown, and Is for an individual building component, nm a truss symem. Before use, the building designer must verily Me applicability of design pammears and properly inwryande Nis design into the ovxmll building design. gracing indicated is to prevent buckling of Inc Mdual truss web unions chard members only. Adddlanal temporary and permanent bracing MiTek Is allays required for suarlhy and W prevent collapse with possible personal Injury and propeM damage. For genial guidance regarding Me fabrication, scone, delivery. checks and a2Ling M seems and Vess Systems, See ANSYTPff Meanly Leber/{ DS"9 and SCSI Building Component SM4 PeM19 Ece DIM. SereyfahwrnaUon available M1om Truss Plate In9iMe, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 36310 Job Truss Truss Type 0ty Ply T79758983 2284382-PSLP-5417 GI Common 1 1 1 Job Reference (optional) bulmers nrx sauce, "mr, clry, rt.-32a., 6.00 12 6 5 1 e e e Sea = 9T1.5x6 STP = ass = 2 4 2x4 II d.24U a Met U 2UZU MI I eK I MUstneS, me. Men Mar 2:f Ub:;18:3121RU 7 Stale = I Sea 8 3 4. 104 6T1.5xB 6TP = 3x6 = Plate Offsets (X,Y)- [1:0-5-0.0-0-21.[3:D.2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.11 1-4 ,999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.21 1-4 >889 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.14 Horz(CT) 0.02 3 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.14 1-4 >999 240 Weight: 56 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or3-10-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-7-10,3=0-7-10 Max Harz 1=80(LC 10) Max Uplift 1=-193(LC 12), 3-193(LC 13) Max Grow 1=568(LC 1), 3=568(LC 1) FORCES. (to) - Max. ComplMax. Ten. -All forces 250 (le) or less except when shown. TOP CHORD 1-2=815/598,2-3=815/598 BOT CHORD 14=353/638, 3-4=-353/638 WEBS 2-4=321367 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=1 Stint (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; Cal. It; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extena(2) 0.3-13 to B-3-13, Intenor(1) 63-13 to 8-04), Exterior(2) 8-D-0 to 14-0-0, Intenor(1) 14-M to 15-8-3 zone; cantilever left and right exposed ;C-C for members and forces & M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 193 Is uplift at joint 1 and 193 lb uplift at joint 3. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39380 MRek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33810 Date; March 23,2020 ®WARNING- Verity design Parameters and READ NOTES ON MIS AND INCLUDED MITEK REFERENCEPAGEMIA143 rev: IM03,2015 BEFORE USE. �e Design valid for use onrywdn MBeldb convention. This design is based only upon parameters under, and Is (gran inOiNEual building mmponem, not a truss riue system. Berom use, the bad ng designer mudlytbe apFlicabildy oftleslgn parameters and properly Mcareside Nis design into the overall ���-,���� YYYY building Eeslgn. Bracing indicated is to prevent buckling of indMdual tmss web and/or chord Ad membersonly. dnioneltempmaryendpermaneMbracing Ik Is Mays required for stability and to prevent=11apse with passible personal Injury and pepeay damage. For general guidance regarding rue ,y'l'1r®k ractuation,storage; denary, eledi9n and bmang ofVusses and truss systems, see ANSIRF1'f OuLKy CNMNa, DSB89 end SCSI Building Component 69" Parka East Blvd. Satetylntmmellon available diem Trims Plate lnIIgete,218 N. Lee street, Sure 312, Alexandria, VA 2231C Tampa, FL 36610 Jab Tuss Truss Type Ory Ply T19758984 22843a2-PSLP5417 G2 Hip Girder 1 1 Job Reference [optional) Builders First Source, Plant City, FL-32566, a.240 s Mar 92WC MiTek Industries, Inc. Mon Mar 23 06:33:38 2020 Page ID:B 6iCi63dp8HldgXpWGfxGzEYB7SyMpKdk -WEoG7f1gO7dgvbpCNxpFdITGmEhzwxh 8-0-0 16-0-0 174-0 1-0-0 7-0-0 2-0-0 7.0-0 ' 1-0-0 Scale=1:30.8 Special 4xe = Special 4x8 = to 2x4 II 3x4 II 3x4 i Special Special 3x4 7-0-0 I 9-0-0 16-M 7-0-0 2-0-0 7-0-0 Plate OHsets(X,Y)- 12:0-2-10,0-1-81 f5:0-2-10,0-1-81 LOADING (psp SPACING- 2-0-0 CSI. OEFL. in (toe) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.93 Vert(LL) -0.11 5-7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.21 5-7 >889 240 BCLL 0.0 ' Rep Stress Inv NO WB 0.19 Hom(CT) 0.04 5 Na n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Wnd(LL) 0.13 2-8 >999 240 Weight: 63 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0.7-10, 5=0-7-10 Max Hoe 2=-79(LC 25) Max Uplift 2=-550(LC 8), 5=550(LC 9) Max Grew 2=1118(LC 1).5=1118(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All farces 250 (Its) or less except when shown. TOP CHORD 2-3=-1833/920, 3-4=-1561/858, 4-5=-1833/920 BOT CHORD 2-8=735/1543, 7-8=737/1561, 5-7=733/1543 WEBS 3-8=114/492, 4-7=-114/492 BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6.6.6 oe bracing. NOTES- 1) Unbalanced mot live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cal. II; Exp C; Encl., GCpi=0A8; MWFRS (envelope); Cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevenlwaler pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-" 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 5501b uplift at joint 2 and 550 Is uplm at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 202 to down and 29016 up at 7-0-0, and 202 ID down and 290 lb up at 9-0-0 on top chord, and 3231b down and 131 Ib up at 7-0-0. and 323 Ib down and 131 lb up at 8-11-4 an bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=54, 3-4=54, 4-6=54, 2-5=20 Concentrated Loads (Ib) Vert: 3=155(B) 4=155(8) 8=-323(B) 7=323(13) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albans PE No.39380 M Tak USA, Inc. FL Can 6834 6904 Parke East Blvd Tampa FL 33610 Data: March 23,2020 AwARNINO-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCEPAGEMtA14T9 rev. 1N00/2015 BEFORE USE. Design veto for use bny with MfloW.Cnnetlors. This design is based anry upon parameters snown, and is for an Individual bulking component. not a truss System. Ignore use, me building designer must vedy me applkabiay of design parameters and pmpedy incorporate thin design into me overall buil4ingdesign. Bracing indicated istoprevent bucklingoflnd'Mdualtruss web andlorchord members ony. Additional temporary andpennanadbrocing p-.Y ,a "lTek Is always required nor stability and to prevent collapse with possible personal Injury and pmpedy damage. For general guidance regarding the fabrication. storage,delivery, eretllon and trading M trusses and truss systems, see ANSylfll cushy Crisens, DSaA9 sndBC51 BUIId,ng Component 6g04 palm East BNd. SafetylnlarmWon available tram Truss Plate Institute,218 N. Lee Street. suite 312. Alexandria, VA22314. Tampa, FL 36810 Job Truss Truss Type Gty Ply T19758985 2284362-PSLP-5417 HJ2 Diagonal Hip Girder 1 1 Job Reference (optional) btnlcers rlrst bounce, clan Lilly, 0-1--42bdb, 8240 s Mar 92020 Mllak Industries, Inc. Mon Mar 23 06:33:39 2020 Page ID:8_6iCi63dp8H Idgxp WGfaGzEYB7-wewBYykBE26Nsyr8 DSB WgNp9DhGgIPnX77Km8zY7xg 50 4-0-0 Sa 4-M bail = LOADING (psf) SPACING- 2-0-0 Cal. DEFL. in (loc) I/dell L/d TCLL 20.0 Plate Grp DOL 1.25 TC 0.30 Vert(LL) -0.01 2-4 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.02 2-4 >999 240 BCLL 0.0 ' Rep Stress Ina NO WH 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Wnd(LL) 0.00 2 — 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=11flechanical, 2=0.10-7, 4=Meaumical Max Horz 2=104(LC 4) Max Uplift 3=-49(LC 8), 2=-117(LC 4) Max Gray 3=61(LC 1).2=220(LC 1), 4=72(LC 3) FORCES. (lb)- Max. Comp./Max. Ten. -All farces 250 (lb) Or less except when shown. !-Ys1r RFr, PLATES GRIP MT20 2441190 Weight: 15 lb FT=20% BRACING - TOP CHORD Structural wood an awning directly applied or4-0-0 oC purins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TOOL=4.2psf; BCDL=5.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Cantilever left and night exposed; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed fora 10.0 par bottom chord live load nonconcurenl with any other live loads, 3) ' 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 chard and any other members. 4) Refer to girder(a) for truss to truss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 49111 uplift at joint 3 and 1171b uplift at joint 2. 6) "NAILED" indicates 3-10d (0.148"x3') or 2-12d (0.148"4.25") tee -nails per NOS 9uidlines. 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 (plo Vert: 1-3=54, 24=20 Concentrated Loads (Ib) Vert: 5=44(F=22, B=22) This item has been electronically signed and sealed by Alberti, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE Nd.39380 MiTek USA, Inc. FL Cell 8834 69U Parke East Blvd. Tampa FL 33610 Date: March 23,2020 &WARNING -Verity design panmarars and READ NOTES ON MIS AND INCLUDED MITEx REFERENCE PAGEMIl4g3 rw. 1WOW015 BEFORE USE. Design valid or use ant iN MTekO cenneders. This design is based any upon parameters shown. and Is raw Individual building camponem,not abusssWem. Defhe use, the building designer muelveny No applicability ofeesign parameters and property lnoir,orate this wago into Me overall ��.��•YWW� buildingdesign. Bracing indicated is to prevent bucklingof individual tmss web and/or chord members any.Addalonelmmporaryenepetmenent bracing MiTek' is always required for stability and to prevent collapse with passible personal Injury and innerly damage. For general guidance regarding Me Indicator, .waste,delivery, crown and bracing olWsses and Wss systems. we ANSIMPll Q.WW Ccr ie, Di end SCSI Bv110ing Component fi90a Parke East DWI. Sararylmmaredan awlable hom Train Plata Institute. 218 N. Lee aWe4 rude 312,,weandda, VA22114. Tampa, FL 36610 Job Truss Truss Type Oty Ply T19758986 2284382-PSLP-5417 HJ3 Diagonal Hip Girder 2 1 Job Reference (optional) Builders First Source, Plant City, FL-32566. 2a4 = 8,240 s Mar 92020 MDek Industries, Inc. Mon Mar 23 06:33:40 2020 Page 1 ID:e_6iCi63dpBHldg%pWGfxGzEYB?-PKTelllp?MEET50NnAisC2v_WI CPlfwmnitl=Y7xf Scalle: P=T LOADING (psf) SPACING- 2.0-0 Cal. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 Tc 0.31 Ved(LL) -0.01 24 >999 360 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.19 Ven(CT) -0.02 24 >999 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 HOrz(CT) -0.00 3 Na n/a BCOL 10.0 Code FBC20171TPI2014 Matrla-P Wnd(LL) 0.00 2 — 240 Weight: 151b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-10-7, 4=Mechanical Max Holz 2=107(LC 4) Max Uplift 3=55(LC 8), 2=117(LC 4) Max Grav 3=68(LC 1).2=225(LC 1), 4=76(LC 3) FORCES. (ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 get bottom chord live load nonconwment with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 5516 uplift at joint 3 and 1171b uplift at joint 2. 6) "NAILED" indicates 3-1 Od (0.148'W") or2-12d (0.148"0.25') toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the buss are noted as front (F) Or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Inaease=1.25, Plate Increase=1.25 Uniform Loads (len Vert: 1-3=-54, 2-4=-20 Concentrated Loads (Ib) Vert: 5=44(F=22,B=22) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Alberti PE No.39380 MiTak USA, Inc. FL Can 6634 6904 Padre East Blvd Tampa FL 33610 Di March 23,2020 ®WARNING- verty design Wrametere and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE VADEMl rev. 10000/2015 BEFORE USE. Design valid for use onywi n MTele®connedors_ This design Is based ony upon parameters shown, and is for an Individual building component, net a Was system. Before use, the building designer must vag"a applicability of design parametersand property incomorats this design into the overall buildingdesign.Bracing indicated is to prevent buckling of indiNdualtmes web andlor chord members ony. Moberg temporary and permanent bracing MiTek" is gamins required for stability and to preveN deelapsewhin possible personal injury and property damage. For general guidance regaining 0e fabncallstorage, donery, erection and bracing diseaes and buss systems. us ANSVTPfI Dualiy Crands, DeaA9 andBCSf Boiling Component 6904 pond Fan Blvd. Safeylefeemandon available from Tress Plate Institute, 218 N. Lee Street. Suite 312, Alhambra, VA22a14. Tampa, FL 39610 Job Truss Truss Type Oty Ply T19758987 2294382-PSLP-5417 HJ4 Diagonal Hip Glider 2 1 [Job Reference (optional) ..".a. mad, aoil., rnanl Wiry, rL- Azauu, 6.24U s Mar B ZU20 Mi NAILED 6 NAILED NAILED 2x4 II NAILED Inc. Mon Mar 2306:33:412020 Pagel 5F?aLlE5kFS5b1MXBBu4 RURr0zy7xe Scale =1:20.8 LOADING (no SPACING- 2-0.0 CSL DEFL. in (IDc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.72 7 >462 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.15 7 >378 240 SCLL 0.0 ' Rep Stress ]nor No WB 0.07 HOrz(CT) -0.07 5 Na n/a BCDL 10.0 Code FBC20177rP12014 MaDbc-P Weight: 221la FT=20% LUMBER - TOP CHORD 2x4 SP I BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-1, 5=Mechanical Max Horz 2=124(LC 4) Max Uplift 4=162(LC 9), 2=169(LC 4) Max Gres 4=201(LC 1), 2=307(LC 1). 5=87(LC 3) FORCES. (Ib)-Maus. Comp./Mac. Ten. -All forces 250(I1b) or less exceptwhen shown. BRACING. TOP CHORD Structural wood sheathing directly applied or 5-1-8 DO purlins. BOTCHORD Rigid ceiling directly applied or l D-DO cc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-secand gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Cantilever left and Tight exposed; Lumber DOL=1.60 plate gip DOL=1.60 2) This buss has been designed for a'10.0 par bottom chord live load nonconcument with any other live loads. 3) • This buss 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. 4) Refer to gimer(s) for truss to buss Connections. 5) Provide mechanical Connection (by others) of truss to bearing plate Capable ofwithstanding 162111 uplift at joint 4 and 1691b uplift at joint 2. 6) "NAILED" indicates 3-1 Od (0.148")3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied l0 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 UnRomr Loads (pll) Vert:1-4=-54; 2-6=20, 5-7=20 Concentrated Loads (Ib) Vert: 91 10=73(F=-69, B=-5) 11=3(F) 12=32(F=29, B�4) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Alban! PE No.39390 Mnek USA, Inc. FL Cart 6634 6504 Parke East Blvd. Tampa FL 33910 Date: March 23,2020 WARNING-whily deslgnparem .Mrs end READ NOTES ON THISAND INCLUDED MITEx REFERENCEPADEMIA74T3nu. 1eaL3015 BEFOREUSE. w Designvalid blase onywim Milne donneecrs.This design Is boned only upon pr ametms brown, and Is for an ibeiNdual bulling wmponem, not _ a suss system. Basis use, me building designer must Cony me appicabiliy of design parameters and properlyIncoryorree mis design into the overall listens design Bracing Included is to prevent buckling of Individual truss web emborchord members only, Adds ional tempomy and permanent bracing MiTek' Is always required far slablldy and to meves, Collapse with possible personal Injury and pmpedy damage. For general guidance regarding the indicator,storage, delivery eredfan and bracing oftmsbes and houses systems. see ANSETNI Quality orilmis, DSB89 andBCSI Building Component Mail Parka East aNd. sorely Ldormation avagablehom Tmss Plate Institute,21a N.LeeaheeLSuhe312.Alelmndna,VA22314. Tampa, R. 36510 Job Truss Truss Type Oty Ply T1975B9B8 2284382-PSLPb 117 WIT Diagonal Hip Girder 4 1 Jab Reference o tional 9ullders First Source, Flant City, FL-32bee, ii,u S Mar v LULU mllex unausunds, Inc. iviuit nna1 za uO.JJ.YC Cui scale=1:23A Seat 2x4 II 3x NAII-ED NAILED NAILED LOADING (psf) SPACING- 2-0.0 CS'. DEFL. in (Joe) Ildeg L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(l) -0.03 6-7 -999 360 TCOL 7.0 LumberOOL 1.25 BC 0.41 Vert(CT) -0.06 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.32 Horz(CT) 0,01 6 n/a No BCDL 10.0 Code FBC20177TPI2014 Matrix-SH Wnd(LL) 0.02 6-7 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=1slechanical, 2=0.10-7, 6=Mechanical Max Horz 2=206(LC 4) Max Uplift 4=-131(LC 4), 2=18914), 6=115(LC 8) Max Grav 4=126(LC 1), 2=444(LC 1).6=293(LC 1) FORCES. (to) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=660/259 BOTCHORD 2-7=335/590,6-7=-335/590 WEBS 3.7=0/270, 3-6=637/362 PLATES GRIP MT20 244/190 Weight: 42 to FT = 20 % BRACING. TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCOL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to gader(s) for truss to truss connections. 5) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 131 Its uplift at joint 4, 1891b uplift at joint 2 and 115 IS uplift at joint 6. 6) "NAILED" indicates 3-1Od (0.148"xW) or2-12d (0.148"x3.25') toe -nails per NDS guid lines. 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: 14=54, 2-5=20 Concentrated Loads (lb) Vert: 8=44(F=22, B=22) 10=76(1`=38, B=38) 13=36(F=18, B=18) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Alban) PE No.39366 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2020 ® WARNING -Navy design pmamerara and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PADrilifi T2 rev. 1WOV2015BEFORE USE. Design valid forms, onywkh MRek®mnnednrs. This design is based any upon parameters snown, and is per an Individual building compwsM not a Mass system Beare use, Me building designer mustvenfy me applicability mdesign parameters and property incorporate this design into me overall buildingdesign. Bracing Indicated laid prevent buckling uflndNldual suss web andlar choN members any. Additional temporary and pearnment bracing M!Tek' Is always leased Mr stabilityand topreart mllapsewthpassible personal Injury and property damage. For general guidance regarding Me fabdeagon. storage. dolivery, wai and bmi attasses and buss systems, we ANSUrP1l Quality Crirmid, DSBA9 and 8CW Building Componefd 6904 Parke East BIM. ' SareylarormNon available M1dm Tuns Plate Insmute, 218 N. Lee Street, au119312, Alexandra, VA22314. Tampa. FL 10610 Jab Truss Truss Type 0ty Ply T19758989 22843B2-PSLP-5417 K1 Hip 1 1 TJbReference (optional) Builders First Bounce, Plant City, FL-32566, &Z = 3N6 = 8.240 s Mar 9 2020 MiTek Industries. Inc. Mon Mar 23 Be 33:43 2020 bx8 = 34 = Scale: 318.=T �d Plate Offsets (X,Y)— 12:0-3-0,0.1-4),13:0-6-0,0-2-81,15:0-3-0,0-idt LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.03 2-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.08 2-9 >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.09 Hors(CT) 0.02 5 n/a n1a BCDL 10.0 Cade FBC2017rrP12014 Matrix-SH Wind(LL) 0.05 5.7 >999 240 Weight: 75 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 5=0.7-10 Max Hors 2=-68(LC 10) Max Uplift 2=231(LC 12), 5=231(LC 13) Max Grav 2=70l(LC 1), 5=701(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 2-3=-1004/709, 3-4=-83Of724, 4-5=1005f708 SOT CHORD 2-9=446/823, 7-9=-444/830, 5-7=461/823 BRACING - TOP CHORD SWctuml wood sheathing directly applied or 5-2-8 oc purlires. BOTCHORD Rigid ceiling directly applied or 8-3-0oc bidding. NOTES. 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vui1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf BCDL=S.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2)-1-0-0 to 5-0-0. Intenor(1) 5-0-0 to 5-10.12. Exterior(2) 5-10-12 to 18-M zone; cantilever left and right exposed ;C-C for members and farces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DCL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 par bottom chard 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 231 Ib uplift at joint 2 and 231 Its uplift at joint 5. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Miami PE No.3333D MiTek USA, Inc. FL Cart 6534 6004 Parke East Blvd. Tampa FL 33610 Data: March 23,2020 ®WARNING- Veny, design pnnmefers and READ NOTES ON WIS ANDINCLUDEDNITEK REFERENCEPAGEMIW09 rsv. IOXV2015 BEFORE USE. Design valid for use any win, Mapes cannectors. This design Is based anbiliy upon parameters shown, and is far an individual building component not pp� met ahussayelem. Bekuse, the bolding designer must way, Meapplicay of design parameters and properly lncaryrd od Nis design Me me overall building design. Bracing Indicated is to prevent buckling of Individual Miss web and/or annual members any. Additional temporary and permanent amusing p��-N��• OW is a Ways required far stabiliyand toprevem collapse with passible personal Injury and property damage. Fargenerdlguldanceregadingthe - repressor, storage, delivery, canton and breung ofVusses and cuss systems. se a ANSgrelf dually errand, D543,89 and SCSI Building Component 6904 Parke East Blvd. SaferylnfurmaDon 9valable from Truss Plato InstiWta. 218 N. Lea Street Suite 312. Alexandre, VA 22314, Tampa, FL 36610 Job Truss Truss Type 0ty Ply T19758990 22843B2-PSLP-5417 K2 Hip 7 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 3x4 = Sx6 = 8.240 s Mar 92020 MRek Industries. Inc. Mon Mar 23 44 = 4-i t-0 12-M 17-8-0 4-11-D 7-10-0 I 4-11-0 3x4 = Scale: W=1' Plate Offsets (X Y)— [2:0.2-0 Edge][3:0-6-0 0.2-8) [5:0.2-0 Edged LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.89 Vert(LL) -0.08 7-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.17 7-9 >999 240 BCLL 0.0 ' Rep Stress [nor YES Wall 0.11 Horz(CT) 0.03 5 n/a ful BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Wind(-L) 0.04 7-9 >999 240 Weight: 761b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 5=0-7-10 Max Hom 2=-59(LC 10) Max Uplift 2=220(LC 12), 5=220(LC 13) Max Grav 2=701(LC 1).5=701(LC 1) FORCES. (lb)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1084t767, 3-0=-9167764, 4-5=10847765 BOT CHORD 2-9=-527/907, 7-9=-523/916, 5-7=540/908 WEBS 3-94/277, 4-7=0/277 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purling. BOTCHORD Rigid ceiling directly applied or 7-11-2 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL-1.2psf, BCDL=SApsf; h=15ft; Cal. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Exlerior(2) zone; cantilever left and right exposed ;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 psf bottom chord live load nonconcunenl 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 220 to uplift at joint 2 and 220 lb uplift at joint 5. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39380 Millak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2020 AWARNING- Vetlytlesfgnpari m ile s and READ NOTES ON MIS AND INCLUDEDMITEK REFERENCE PAGEMX703 rev. 100032015 BEFORE USE. Design valid forum onlywiN MBeM connectors. This design Is owed only upon parameters shown, and Is for an Individual building component, not a Wss system seems use. Me building designer mustvedrythe applicability ofdesign paameters and properly incorpmne MIS design into the overeh lialdingdesign.BracinglndicMadlstopaventbmalldngofindiNdualtmsswebmWorchoMmembemonry. Additional temporary and pmmanen p��-pl1ptttp��Y� WOW O s always required for stability and to preven collapse wen possible personal Injury and property damage. For demand guidance regarding Me fabdesson,storage, Uetivery, emel and baring of Musses and Muss systems. see Mai OuWdy Canada Di andRCSf Building Component 69N Pete Eat Blvd. Seleylalomradon avassoo from Tnas Plate Institute.279 N. Lee greet, Sam 312, AtexamMa. VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply T19758991 2284382-PSLP-5417 K3 Roof Special Girder 1 1 I Jab Reference (optional) Builders First Source, Plant City, FL-32566, s240 s Mar 92020 MTek Industries, Ina Mon Mar 23 06:33:45 2020 Pagel 4xe = NAILED Stale =1:32S d I; ST1.SxBSTP = 3x4 = 1-11U26 7x10 = NAILED 3x4 II 51­1.5a95TP = 3x4 = NAILED Spedal 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip COL 1.25 Lumber DOL 1.25 Rep Stress Ina NO Code FBC2017JTP12014 CSI. TO 0.34 BC 0.57 WB 0.42 MalrixSH DEFL. in (too) gdeg Lid Vert(LL) -0.10 10-11 >999 360 Vert(CT)-0.1810-11 >999 240 Horz(CT) 0.02 7 n/a n/a Wnd(LL) 0.1310-11 >999 240 PLATES GRIP MT20 2441190 Weight: 941b FT=20% LUMBER. BRACING. TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 ad bracing, Except: WEBS 2x4 SP No.3 B-0-4 oc bracing: 10-11. REACTIONS. (size) 2=0-7-10, 7=0-7-10 Max Horz 2=55(LC 7) Max Uplift 2=293(LC 8), 7=384(LC 9) Max Grav 2=779(LC 1).7=799(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1263/511, 3-4=-1204/511, 4-5=2223/1076, 5-6=2223/1076, 6.7=1352J630 SOT CHORD 2-11=-345/1065, 10-11=806/1955, 9-10=489/1169, 7-9=-493/1158 WEBS 3-11=382/932, 4-11=1170/607, 4 lO0 2271345, 6-10=520/1108 NOTES. 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst, 1=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Cantilever left and night exposed ; 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 pelf bottom chord live load nonconcument 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 rd between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 293111 uplift at joint 2 and 384 lb uplift at joint 7. 7) Use Simpson Strong -Tie HTU26 (20-1Od Girder, 11-1Whit 1/2 Truss, Single Ply Girder) or equivalent at 9-2-12 tram the left end to This item has been connect trusses) to back face of bottom chord. electronically signed and 8) Fill all nail holes where hanger is in contact with lumber. sealed by Albani, Thomas, PE 9) "NAILED" indicates 3-1Od (0.148"x3") or3-12d (0.148"4.25") toe -nails per Nos guidlines. f using a Digital Signature. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 921b down and 941b up at Printed copies of this 14.9.0 on top chord, and 15 It, down at 14-6-15, and 22111 down at 14-9-0 on bottom chord. The design/selection of such Connection device(s) is the responsibility of othem document are not Considered 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Signed and Sealed and the signature must be verified LOAD CASE(S) Standard on any electronic copies. 1) Dead +Roof Live (balanced): Lumber Incfease=1.25, Plate Inaease=1.25 Uniform Loads (pit) Thomas A Ali PE No.38380 Vert 1-3=-54, 3-4=64, 4-6=-54, 6-8=54, 2-7=-20 Mrisk USA, Inc. FL Cart 6634 Concentrated Loads (Ib) 6304 Parka East Saba. Tampa FL 33810 Vert: 10=-5(B) 9=-13(8) 13=-152(B) 14=5(B) Data: March 23,2020 ®WARNING wielvdealgre Parameters and READ NOTES ON MIS AND INCLUDED MITI REFERENCEPAGEM(L1,P7 i 10,10.015 BEFOREVSE Design valid for use ony with MTek®wnneMrs. This design is based ony upon parameters awn. and is for an Individual building component not a truss system. Before use. via building designer mug wily Me applicability of design paramelemand properly incarpmate tMs design into the overeg ��itttYYY bulldingdesign. Bracing indicated is to prevent buckling of Individual mass web an Vorchmd ry members ony, Mammal temporaand permanent lasing MlTek' is always resulted for sabiliy and to prewM collapse with possible personal injury and propene, damage. Fargenerolguldanceregaroinglhe fabdrz6on,storage,delivery, erection and among mousses and Wss systems. see ANSITIQwMv Crlbtls, DSB-09 and BCSl Building Cnlawart 69M Parke Eaet Blvd. Sa i ylMonne rim available from Tass Plate InsmNe, 21a N. Lee Street soda 318, AlmmnOda, VA233t4, Tampa, FL 36810 Job Toss Truss Type 0ty Ply T19758992 22B6382�SLP-541] K4 Common 1 1 Job Reference o tional Builders First Source, Plant City, FL-32566. uA4u a Mar u LULu MI I eN mauSYles, Ind. Man Mar GS UO:aa.po zuzu rage I 1D:8 6iCi63dp8HldgXpWGfxGzEYB7-r1Ur MgaaC_NBOU(7CgGRJ97U22PpRwpOjCCWEz 7xZ Scale=1:20.5 4xe = ST13x8 STP = u axe = axe = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCOL 10.0 SPACING- 2-0-0 Plate Grip OOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 CS'. TC 0.36 BC 0.26 WB 0.08 Matrix-SH DEFL, in Vert(LL) -0.01 Vert(CT) -0.03 Hom(CT) 0.00 Wind(L-) 0.03 (lac) Ldeft Lid 4-5 >999 36U 4-5 >999 240 4 n1a n/a 4-5 >999 240 PLATES GRIP MT20 2441190 Weight: 34 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SP No.3 REACTIONS. (sae) 4=1blechanical, 2=0-7-10 Max Harz 2=60(LC 12) Max Uplift 4=110(LC 13), 2=153(LC 12) Max Grew 4=320(LC 1), 2=402(LC 1) FORCES. (lb) - Max. ComplMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=448/418, 3-4=442/410 BOT CHORD 2-5=245/344, 4-5=-245/344 NOTES. 1) Unbalanced mot live loads have been Considered for this design. 2) Wmd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsh h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left and right exposed ;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 110 to uplift at joint 4 and 153 lb uplift at joint 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albani PE No.3938D MiTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 3301D Data: March 23,2020 ®WARNING -WWI, design paramele s and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 mv. 10.'0341015 BEFORE USE. Design valid for use only wM Mil connetlors. This design Is based only upon parameters shown, and Is for an irrdiMdual building comp on.M, not a bass system. Before use, Me building designer must verily 0e appOwbildy of design pammeters and pmperlincollocate Nis design Into me overall buildingdealgn. Bracing indicated is to prevent buckling of individualtmss web anchor chord members only. Adddfonal Mmpomry and component bracing �-�•YY MiTek' salways required for stability and to prevent buildups well possible personal injury and pepeM damage. For London guidance regarding Me fabrication, storage. delivery. ereeion and bodng oftlussesand Wss systems.see ANSVTPU Qua1Ry, CTffeNa. DS1l apdBCSI Building ComoonaM 69N Parke Fast BN4, Safety Inbrmalloo awinable f am Tess Plate ImaMe, 218 N. Lee Street Buda 312. Alexandra, VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T1975B993 2284382-PSLP-5417 K5 Common 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566. 8.240 a Mar 92020 MTek Industries, Ina Mon Mar 2306:33:472020 Page IDS _51Ci53dpBHldgXpWGfxGzEVB7-0hODDirCLV6EpASIh8LV_W BuSPfYuEyN Nyl2gaY7xV 4-7-0 9-2-0 10-2-0 1-1e d-7-0 a 7-0 1-Du 4x9 = ST1.Sxa STP = an " ST1.5x9STP = kr411i 4]-0 9-2-0 r 4.7-0 47-0 axe = Scale=121.4 I� Plate Offsets (X,Y)— [2:0-2-12.0-1-81.14:0-2-12,0-1-81 LOADING (poll SPACING. 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.32 Vert(LL) -0.01 4-6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.02 4-5 >999 240 BCLL 0.0 ' Rep Stress Ina YES NB 0.07 Hoa(CT) 0.00 4 nufa nfa BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Wnd(LL) 0.01 4-6 >999 240 Weight: 36 lb FT=20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0.7-10, 4=0-7-10 Max Horz 2=.55(LC 10) Max Uplift 2=150(LC 12), 4=150(1_13 13) Max Grey 2=387(LC 1), 4=387(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shaven. TOP CHORD 2-3=410/360, 3-0=-4101360 BOT CHORD 2-6=152/310, 4-6=152V310 BRACING - TOP CHORD Structural wood sheathing directly applied of 6-0-0 cc purling. BOT CHORD Rigid ceiling directly applied or 10-0.0 cc bracing. NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15R; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C EMerior(2) zone; cantilever left and right exposed :C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This Was has been designed fora 10.0 pi bottom chord live load noncencunenl 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 chard and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1501b uplift at joint 2 and 1501b uplift at joint 4. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Alban PE No.69330 Mill USA, Inc. FL Cad 6634 6904 Parke East Blvd Tampa FL 33616 Date: March 23,2020 ®WARNING -Vary doolpnparsmelera antl READ NOTES UNTNISANDINCLUDEDMUEKREFERENCEPAGEMIF1413.. 10003(1015 BEFORE USE. design valid for use ooll Mini cannebo s. This design 6 based only upon memories shown. and is loran Individual building componem, not ��- a truss system. Before use, me building designer must verily the applicability of design pammatere and properly Incorpoate Nis design into me overall building design. among Indicated is to prevent buckling of iadvIdual truss web andhr choM members onll Mole l temporary and permanent bracing MOW Is always required for evil and to prevent collapse with passible persanot Injury and papal damage. Forgenealguosnceregardingthe recreation. savage, delivery,ereclian and btruss systems, oftrusses and trusystems, see ANSVTNf Qadky coal DSBd9 and Bml Building Component 6904 Parke EaA Blve. Serety/MOmmgon available him Tian Plate InotiMe, 218 N. Lee area. Suite 312. Alexandra, VA YYd14, Tampa, FL 36610 Truss Truss Type CRY Ply T7975B994 [101, 84382-PSLP-5417 K6 Common Supported Gable 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32555, 44 = 8.240 a Mar 92WU MTek Industries. Inc. Man Mar 2306:33:482020 Pace Scale=1:20.6 2x4 = 2x4 II 2x4 II 2.4 II 2x4 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 6 Wr 120 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 6 nlr 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) Gao 6 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-SH LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SO No.3 PLATES GRIP MT20 244/190 Weight: 39 lb FT=20% BRACING. TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purling. BOT CHORD Rigid ceiling directly applied or 10.0.0 cc bracing. REACTIONS. All bearings 9-2-0. (Ib) - Max Holz 2=55(LC 10) Max Upl'dl All uplift 100 to or less aljoimt(s) 2,6 except 10=111(LC 12). 8=111(1_C 13) Max Grav All reactions 2501to or less atjoint(s) 2, 6, 9, 10, 8 FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 3-10=151/413, 5-B=-151/413 NOTES- 1) Unbalanced fear live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-secand gust) Vasd=124ni TCDL=4.2psF BCDL=5.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comehil) zone; Cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shaven; 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 ANSIrna11. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 cc. 6) This truss has been designed for a 10.0 par bottom chord live load nonconcurent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on Me 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 1001b uplift at joint(s) 2, 6 except (jt=lb) 10=111,8=111. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 6. 11 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Miami PE No.36380 MiTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date; March 23,2020 ®WARNING-VedryJeslgapu2mefersand READ NOTES ON THIS AND INCLUDED MITEKREFERENCE,PAGE MII-W3.. 10`01120I5 BEFORE USE. Design valid ar use ansy with MRekmconnectors. This design Is based only upon parameters shown, and Is for an IndiMdual building mmponem, not a truss, symem. Belpre use. me building designer must vanity Me applicability of design parameters and properly incmpomte Vlis design Into We overall building design. Bracing Indicated is to prevent buckling of lndlNdual truss web and/or chord members only. Additional temporary and pemlamem bracing Welk' Is always requiredfor stability and to prevent Collapse with posslile personal Injury and property damage. For general guidance regarding Me fabnraflon, damage. dell emotion and bracing of trusses and truss systems. see ANSWPI/Gualiy Cecwh, DSBt9 and SCSI Building Component 69" Parke East anal.r SerW reb ma0an available (rem Truss Plata Institute, 210 N. Lee Street. suga 312, Alexandtla, VAT2A4. Tampa, FL 36610 Jab Truss Truss Type Oty Ply T19758995 22843112-PSLP5417 L1 Common Girder 1 Jab Reference (optional) guilders First Source, Plant City, FL-32566, d 8.240 a Mar 9 2020 MTek Industries. Inc. 4x5 = ST1.Sxa STP = sea II HTU26 HTU26 ST1.5xa STP = she = HTU26 HTU28 3x8 = Page t Scale=127.6 Ia Plate Offsets (X )')— 16:0.4-8 0-1-81 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) hoer Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.10 4-6 >999 360 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.64 Vert(OT) -0.19 4-6 >789 240 BCLL 0.0 ' Rep Stress Inu NO We 0.67 Hom(CT) 1 4 n/a n/a BCOL 10.0 Code FBC2017rTP12014 Matrix-SH Wind(ILL) 0,11 4-6 si 240 Weight: 1211b FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-11-5 cc purlins. 00T CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 4=0-7-10 Max Hort 2=75(LC 26) Max Uplift 2=937(LC 8). 4=1411(LC 9) Max Grav 2=2109(LC 1), 4=3612(LC 1) FORCES. (Ib)-Mrs. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=4295/1837, 34=-4256/1830 BOT CHORD 2-6=1556/3738, 4.6=1556/3738 WEBS 3-6=147313515 NOTES- 1) 2-ply truss to be connected together with 10d (DA31'x3'j nails as follows: , Top chords Connected as follows: 21 - 1 raw at 0-9-0 cc. Bottom Chords Connected as follows: 2x6 -2 rows staggered al 0-6-0 cc. Webs Connected as follows: 2x4 - 1 raw at 0.9.0 cc. 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) Who: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psY BCbL=5.Opsf; h=15ft; Cat. I I; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Cantilever left and right exposed; Lumber DOL=1.60 plate gnp DOL=1.60 5) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. This Item has been 6)' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members. Sealed by Albani, Thomas, PE 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I g using a Digital tal Signature. 2=937 4=1411 8) Use Simpson Strong -Tie HTU26 (20-1 Ed Girder, 14-1 East 1/2 Truss, Single Ply Girder) or equivalent spaced at 3.81 cc max. Printed Copies of this starting at 6-2-12 from the left end to 9-10-12 to Connect busses) to back face of bottom chard, document are not Considered 9) Use Simpson Strong -Tie HTU26 (20-16d Girder, 11-1 Ddx1 112 Truss, Single Ply Girder) or equivalent spaced at 3-8-0 cc max. Signed and sealed and the starting at 8-2-12 from the left end to 11-10-12 to Connect truss(es) to back face of bottom chord. Signature must be Verified 10) Fill all nail holes where hanger is in Contact with lumber. on any electronic copies. LOAD CASE(S) Standard Thomas A Albani PE No.39380 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Incmase=1.25 MiTek USA, Inc. FL Cont 6634 Uniform Loads (plf) 6904 Parke East Blvd. Tampa FL 3ae10 Vert: 1-3=54, 3-5=54, 2-4=20 Date: March 23,2020 WARNING- Verify design parameters antl READ NOTES ON THISAND INCLUDED MITEN REFERENCE PAGEMII.7473 .1WW/2015 BEFORE USE. Oman valid raved any with RLTek®mnnedars. Tnls design Is based any upon parameters shorn, and Is for an irWMdual buaaing mmponi net a truss system. Before use, rue building designer must very me epplicebllay or design parametersend pmPedy incorymate this design into the ovii blidingdeslgn. Bracing indicated is to prevent bucking afindivdual Wes web andlorchoal members any. Addaional temporary and permanent bracing WO Is always regWred rarotabdity, and to prevert wswee with possible personal injury and pmpeny damage. Forgenesiguidameregardingthe fabrication, storage,Calvary, direction and bracing dftrusus and buss sWems.sea MN RlQuWRy Cribwie,DSBA9andBCWBuilding Component east Parka Fast BIM. SafeyfirramNon available tram Tmas Plato InsliMa, 210 N. Lea aVeet, Build aft, Alexandra, VA 22314. Tampa, FL 36610 Jab Truss Truss Type Oly Ply T19758995 2284382-PSLP5417 Ll Common Cutler 1 q L Job Reference o tional guilders First Source, Plant City, FL-32566, LOAD CASE(S) Standard Concentrated Loads (lb) Vert :7=-1755(B)8=-945(B)9=-945(B) 10=1008(B) 8,240 a Mar 92020 MTek Industries, Inc. Mon Mar 2306:33:502020 Page ID:B 6iCi63opSHldg%pWGfxGZEVB?-6F4Mrjt5epVpgeg IMGUCc9KCIt12BhP31APf7zY7zV ® WARNING -Men/ydeardeperamelers and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE MIF7473.. I"WOf5 BEFORE USE. Design valid for use orN wdh Miele®connectors. Thia design is owed only upon parameter shown, and Is for an Individual building componenl, not �' a Musssst yem Before use, me building dasignermunworly to appicability of design pareers metand propedylnmTorete Nisdesign ve lntothearall building design. Bracirg Indicated is to prevent buckling of indMdualtrew web end/or chord members bilk. Additional temporary and wronswmbrecing a� Mffek is always acquired for stabildy and to prevem will wah possible personal Injury and property damage. For general guidance regarding 0e fabrication, Manage. def ry, discuss and bracing efbusses and truss clawed.see ANSWRI Quaky Creeds, DSa-09 arci Building Component e904 Parke East Blvd. Seyey/nbmratioe available Mom Tmss Plata Instead, 218 N. Lee greet, Suite 312, Aleundria, VA22314. Tampa, FL 36810 Job Truss Truss Type Oty Ply T19756996 2284382-PSLP-5417 L2 Hip Girder 1 1 Job Reference (optional) bullaers 1-last Source, PIBM City, FL-ZZUA5, 8.240 s Mar 92020 MiTek Industries, Inc. Man Mar 2306:33:512020 Pagel ID:e_6iCi63dpBHldg%pWGfxG2EYB?-a5ek33ujPkdglomVv PR6Msm3g3UdYl?wyBRzY7xU 8-0-0 13.2-0 14-2-0 1-0-0 52-0 2-10-0 5-2-0 1-0-0 Scale =1:25 3 Special 4x8 = NAILED 10 Special 4x8 = Sr1.5xe STP = 2x4 11 2x4 11 ST1.Sx8 STP - 3x4 = NAILED NAILED 3x4 = 5-2-0 8-0-0 13-2-0 5-2-0 2 10-0 5.241 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) /deft Ud PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.39 Vert(LL) -0.05 5-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Verl(CT) -0.10 5-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.11 Hom(CT) 0.02 5 n/a n/a BCDL 10.0 Cade FBC2017/TPI2014 Matrtx-SH Wnd(LL) 0.07 5-7 >999 240 Weight: 52 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (size) 2=0-7-10, 5=0-7-10 Max Harz 2=-61(LC 25) Max Uplift 2=.376(LC 8), 5=377(LC 9) Max Gmv 2=782(LC 1), 5=783(LC 1) FORCES. (lb) - Mac. Camp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1112,532. 34=935/504, 4-5=1112/532 BOT CHORD 2-8=413/924, 7.8=412/935, 5-7=412/924 WEBS 3-8=0/294, 4-7=0/294 BRACING - TOP CHORD Slmdural woad sheathing directly applied ors-0.8 cc puddle. BOT CHORD Rigid ceiling directly applied or 8.10-14 oc bracing. NOTES. 1) Unbalanced mof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf: h=15ft; Cat. II: Exp C; Encl., GCpi=0.18; MWFRS (envelope); Cantilever left and right exposed ; 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 par bottom chord live load noncencurrenl 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 el between the bottom chard and any other members. 6) Provide mecnanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joint(s) except jt=1b) 2=376,5=377. 7) "NAILED" indicates 3-1 Do (0.148"x3") or 3-12d (0.148hc3.25") toe -nails per Nos guidlines. 8) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated loads) 88 to down and 130 Ib up at 5-2-0, and 88 It, down and 130 Ib up at 8-0.0 on tap 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(i Vert: 1-3=-64, 3-4=-54, 4-6=54, 2-5=-20 Concentrated Leads (Ib) Vert: 3=-65(F) 4=65(F) 8=-28(F) 7=.28(F) 9=3(F) 10=.65(F) 11=3(F) 12=-105(F) 13=28(F) 14=-105(F) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cod 6634 6004 Parke East Elvd. Tampa FL 33010 Data: March 23,2020 ®WARNING - Vedlydesnan peremelen andill NOTES ON THISANO INCLUDED MIT£N REFERENCEPAGEMM1TM ra. fdo.V1015 BEFOREUSE. Design valid for use ant, with MRek®wnnadme T is design Is based any upon parameters sLawn, and la fm an beiNCuel building component, all ��- a Wss system. Before use, the building designer must venfythe applicability of design parameters and properly immenseness the design into are overall buildingmagn. Diming Indicated Is topnometbuckling o/IndlNdualtruss web pollmchord Members any. Additional t all and permeneesbracing MiTek' is allays source for stability and to prevent collapse win possible personal Injury and property damage. For general guidance rageding the fabrication. ataage.defmry, ereckn and among ofausom and bass systems. me ANalani Ouady Criteria, DSB-09 and BC5l Building Component 6904 Pence Ean SNd. Safelylnfolrn9aom available Wm Tmss Plate Institute, 218 N. Lee SYreeL suite 312. Alexandra, VA aa314. Tampa. FL 361110 sr Job Truss Truss Type PIY T19758997 2284382-PBLP-5417 V1 alley �Qty 2 1 Jab Referenw (optional) Builders First source, Plant city, FL-326BB, D d o.[4u s mar U mtu mu e6 incubuie], uoC w mcu ruyu , 1D:8 6iCifi3dp8Hldg%pWGfxGzEYB7-2eC6GPuLA2lXwlQlUhwghaP4_T89D93hWfifWd xT 44 _ 3 Scala=124.7 a 7 9 all 2x4 I I 2x4 If 2x4 11 3xd LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) trial Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) n/a - No 999 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 1 me BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SO No.2 BOT CHORD 2x4 SP N0.2 OTHERS 2x4 SP N0.3 PLATES GRIP MT20 244/190 Weight 501b FT=20% BRACING. TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puffins. BOT CHORD Rigid selling directly applied or 10-0-0 cc bracing. REACTIONS. All bearings 13-8-0. (lb)- Max Horz 1=-62(LC 8) Max Uplift All uplift 100 Ib or less at joints) 1, 5 except 6=167(LC 13), 8=167(LC 12), Max Grav All reactions 250 Is or less atjoint(s)1.5. 7 except 6=281(LC 24), 8=261(LC 23) FORCES. (lb) - Max. Com adMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 4-6=1981338,2-8=198/338 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124ni TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; ean6lever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate gdp DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 last bottom chord live load nonconcunenl 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 fd between the bottom chord and any other members. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 1 DO Is uplift atjcint(s) 1, 5 except V=lb) 6=167,8=167. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Alban] PE No.39380 li USA, Inc. FL Curt 6034 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2020 ®WARNING- Verirydexlgo Parameters and READ NOTES ON rNISAND INCLBDEDMITEx REFERENCE PAGEMIA7473 re, 1e173/1015 BEFORE USE. Design valid for use dnyw4b Milebaconneotors. This design is based any upon parameters shown, and is foran Individual building componem- net a truss system. Before use, Me building de9gner mustwdy me applicability ofdesign parameters and property inmaorate this design Into the overall building design. Bracing Indicated la to buckling of indlRdual truss web and/or chord members any. Feddio l temporary and permanent bracing MOW prevent is always astailiy and to prewd collapse with possible personal Injury and prupedy damage. For general guidance regarding Me lresqul�redaforr fa Fee eroction see �,yggY O4alM Crrten; DSBdg and BCbV Building Component amonnmlme Of trubses ate 69U Parke East Blvd. Ion. ef mTrund oy gen awila0l310 NSVe"ete0ui1 ]12, Alexan Tampa, FL 36610 Job Truss Truss Type ply, Ply T1975B998 2284382-PSLP-5417 V2 Valley 2 i Job Reference (optional) builders rust source, Plant City, rL-32b66, 8.240 s Mar 92020 MITek Industries, Inc Mon Mar 23 06:33:53 2020 Pagel 10:8_6iC163dpSHIdgxpWGfxGzEYB?-WgmUUIv LtO%5vt2OSVEnyEN50CymlJP3GKZY7xS 4-tae 9-90 4-1043 4-1041 44 = 4 3x4 G 2x4 II 3x4 C LOADING (pit) SPACING- 2-0-0 CSI. DEFL. in (loc) uden Ud TCLL 20.0 Plate Grip OOL 1.25 TC 0.26 Vert(LL) n1a - Na 999 TCDL 7.0 Lumber DOL 1.25 BC 0.3B VerhCT) true - n/a 999 BCLL 0.0 Rep Stress Inv YES Wa 0.08 Horz(CT) 0.00 3 his n/a BCDL too Code FBC2017rrP12014 Matrix LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2k4 SP No.3 REACTIONS. (sae) 1=9-8-0, 3=9-8-0, 4=9-8-0 Max Ho¢ 1=42(LC8) Max Uplift 1=-62(1_C 12). 3=89(LC 13), 4=91(LC 12) Max Gray 1=143(LC 23). 3=143(LC 24), 4=348(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-4=212/279 Scale=1:18.7 PLATES GRIP MT20 244/190 Weight: 31 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purins. BOT CHORD Rigid ceiling directly applied or 100.0 cc bracing. NOTES- 1) Unbalanced! roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vulf=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ff; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exlerior(2) zone; cantilever left and right exposed ;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 pet bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1001b uplift at joint(s) 1, 3, 4. i This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albanl PE No.39380 MiTek USA, Inc. FL Can 6634 09M Parke East Blvd. Tampa FL 33610 Data: March 23,2020 ®WARNING- Verify dealgaporaoulers andREAD NOTES ON MIS AND INCLUDEDMITEK REFERENCE PAOEMIA7473 rev. 1"V2015 BEFORE USE. design valid our use anl,wU MRekffi connectors. This design is based only upon paremalers shown. and is for an McMdua building component, not a tmss system. Before use. the building designer must way the appitcabi cy ofdesign parameters and properly incorporate Nis design hathe overall building design Bracing Indicated is to prevent buckling of [no voual Mass web and/or chord members any. Additional temporary and permenet bracing MiTek' Is allays requiredfor staoldy and to prevem caaapse with possible persocal Injury and preachy damage. For general pludan0a regarding me fabricaton.storage. delivery. erection and brzdng M trusses and truss systems, us ANSI?Pff Ouallly Crla iq DSBA9 and 13CS1 aulldfog Campdnalm 69U Parka East Blvd. Sakuy/nformeeon available M1am Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandra, VA2 314, Tampa. FL 316610 Job Truss Truss Type Oty Ply T19758999 2266382-P6LP5417 V3 Valley 2 1 Jab Reterenca a Lionel hungers nrscaourca, nam uC , "-uobo, d d 2x4 i 2x4 II 2 4 44 = 2x4 Settle =1:12a 041`8 5-8-8 ' LOADING (psf) SPACING- 2-0-0 Cat. DEFL. in (hoc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC DA4 VaR(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) hire - We 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matfbr-P Weight: 171b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=5-8-0, 3=58-0, 4=5-e-0 Max Hom 1=22(LC 9) Max Uplift 1=-41(LC 12), 3=45(LC 13), 4=-32(LC 12) Max Grav 1=83(LC 1), 3=83(LC 1), 4=165(LC 1) FORCES. (to) - Max. Comp/Max. Ten. -All forces 250 (Id) or less except when shown. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind; ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; Cantilever left and right exposed ;C-C for members and farces & MWFRS forreactions 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 par bottom chord live load noncencurrent 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 gl between the bottom chord and any other members. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 to uplHt at joints) 1, 3, 4. This item has been electronically signed and sealed by Albarl Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Alban) PE No.39360 Mnek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2020 ®WARNING - Verify Ceder parammem and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGEM141473 rev. ItAial BEFORE USE. Design yard foruse onlywith MTek®connedoes. This design is based ant, upon parameters shown, and Is Toren imaividual hurting component, not Ni a Miss system. Bebre use, Me building designer must will Me applicability ofill parameters and pmpeM incorporate Nia design Into Me crucial building design. Bracing indicated is to prevent buckling oflndiNdual truss web andlorchord members Dory. Addrlonal temporaryend permanent brains Welk' Is areal required forslabltey and to prevent collapse win possible personal Inlury and property damage. For general guidance regaining Me fabrication. storage, delivery, erection and breams Masses and truss records, we ANSIVni Duality CNrerfa, DSBA9 and BCSI Building Componem 69U Parke Earn Blvd. Sefarehrlomradon available fmm Truss Plate Itwilute, 218 N. Lee street, Sure 312, Alexandra; VA 22a14. Tampa, FL 36610 Job Truss Truss Type Oly Ply T19759000 22B43a2-PSLP5417 V4 Valley 2 1 [Job Reference (optional) Builders First Source, Plant City, FL-32fiSE, 2x4 i 8.240 is Mar 9 2020 MTek Industries, Inc. LOADING (psf) SPACING- 2-M CS1. DEFL. in (too) Udeg L/d TCLL 20.0 Plate Grip DOL 1.25 TO 0.05 Ven(LL) rile - Due 999 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Verl(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(cT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017rrP12014 All LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=1-17-8, 2=1-11-8, 3=1-11-8 Max Ham 1=34(LC 12) Max Uplift 1=-13(LC 12), 2=37(LC 12) Max Grav 1=51(LC 1), 2=37(LC 1), 3=27(LC 3) FORCES. (lb)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scele =10.8 PLATES GRIP MT20 244/190 Weight: 5 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied art-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0ac bracing. NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=5.0psf; h=15ft; Cal. II; Exp C; Encl., GCpi=0.1 B; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;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 nonconwrrent 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 chard and any other members. 5) Bearing at joint(s) 2 Considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verity Capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 to uplift at joint(s) 1, 2. This item has been electronically signed and sealed by Albarl Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albert PE No.393i10 MiTak USA, Inc. FL Can 8934 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2020 ®WARNING- VeAydnignparemelenamo READ NOTES ON THIS AND INCLUDED AITTEK REFERENCE PAGE MIF74Tarw. 1"W0159EFORE USE. wwww Design valid for use only with Mirada, connectors. This design is based Only upon parameters shown, and is fm an individual building component, not Ww- a truss system. Before use, ale building designer must very Pe applicadlity of design parameters and prepery incorywam mist design ime a® Overall building design. Bracing indicated is to prevent buckling of lnalMdual miss web anchor chord members only Additional temporary, and permanent bracing MtTek" Is always required for stability and to lireverd callapse wlh possible personal injury and property damage, For general guidance regarding the buss fabrication,storage, delivery bection and bracing of es and trss usystems. see ANSUTTII Dually CfHeda US"9 and BCS1 Building Component! 6904 Parke East BIM. Sarmylrrlormaeon avalablebom Truss Plate Inct .218N.Leesheet.Sule312,Ak ndda,VA22314. Tampa,R 36610 Job Truss Truss Type City Py T19759001 22B43B2-PSLP-5417 V5 Valley 1 1 Job Reference optional) sou ,an, Illy, rl - ae000, Ozuu a mar a zuzu col I ex Inoul ries, mc. men mar zd uavano zuzu rage i US 6iCi63dpBHldgXpWGfxGzEYB?.SOtFuRcETz76mP3G9pUNJC1YNg7SOXNBCdu KCzY7z0 4 0-0 4-M 6 d 2,4 ail II 2 3 Base = 1:12 6 LOADING (par) SPACING. 2-&0 CS1. DEFL. in (too) Vdeg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vart(LL) ma - Na 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.20 Vert(CT) ma - ma 999 BCLL 0.0 Rep Stress Incr YES We 0.00 HOR(CT) 0.00 rule n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 1411, FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2z4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=3.11.8,3=3-11-8 Max Hare 1=80(LC 12) Max Uplift I=30(LC 12), 3=70(LC 12) Max Grav 1=119(LC 1). 3=119(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown SW cluml wood sheathing directly applied or 4-0-0 roc purtins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; M WFRS (envelope) and C-C Extertor(2) zone; cantilever left and right exposed ;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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed fora 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 chard and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albanl PE Nd.39300 Adnek USA, Inc. FL Cod 6634 6004 Parke East Blvd. Tampa FL 33610 Date: March 23,2020 ®WARNING. venry design pernmeters and READ NOTES ON MIS AND INCLUDEDA9TEX REFERENCEPAGE UH-74T9 rev. 1WON205 BEFORE USE, �e Design valid brine onywffh MTek®coral on. The design is based only upon parameters inner, and is feran individual budding component not pLy� Eel' a newsystem Before use, Pe budding designer must vidlyMe appdcobiay or design parameters and papery MalpoMe mis design into me overall YYY buiidingdesige. Bracing indicated late prevent buckling of individual Wss web andlorchord membersonyAddBionel temporary snit permanent bredng Welk'��•. Is always required lrslatiilayand toprevem.daps. wide possible personal Injury, and property damage. For general guidance regarding Me hbdr oMromge,defia.emdonmdbmUngef WssesarWvusssyaems,see ANSNR1 Qualky Crossed, DSB49 and BCSJ Building Component 69"Parka East BM. Sareylrrronnadon .reliable More Truss Plate Instilua, 218 N. Lee Street, suite 312, Alexandra, VA22314. Tampa, FL 36610 Job Truss Thus Type Oty Ply T19759002 2284382-PSLP-5417 V6 Valley 1 1 Job Reference (optional) .."Cars nrs, course, "an, 'my, rL-dzxo, a.znu s mar a zutu ml I ex industries, ma man mar zA uo:dd:bb euzu rage 1 ID:B_6iCi63dpOHldgxpWGfxGzEYB7-xPRd6mysEGFzOZeSjx7cr0ab44Np9_dHRHdIdzY7%P 2x4 n 2 3 2x4 G 2x4 II LOADING (pad) SPACING- 2-0.0 CSI. DEFL. in floc) WEB L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) n/a - 1 999 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) n/a - Na 999 BCLL 0.0 ' Rep Stress her YES WS 0.00 HOR(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD 90T CHORD 2x4 SO No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=5-11-8,3=5-11-8 Max Hare 1=129(LC 12) Max Uplift 1=-49(LC 12), 3=113(LC 12) Max Grav 1=193(LC 1), 3=193(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 Qla) or less except when shown. TOP CHORD 2-3=160/320 !cRil$Kp)I PLATES GRIP MT20 2441190 Weight: 21 lb FT=20% Structural wood sheathing directly applied or 5-10.4 cc putting, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; hiii Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; Cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) Gable requires Continuous bottom chord bearing. 3) This truss has been designed for a 10.0 par bottom chord live load nonconwrrent 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100Ib uplift atjoint(s) 1 except (t=lb) 3=113. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Ali PE No.39390 MiTak USA, Inc. FL Cert 6034 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2020 ®WARNING-Vedlychugnpo unit and R5ADNOi ON MIS ANDINCLUDEDMITEK REFERENCE PAGEANT rw. 10,03t2014 BEFORE USE. Design valid for use onlywM MTelt® can real This design is based only upon parameters shown, and Is loran IMiWdual buffing compmx:m, not a Wss sy#em. Before use, the building designer mustveni applirabirM1y of design parameters and property Interposed Nis design bdo me overall buildingdesign. Bracing indicated is to prevent buckling 0IndMdualtruss web andlorchord members only. Motional tempcsryand permanembracing . MtTek Is sways required for Mobility and to prove d collapse with possible personal Injury and property damage. For general guidance regarding the fabnratim,spread. dems, ereaion and bredng of Wsus and truss "ems. see ANSgfflf Quality Cdtada, DS689 anpBCSl Building Component ggab Pedro Eaida a#BMI. Sateryloormagenavailable from Tons Plate IndithAe, 218 N. Lea Sa l Subs 312,AIedcdr . VA 22314. Tampa,FL 36610 Job Truss Truss Type oty Ply T19759003 2284382-PSLPb417 V7 GABLE t 1 Job Reference (optional) Builders First Source, Plant City, FL-32666, 4x5 = B.240 s Mar 92020 MiTek Industries. Inc. Mon Mar 23 06:33:572020 3x4 4 is 7 a ass C 2x4 II 5x6 = 2x4 11 Scale: 3l8'=1' d d Plate Offsets (X.Y)— lZo-o-0,0.0-01 17:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (ICc) Vde0 Lrd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Veft(LL) n/a - Na 999 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) No - file 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.13 Hoa(CT) 0.00 5 n1a first BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 67 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 17-9-0. (Ib)- Max Horz 1=81(LC8) Max Uplift All uplift 100111 or less atjoint(s) 1, 5 except 6=244(1_C 13), 8=-245(LC 12) Max Grav All reactions 250 Its or less at joint(s)1, 5,7 except 6=420(LC 1), 8=421(LC 1) FORCES. (Ib) - Max. Comp/Max. Ten. -All forces 250 (lb) or less except when shown. WEBS "6 285/433, 2-8=285/433 Structural wood sheathing directly applied or 6-0-0 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wnd:'.ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cal. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-7-9to 6-7-9, Intenor(1) 6-7-9 to 8.10.8, Exlenor(2) B-10-8 to 14-10-8, Intenor(1) 14-10-8 to 17-1-7 zone; Cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires Continuous bottom chard bearing. 4) This truss has been designed fora 10.0 pal bottom chord live load nonconcumenl 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 Nice will fit between the bottom chord and any other members. 6) Provide mechanical Connection (by others) Of truss to bearing plate Capable of withstanding 1001to uplift at joint(s) 1, 5 except Qt=1b) 6=244,8=245. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39380 MRek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2020 ®WARNING- Vedtytlesign parameters and READ NOTES ON MIS AND INCLUDED MITER REFERENCE PAGE AlWaVl rev. IWN2015 BEFORE USE. Design vane for use only ash Mifek) confecmrs. This design Is based only upon parameters blown, and Is for an Individual building component, not a Was system. Before use, me building designer must verify Me appambildy of design parameters and property temporal this design into the overall building design. Bracing indicated is to prevent bussing a wMaIdual trnmsee and/or chord membea any. Additional tampoary and permanent bracing MiTek' Is always assured for atabilW.rd to prevand mllapze wily possible personal Injury and property damage. For general guidance regarding me mediator. storage. defmry, erection and bending neurosis and truss systems,see ANtUTPIt Ovally Crirene. DS"9 and SCSI Building Componen! 6904 Parke East Mae Saferylefonnaden instable "an Truss Plata Intense. 218 N. Lee Street, Suite 312, A meendna, VA22314. Tampa, FL 35610 Job Truss Truss Type Oty plyT19759004 2284382-PSLP-5417 VB GABLE 1 1 Jab Reference (optional) Builders First Source, Plant City, FL-32566, 8,240 s Mar 92020 MTek Industries, Inc Mon Mar 2306:33'582020 Page 10:8_6iCi63dp8HldgXpWGfxGzEYB?-toZNXSz6muVgdsorgxl4xrf2wt6Zdggavb6qxXzY7xN -1-1-0 B-9-0 174i-0 16-7-0 1-1-0 a-m 8 9U 1_ 1-0 �1 4x6 = U12MT20HS II 12 11 10 3x12 MT2OHS II 2x4 II as = 2x4 II Scale=1:38.3 I¢ Plate Offsets (X Y)- (2:D-8-13 Edge1 18:0-e-13 Edge) 111:0-3-0 0.3-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vde8 L/d PLATES GRIP r TCLL 20.0 Plate Ono DOL 115 TC 0.33 Vert(LL) 0.01 9 nlr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) 0.01 9 n/r 120 MT20HS 1871143 BCLL 0.0 ' Rep Stress Ina YES WB 0.27 Hom(CT) 0.01 B n/a n/a BCDL 10.0 Code FBC2017rFP12014 Matrix-SH Weight: 981b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 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 9-7-3 cc bracing. OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP 240OF 2.0E 3-5-10, Right 2x8 SP 240OF 2.0E 3-5-10 1 REACTIONS. All bearings 17-6-0. (Ib)- Max Hare 2=-104(LC 8) Max Uplift All uplift 1001b or less atjoint(s) excepl2=221(1_C 12), ll=-221(LC 1), 10=221(LC 13), 12=227(1_C 12), 8=236(LC 13) Max Grav All reactions 2501b or less aljoinl(s) excepl2=450(LC 1). 11=310(LC 13). 10=390(1C 20), 12=394(LC 19). 8=450(LC 1) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(to) or less except when shown. TOP CHORD 24=428/554, 4-5=438/712, 5-6=439(/09, 6-8=-027/551 BOT CHORD 2-12=316/305, ii-12=316/305, 10-11=316/305, 8-10=316/305 WEBS 5-11=544/324, 6-10=268/390, 4-12=268/391 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2)-1-1-0 to 4-11-0, Interior(l) 4-11-0 to B-9-0, Fxteriar(2) 8-9-0 to 1b-9-0, Intenor(1) 14-9-0 to 18-7-0 zone; Cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shaven; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 platesunless otherwise indicated.. 4) Gable requires Continuous bottom chord bearing. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 6) • This trusts has been designed fora live load of 20.0psf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fA between the bottom chard and any other members, with BCDL = 10.0psf. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 221 to uplift at joint 2, 221 Ib uplift at joint 11. 221 Ito uplift at joint 10, 227 to uplift at joint 12 and 236 to uplift at joint 8. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Masai PE No.35380 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 23,2020 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED all REFERENCE PAGEMIAW3 . 1WOW015 BEFORE USE. aaw Design wild faruse city wah MTek61 connentors. This ins., Is b owed only upon parameters New, and is an an individual building component, net %■j mam a bass system.Before use. Me building designer must verily me applicability of design parametersrsp and pedy lacoponew Nis design into the overall l - � buildingdaign. Bracing indicated is to prevent buckling oflndiNawlual miss web awl chord member only. -Additional temporary and permanent bracing RA M1Tek Is always required for stability and m prevent collapse with possible personal Islay and property damage. For general guidance regarding 0e attention. storage. whiscry, erection and winning of Musses and Wss systems. we ANSIT)i Duality Crfaerla, DS"9 poo l Building Component 69M Pale East Blvd. Safatylrrrmmal estimate own Tess Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VAZ2314. Tampa, 0. 36610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION _ _� 3/4' Center plate on joint unless x, y offsets are indicated. s-4-s dimensions shown in R-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property P Damage or Personal Injury Dimensions are in fl-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or x-bracing, is always required. see BCSI. r c1-2 c2.s 2. Truss bracing must be designed by an engineer. For "y1fi WEBS 4 cu,o rs0 m $ y ° - , 3 wide truss spacing. individual.oatern lateral braces themselves Tor l may require bracing, considered. bracing should be considered. M O O 3. Never exceed the design loading shown and never sx' V stack materials on inadequately braced trusses. a O a 4 Provide copies of this truss design to the building cr-e ce.z csa O r For 4 x 2 orientation, locate plates 0- 1+d' from outside designer, erection supervisor, property owner and all other interested parties, BOTTOM CHORDS edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. G. Place plates on each face of truss at each This symbol Indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane atjolnt required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSOrPI 1. Connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from ' Plate location details available in MiTek 20120 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord Win ANSI/TPI 1. software Of upon request. NUMBERS/LETTERS. moisture cement lumber e. Unleshall n texceotherwise9%at shall not exceed 19 % al time of fabrication. . PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and Is the 4 x 4 width measured perpendiwlar ESR-131 1, ESR-1352, ESR1988 responsibilityoftrussfabnntor.General practice Isto to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equal to or better than that specified, 13. Top chords must be sheathed orpudins provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSIrfPI 1 section 6.3 These truss designs rely on lumber values g y 14. Bones, chards require lateral bracing at h «. sparing, orless, It no ceiling is installed, unless otherwise noted. BEARING established by others. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. _ _ R 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards- project engineer before use. ANSIITP11: National Design Specification for Metal — - 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. Is not sufficient. BCSI: Building Component Safety Information, /� �'� k 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, '�r+ ANSIRPI 1 Quality Criteria. Installing B Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10/0312015