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Home My WebLink AboutTRUSS PAPERWORKRE: 1766412 - Site Information: Customer Info: Gentile Construction —Lot/Block: Address: 1806 N 47th Street, _ 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. t�1 Cr1 MiTek USA, Inc. SCANNED6904 Parke East Blvd. Project Name: _ Model: _ BY Tampa, FL 33610-4115 Subdivision: _ St. LucieCounty State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: Paul Welch License M 29945 Address: 1984 S.W. Biltmore St. , Suite #114 City: Port St. Lucie State: Florida 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 16 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T17179632 CJ01 5/29/' 2 T17179633 CJ03 5/29/' 3 T17179634 CJ05 5/29/' 4 T17179635 EJ07 5/29/' 5 T17179636 HJ07 5/29/' 6 T17179637 T01 5/29/' 7 T17179638 T02 5/29/' 8 T17179639 T03 5/2&' 9 T17179640 T04 5/29/' 10 T17179641 T05 5/29/' 11 T17179642 T06 5/29/' 12 T17179643 T07 5/29/' 13 T17179644 V01 5/29/' 14' T17179645 V02 5/29/' 15 T17179646 V03 5/29/' 16 T17179647 VO4 5/29/' 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 judsdiction(s) identified and that the designs comply with ANSI?PI 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. Beforause, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. REV ®0 POMACE E _e.i. 'OV{v 51 EocG F1Lt cOpV Opp pSaAFg4 .. 8 .? ' 9 STATE OF ' Z E�%%% fill Thomas A Albard PE No39380 MITek USA, Inc. Fl. Cert 6634 6904 Parke East Blvd. Tampa Fl. 33610 Date: May 29,2019 Albani, Thomas I of I Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. iTeke RE: 1766412 - Site Information: Customer Info: Gentile Construction Lot/Block: Address: 1806 N 47th Street, _ City: Fort Pierce Project Name: Model: _ Subdivision: State: Florida 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: Paul Welch License#: 29945 Address: 1984 S.W. Biltmore St. , Suite #114 .. City: Port St. Lucie State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 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 16 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T17179632 CJ01 5/29/1 2 T17179633 CJ03 5/29/1 3 T17179634 CJ05 5/29/1 4 T17179635 EJ07 5/29/1 5 T17179636 HJ07 5/2911 6 T17179637 T01 5/29/1 7 T17179638 T02 5/29/1 8 T17179639 T03 5/29/1 9 T17179640 T04 5/29/1 10 T17179641 T05 5/29/1 11 T17179642 T06 5/29/1 12 T17179643 T07 5/2911 13 T17179644 V01 5/29/1 14 T17179645 V02 5/29/1 15 T17179646 V03 5/2911 16 T17179647 VO4 5129/1 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 ANSUTPI 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 orTRENCO 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 property incorporate these designs into the overall building design per ANSUTPI 1, Chapter 2. ..t,PS' 4 A. 1b4 :9 STATE OF /ONA11 Thongs A Albanl PE No.39380 Wick USA, Inc. FL Geri 6634 6904 Padre East Blvd. Tampa H. 33610 Date: May 29,2019 Albani, Thomas 1 of 1 Truss Tmss Type Dry Ply T17179632 rJob 1766412 CJ01 JACK -OPEN 12 7 Job Reference (optional) Builders First Source, Plant City, FL-32566, B.24USMay TJZUlUMIlexlnauSMes,IOC. vvea May Ze UVIJZ:ZZZV1d rugel ID:KZ_IrRMMhNv2CrlgOvJ54KC_d2-CjNMgBC65GRz8NHtRaIBG FRYOXsOr8S70yOuBgy7 Scale =1:6.1 2x4 = ST1.5xSSTP = 1pp 14)-0 Plate Offsets (X Y)— [2:0-2-14 0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 2 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB O.OD HOR(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 0o pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=8/1llechanical, 2=125/0-8-0, 4=9/Mechanical Max Horz 2=40(LC 8) Max Uplift 3=8(LC 1), 2=125(1_C 8) Max Gran, 3=21(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES. Qb) - Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; VuIr160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf; h=15% Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces 8 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. 311s 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 J. will fit between the bottom chord and any other members. 4) All bearings are assumed to be SP No.2 crushing Capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. Ej Provide mechanical ocnnection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift atjoint(s) 3 except Gt=1b) 2=125. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ��p�PS'A "� 00 No 39386 ' fly/: OR1OP•r�$� S/DNA% EC?%• Thomas A Albert PE ND.39390 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: May 29,2019 ®WARNING -Verify design parameters and READNOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. lW03/2015BEFORE USE Design eelid (or use only with MTek®cunnecers. This design is based only upon parameters shown, and is for on indiNdual building component, not a Miss system. Before use, the building designer must verify %e apPlirabi4ty of design parameters and property incorporate the design into the overall Bm6ngindimWduWpmwe bualingofindividual WsswsbanNornoNmer mony. AdditonalternX.N.ndpenrammalmdo, MiTek' buldingdesign. is always heVimd Mr stabi ty and to prevent collapse with possible personal injury and properly damage. For general guidance regarding %a fabrication, storage, delivery erection and bradng of Musses and Muss systems, see ANSIRPII Quallo,Croatia, DSB-09 and BCSI Building Componem Safatylnformanton available fmm Tmss Plate Ins%ute, 210 N. Lee Street. Suite 312, Alexandda, VA 22314. 6904 Palle East BNd. Tampa, FL M10 / Job Truss MSSTy'a Oty Ply T77179833 1766412 �C.103 [JACK-OPEN 12 1 Job Reference o 5onal Builders First Source, Plant City, FL-32566, 2x4 = ST1.5xii = B.24U a May TJ 2Ula MI I eK IOGUSOIea, Inc. Wea May 2a Ua:3Z:Z2 ZUIU rage 1 ID:KZ IrRMMhNv2CR9OvJ54jzC d2-CJNMgBC65GRzBMHIRBIBG_E7YnUsOreS7QyOMBgy7 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (IOC) I/deg Ud TCLL 20.0 Plate Grip DOL 125 TC 0.16 Vert(LL) -0.00 2-4 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 24 >999 240 BCLL 0.0 ' Rep Stress Incr YES NB 0.00 Hom(CT) -0.00 3 We his BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 REACTIONS. (lb/size) 3=52/Mechaniwl, 2=187/0-8-0, 4=26/MechanimI Max Holz 2=72(LC 8) Max Uplift 3=52(LC 12). 2=145(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1).4=52(LC 3) FORCES. (lb) - Max. Comp./Max Ten. -All forces 250 gb) or less except when shown. Scale =1:9.4 PLATES GRIP MT20 244/190 Weight: 11 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purling. BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. NOTES- (7) 1) Wind; ASCE 7-10; VuIY-160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOLnI.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) All bearings are assumed to be SP No.2 crushing Capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. F4 Provide mechanical connection (by others) of truss to beading plate Capable of withstanding 100 lb uplift at joint(s) 3 except Ot-lb) 2=145. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. �.` .j� .• �GEN3 •giji ii No 39380 7: 'jr ' O�tt�••�ORIOQ:'\�� SSj0NA' E"t%%% 111111111 Thomas A Alban] PE No.39380 MITek USA, Inc. R. Can 6654 6904 Parke East Blvd. Tampa FL 33610 Data: May 29,2019 ,&WARNING- Verify design paramefersand READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MII-7173 rev. 1"W2015BEFOREUSE valid for use only wth Mfrek®conneaom. This design is based only uses parameters shmrn, and is (of an Individual building mmWnen%rat Ed[ e truss system Before use, the building designer must verify Me applicabifiy.]design parametersend propedy incoryorete this design into Me averell AddigonaltennX.,andpemunentMatlrg MlTek' buildngdesiga BreunBlOdlwNdistoprevanlbuGlingofipdiviNalWsswebandiOfMONmembersony. is allays required for sub5ly and M prevent collapse with possible Femoral injury and property damage. For general guidance regarding Me Mbicudon, sto2ga,derwery erection end bmunB ofWssesand Wsa sysNms,sea ANSaRl Duorat, Criteria, DSB-ee and BCSISuRdIng Component SardylnformaBan fmm Tuss PUte Inardute, 219 N. Lae Street, Smta 312, Nexandda, VA U314. 69111 Parke East Bya. Tampa, FL 36610 evailebM Job Truss Truss Type Ofy Ply T77178634 1766412 CJOS JACK -OPEN 12 1 Job Reference o Gonal Builders First Source, Plant City, FL-32566. B.24U 5 May 14 ZUIU MIIeK maUstres. Inc. vvea Mav 2B Ue:J22J 2Ula 3x4 = ST1.5xe STP = LOADING (psQ SPACING- 2-M CS'. OEFL- in (loc) UdeO Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.03 24 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Verl(CT) -0.05 24 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HDrz(CT) -0.00 3 n1a Na BCDL 10.0 Cade FBC2017rTP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP Na.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanica1, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=105(LC 8) Max Uplift 3=103(1-C 12), 2=165(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale=1:12.7 PLATES GRIP MT20 2441190 Weight: 171b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.0-0 oc puffins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst, BCDL=3.Opsf; h=15f; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3)� 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 will fit between the bottom chord and any other members. 4) Al hearings are assumed to be SP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. Fa Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 Ib uplift atlolnt(s) except Ut=Ib) 3=103,2=165. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. tttillillNs�A 111 tg4e��'i 9 . 4 No 39380 F '�� s\ Off. iO F 1931� •��''S'till �NA� Thomas A. Allard PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 29.2019 ® WARNING. Vedlydesign pammernrsand READ NOTES ON MIS AND INCLUDED MTEKREFERENCEPAGEM11-7473me, 104MQ015BEFOREUSE Design valid for use only WM MReks, connecters. This design is based only upon parametere shown, anti is for an Individual building wmponenl, not e` � a buss system Before use, the budding designer must vent' Pe applirabiRy of design parameters and pmpedy Mennonite this design into the nrendl bundingdesign. BmdnginddwtedisNpmwntbuddingofhdMdualWssweban&oraordmem moNy. Addwonaltemporeryendpamunentteacng MiTek' Is always required for stabiny and to mown whose with possible personal injury and premay damage. For geneal gulden. regaeding the fabdwtion, slora6e, delveryry erection and brsoin8 of musses and buss systems. sea ANSV7PI1 Oue1Ay Cldeda, DSB-89 and BCSI Building Componerd Salolyledomneskm avanaE'le from Truss Plate Mineola, 218 N. Lee SWet, Sute 312. Alexandra, VA M314. seat Parke East Bind. FL 38MO Tampa, Job —7] Tress Truss Type Dry ply T77178835 1766412 F1 EJ07 JACK -PARTIAL 77 Job Reference o tlonal Builders First Source. Plant City, FL-32566. 8.240 s May 13 Zulu MI I ex Inauames, Inc. Wed May 29 46 = ST1.5x8 STP = Stale=1:17.9 7-0-0 Plate Offsets (X Y)— I2:0-1-14 Ednel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdeg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.12 24 >640 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.18 24 >434 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight: 23 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-14 cc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (Ito/size) 3=160/Mechanical, 2=324/0-8-0, 4=77/Mechanical Max Hom 2=13B(LC 8) Max Uplift 3=131(LC 12), 2=190(LC 8) Max Gmv 3=160(LC 1).2=324(LC 1).4=121(LC 3) FORCES. Bb)-Max. Comp./Max. Ten. -All forces 25001h) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrentwith 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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 5) Refer to girders) for truss to truss connections. H Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joint(s) except (It--Ib) 3=131, 2=190. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. s %ONS� A igCe,,', • q �j No 39380 ' cc \�40 Thomas A AlbanlPE No.39380 MITek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: May 29,2019 p wARNINd -Verify daalgn pe2metere anOREAO NOTES ON MIS AND INCLUDEDMITEKREF£RENCEPAGE MII-74T3me I&M015B£FORE USE design valid for use only with MITek® mnnectors. This design is based only upon parameters shown, and Is for an Individual building component, not �f• a truss system. Before use, the building designer must very the applicabitiy of design parameters and propeM innryamta this design intothe overall to albusswaba6&or Mood members only. Additionaltemporzryandpermanenlbndng WOW buildingdesign. Breungindisatedis gewntbu&lingofindivi Is ahvoys required f rstabiiy and to prevent collapse with possible personal injury and pmpeM damage. Forgenerzlguidanceregancingtlm fibrins.., storage, deriveryry erection and braced of tmsse3 and truss systems, see ANSffP/f Quality CrAede, DSB-89 and BC5l Building Component fromTmss Plate Institute, 218 N. Lea Street. Suite 312, Alexandria, VAM314. 69M Perxe Fast Blvd. 36610 Serefylnhrmatlon avag�E�b Tampa, FL Truss Truss Type Oty FlyT1717B63fi F176412 HJ07 DIAGONAL HIP GIRDER 6 7 Job Reference (oplionag Builders First Source, Plant City, FL-32566. 8.240 s Inc. Wed May 29 09:32:24 2019 ass = 2.83 12 10 LOADING (PSI) SPACING- 2-0-0 CSI. DEFL. in poc) I/deg Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.27 4-6 >435 360 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.37 4-6 >317 240 BCLL 0.0 ' Rep Stress ]nor NO WB O.OD Hoa(CT) 0.01 4 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=243/Mechanica1, 2=422/0-10-15, 4=184/Mechanical Max Harz 2=138(LC 4) Max Uplift 3=206(1_C 8), 2=303(LC 4), 4=37(LC 8) Max Gmv 3=243(LC 1), 2=422(LC 1), 4=239(LC 3) FORCES. Db) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 171.2 PLATES GRIP MT20 2441190 Weight: 401le FT=20% Structural wood sheathing directly applied or 6-0-0 Go purling. Rigid ceiling directly applied or 9-84 Go bracing. NOTES- (9) 1) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 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 Zvill fit between the bottom chord and any other members. 4) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) 4 except fit -lb) 3=206,2=303. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 He down and 451b up at 4-2-15, 31 He down and 451b up at 4-2-15, and 591b down and 105lb up at 7-0.14, and 59 Ib down and 1051b up at 7-0-14 on top chord, and 241b down and 37 He up at 1-4-15, 241b down and 37 lb up at 1-4-15, 181b down at 4-2-15, 18 Ib down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 on 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 (B). 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert 1-3=54, 2-4=20 Concentrated Loads Qb) Vert: 8=75(F=38, B=38) 9=61(F=30, B=30) 11=-36(F=18, B=18) I� %%J0. ....F44 1% GENg No 39380 ' 0 Fl••• Thomas A Nbanl'PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: May 29,2019 AWARNING - Ventydeslgnparametersand READ NOTES ON MIS AND INCLUDEDMITEKREFERENCE PAGE 0I-7473mv. 1yD'V2015 BEFORE USE. �■�� Design vagd for use only vNh Mi7ek® connectors. This design is based only upon premature shovm, and Is for an individual building component, not a Was system. Before use, the Wilding designer must verify the applicabNty of design parameters and property moorsorato to. doeign Into the overall buikingdesign. BacingIndented istopreventbucklingofindivldualmosneband/orchoulnambereonly. Adddonaltempoaryand permenentbmdng MiTele Is atvays required for stability and to preventcogapse FAO Possible personal injury and property damage. Forgenemlguidancoregandingthe fabrication, stomp, delveryry erection and baling of Wsses and truss systems, see ANSI/Foil Quality criteria, DSB-0B and BCSl Building Component Smady Ndormallon a made from Truss Plata Institute. 218 N. Lee Street, Smro 312. Alex ndda, VA223I4. 69N Parke East Blvd. Terms, FL W610 Job Truss Truss Type any ply T17179637 1766412 T01 HIP GIRDER 2 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 S May 132U19 Mlles lnausmes,Inc. Wed May29U9:32:262UIV Vogel ID:IQ_IrRMMhNv2CrlgOvJ54jzC_d2.5UGWYFGBUyPcU526HfEM69m4921 oiQkMIOAXNzBgy3 1-0-0 7-0-0 73-2-0 1I3-40 264-0 �7-4-0 7-0-0 62-0 621 7-0-0 141-0' 4.00 12 56= 5>0 _ Us = 3 11 12 4 13 14 5 S ale: 1/4"=1' ST1.5x8STP = 15 16 10 17 9 18 19 8 20 21 ST1.5xBSTP = 3xl2 MT20HS 3x6 = 6xl2 MT20HS = 3x6 = 3xl2 MT20HS -0 161-0 16-3-0 -4-0 1&4-0 26 7-0MN2 3-1-0 62-0 3-1-0 7-0-00 Plate Offsets (X Y)— 12:0-3-13 0-1-8] [3:0-3-12 0-2-12] [5:0-3-12 0-2-12] [6:0-3-13 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.34 8-10 >897 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -OA9 2-10 >622 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.54 Hort(CT) 0.09 6 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight 127 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=191610-8-0, 6=1915/0-8-0 Max Hoe 2=48(LC 28) Max Uplift 2=1060(LC 4), 6=1060(LC 5) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=4774/2618, 34=5584/2919, 4-5=5585/2920, 5E=4775/2618 BOT CHORD 2-10=2427/4464, 8-10=3210/6067, 68=2386/4464 WEBS 4-10=663/508, 310=517/1417, 4-8=-662/506, 5-8=-517/1417 BRACING - TOP CHORD Structural wood sheathing direc0y applied or 2-8-15 oc pur ins. BOTCHORD Rigid ceiling directly applied or5-7-4 ocbracing. NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2)'Nnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsf; h=15f; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Al plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 last bottom chord live load nonconcument with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SIP No.2 crushing rapacity of 565 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift aljoings) except DY--lb) 2=1060, 6=1060. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 320 lb down and 346 lb up at 7-0-0, 106 It, down and 134 lb up at 9-0-12, 106 It, down and 134 lb up at 11-0-12, 106 lb down and 134 Ib up at 13-2-0. 106 to down and 134 lb up at 15-34, and 1061b down and 134 lb up at 17-3-4, and 320 lb down and 345 lb up at 194-0 on top chord, and 264lb down and 8616 up at 7-G-0, 81 lb down and 20 lb up at 9.0-12, 81 Ib down and 20 lit up at 11-0-12, 81 Ito down and 20 to up at 13-2-0, 81 Ib down and 20 lb up at 15-34, and 81 lb down and 20 It, up at 17-34, and 264 lb down and 86 Ito up at 19-34 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied t0 the face of the truss are noted as front (F) or back (B). 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-5=54, 5-7=54, 2-6=20 ` pS�A Eg4e'�'�i �.�GENSF'q'1i�'� No 39380 Thomas A Abut PE ND.39380 MIFek USA, Inc. FL Carl 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: May 29,2019 AWARNING-Vedry design parameter and READ NOTES ON THIS ANDINCLUDEDMITEN REFERENCEPAGEWI.7473 mv. I(VOW 1SBEFOREUSE Design valid for use onlywth Mmek® connectors. This design is based only upon parameters shover, and is loran individual building component, not a truss system. Before use, the Wilding designer must verify Ne applicability of design parameters and properly incorporate this design into the overall Wildingdesign. BradngIndmtedisbprevent buUJingofindividualbusswabanNorchontmembers only. Addieoneltemporary and pernanenterasing Bs Ir M[Tek* Is always repaired for stitnW antl to prevent collapse with possible personal injury and property damage. Forgenerlguidancoregardmgthe fabrication, Wage. delivery, erection and turning oftneses and We$systems,see ANSVTPI1 Oaallty CrAede, DS&9 and SCV Building Component 6954 Parke East Blvd. Sorelylrr/prmedpn avahibbfrem Truss Plate lnstitute,218 N. Lee Street,8uite312, Alexandrd'VA22314. Tampa, FL 36610 LOAD CASE(S) Standard Concentrated Loads 01b) Vert: 3=273(1`) 5=273(F) 4=106(F) 11=106(F) 12=106(F)13=106(F) 14=-106(F) 15=213(F) 16=57(F) 17=57(F) 18=57(F) 19=57(F) 20=-57(F) 21=-213(F) ®WARNING -Very design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MI-7473 ra .10r0N1015 BEFORE USE *� Design valid for use only Win MITek®connectors. This design is Eased ony upon parameters shown, and m for an Individual building component, net a buss system. Before use, Me building designer must verify the applicebiliy of design paaneters and pmpery incorporate this design into the overall bulklingdesign. Bradngindiatedisbpreventbur lingofindividualEuaswebanNorOommemb monty. Add onalwmpomryandpemenentEasng i�•`■q Mel( is always mgwmd forstsbily, and to prevent collapse vein possible personal injury and pmpeM damage. Forgenealguldanceiegardingthe fabrication, storage. delivery, erection and Easing of Fusses and buss systems, see ANSgTP/1 Dually Cmada, 0.8E-89 and BCSI Building Componer 6904 Parire East Blvd. Saf sylrurmegon available from Trans Plate institute. 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 35810 Truss Type City Ply T17179638 r1766412 7T02SS HIP 2 1 Jab Reference (optional) Ruilders First Source Plant City FL-32566 8240 a May 132019 Mffek Industries Inc Wed May 29 09:32:27 2019 Pagel ID:KZ_IrRMMhNv2CrlgOvJ54RC_d2-ZhAFjuGFvo4GEegFg_ATuJh7NZLeXF2tbP7j3pzBgy2 r1-0-0i 440-0 9-0-0 174-0 i 21E-0 264-0 7-0-0 4-10.0 4-2-0 84-0 4-2-0 4-10-0 4.00 12 ST1.5x8 STP = 3x6 = 3x4 = 6,A = ax4 = 3x4 = 6x8 = 3x4 = Scale=1:47A ST1.5x8 STP = 3,16 = Plate Offsets (X Y)— 12:0-2-2 Edge) [4:04-0 0-2-6] [5:0-4-0 0-2-6] [T0-2-2 Edgel LOADING (psD SPACING- 2-0-0 CSI. DEFL. in Ooc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.18 9 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.27 9-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017rrP12014 MatrixSH Weight 1211b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 •Except• 4-5: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=948/0-8-0, 2=1024/0-8-0 Max Hom 2=66(LC 12) Max Uplift 7=-427(LC 9), 2=517(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc Funding. BOT CHORD Rigid ceiling directly applied or 44-0 oc bracing. FORCES. (Ib) - Mm. Comp./Max. Ten. -All forces 250111) or less except when shown. TOP CHORD 2-3=230911942, 34=2138/1789, 4-5=1928/1633, 5-0=2153/1806, 6-7=2322/1967 BOTCHORD 2-11=-1755/2132,9-11=1419/1835,8-9=1426/1841, 7-8=1781/2154 WEBS 3-11=169/294, 4-11=170/342, 5-8=186/346, 6-8=179/307 NOTES- (8) I) -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; BCDL=3.Opsf; h=15f; Cat II; Exp C; Encl., GCpi=0.18: MWFRS (envelope) and C-C Extenor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-40 wide will fit between the bottom chord and any other members. 6) Al bearings are assumed to be SP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoings) except at=1b) 7=427, 2=517. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ' No 39380 Off. W'o ;A SS/� N AU EC%*-%% Thomas A. Albanl PE ND.39380 MITek USA, Inc. FL Cert 6634 6904 Padre East Blvd. Tampa R.33610 Date: May 29,2019 ® WARNING -VerydeslgnperemearsandREADNOFES ON MIS ANDINCLWEDMIT£KREF£RENCEPAGEM[I-74r3r,1010V1015BEFOREOSE seesse valid for use ontyvAh Mgek®conne lore. This design is based any upon parameters shover, and is for an individual building component, not WE a truss system Before use, did buildng designer must verify the applicability of design parameters and property Incoryerate this design into the overall buildingdesign. Bating Indented is to prevent buckling dindividual Was web andlor QmN members only. Additional temporary, and peimanent bracing Mild Is ahvays required forstieny and to prevent collapse With possible personal Injury and property damage. Forgenerelguidanceregardngthe fabnwtion,storage. delivery, erection and bound oftrusees and truss systems. see ANSIIPH Quality Creade, DSB49 and SCSI Building CompormlK 6904 Parke East Blvd. SeAdylnforma0on available from Truss Plate Institute, 218 N. Lee Street, Suite 312. A]e,ardna, VA n314. Tampa. FL 364610 Job Truss Truss Type Oty Ply T77178839 1766412 T03 HIP 2 1 Job Reference (optional) Builders First Source, Plant City, FL-32666. 8,240 s May 132019 MTek Industries, Inc. Wed May 29 09:32:28 2019 Pagel ID:KZ_IrRMMhNv2CrlgOvJ54jzC d2-7tkdxEHtg6C7soEREhhiR%E37yhDGaU7 g3tHbGzBgyl 141-0 6-1L 77-0-0 1.2-0 154-0 20-2-10 26-0-0 1-0-0 6-7L 4-10.10 2-2-0 2-2-0 4-10-10 6-16 Me _ a4l II 3x6 = ,,,, r Scale=1:47.4 a 1� TP = Us _ 2x4 II 3.8 = 2x4 II 3x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 125 Rep Stress Incr YES Code FBC2017rTP12014 CSI. TC 0.99 BC 0.69 WB 0.69 Matrix-SH DEFL. in (loc) I/deb Ud Vert(I.L) 0.27 10 -999 360 Vert(CT) -0.41 10-12 >757 240 Hom(CT) 0.09 8 n/a n1a PLATES GRIP MT20 2441190 Weight 1131b FT=20°/ LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid cefling directly applied or 4-2-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Itesize) 8=948/0-8-0, 2=1024/0-8-0 Max Horz 2=79(LC 16) Max Uplift 8=-417(LC 9), 2=506(LC 8) FORCES. (Ib)-Max. Comp./Max. Ten. -Ali forces 250(Ib) or less except when shown. TOP CHORD 2-3=2283/1903, 3<=1648/1439, 4-5=1531/1422, 5.6=1531/1422, 6-7=l649/1439, 7-8=2300/1923 BOT CHORD 2-12=1703/2098, 10-12=1703/2098, 9-10=1724/2116, 8-9=1724/2116 WEBS 3-12=0/276, 3-10=-655/595, 5-10=293/540, 7-10=674/617, 7-9=0/277 NOTES- (8) 1)-Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psg BCDL=3.Opsf; h=15fk Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for 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) All bearings are assumed to be SP No,2 crushing rapacity of 565 psi. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Ot---lb) 6=417,2=506. 8) This manufactured product is designed as an individual building component. The suitability and use of this Component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. �` %pops' A No 39380 0�. O 1 O P' ss'O N A. i?,' % �� Thomas A Albanl PE No.39380 MTTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 29,2019 ®WARNING.VerifydesignparametemandREADNOTESONTNISANDINCLUDEDAUTEKREFERENCEPAGEMII-7473mv IMMOf6BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an indNdual bunding component, not a truss system. Before use, the bulking designer must verily the appliwbifity of design parameters and property incorporate ens design into the owrell buildingdesign. Bndngindima distopmv ntbur ingofindiAd altmsswabendbr&oWmem manly. Additional temporary and pemunenlbelong MOW Is always required for stability and M prevent collapse with possible personal injury and property damage. For general guidance regarding the fabriratlon.storage. de0very, erection and bating of Masses and Was system. an ANSUTPI1 Quality Cdbde, DS"9 and BCSI Bullding Component 6904 Pane East Blvd. Seletylnformation avagable from Tmss Plata Instiiate, 218 N. Lee Street Suite 312, Monndda, VA 22314. Tampa, FL 118610 Job Truss TrussType Dry Ply T17179NO 1766412 T04 HIP 2 1 Job Reference o tonal Builders First Source, Plant City, FL-32566. 8240 s May 13 2019 MTek Industries. Inc. Wed May 2909:32:292019 Page 1 ID:IQ_IrRMMhNv2Cag OVJ541ZC d2-V3178alVRPltTxpdoPCtc knHOM1W7_OA31rg8izBgyO 13 -ton at-5 IlOa 13,Lg 20.2-11 26+0 144 s1-s s10-1n a- 6_1e-10 6-la a-24 Scale =1:47.4 44 = an u� di ST1.5x8STP = 1O 3x4 = ° - • STI.5x83TP = 3,6 = 2x4 II 3Ni = 2x4 II 3XG = lawn 0.15 Ia 13-2-0 20-2 11 26+0 Fld 610.10 G1- 0.10.10 6-1-5 0.2n Plate Offsets (X,Y)-- f2:0-2-2,Edge1 f6:0-2-2,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) gde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.19 B-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.29 B-10 >999 240 BCLL 0.0 Rep Stress Incr YES Will 0.84 Hom(CT) 0.09 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 115lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or4-2-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 6=94810-8.0, 2=102410-8.0 Max Holz 2=92(LC 16) Max Uplift 6=403(LC 9), 2=-092(LC 8) FORCES. fib) - Mu. Comp./Max. Ten. -AI forces 250 (lb) or less except when shown. TOP CHORD 2-3=2335/1997, 3-0=1567/1390, 4-5=1567/1390, 5-6=2352/2017 BOTCHORD 2-10=1802/2157,8-10=-1802/2157,7-8=1822/2174,6-7=lB222174 WEBS 3-10=0263, 3-8=800[783, 5-8=-819/804, 5-7=0/264, 4-8=-411/607 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2)-Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=15f; Cat II; Exit C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone;C-C or members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This ss has been designed for a 10.0 pal bottom chord live load rionconcurrent th any eall - wW ' This ss has been designed for a Iva load of 20. ps on the bottom chord in all areas areas where rectangle 3-8-0 tall by 2-0-0 wide 4) will fit between the bottom chord and any other members. % 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. • Y iu E N S • •. qw: I� ••, ✓� 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 10016 uplift atjoings) except 0t=-lb) V F �� 6=403, 2=492. No 39380 ' 7) This manufactured product is designed as an individual building Component The suitability and use of this Component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building Code. t oT ��Cn'• OR��• S10NA11 Thomas A Abanl PE No.39380 MRek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: May 29,2019 ®WARNING -Vedry design p,, metem&.d READ NOTES ON THIS AND INCLUDED MITEKREFERENCEPAGEN1I1-7473 ran. 10/OY3015 BEFORE USE. Design valid for use onlywtN MTen0connesm Tbis design is based onlyupon paremetere shown, and is for an individual Wilding component not a Who system. Before use, the building designer rtMst verity lye applicability of design parameters and Property incorporate this design into the overall building design. Misting indicated is W prevent bunting of Wdivldual Was web andlor chord member ony. Additional temporary and Pemunenl breeng WOW WOW Is alaeys required for stabirly and to prevent collapse With possible personal injury and Property damage. ForgenemlguidancoregareWgthe Mediator,stomp. defiveryryemdon and braung oftrusses and Was system, sea ANSITIVI Quality Creams, DS"m and BCSI Building Cem ement Vom Tmss Phut InsNute, Suile 312, VA22314. 69M Parka East East Blvd. Safety leslormotlon ava3ab[a 218 N. Lee Street, Alexandria, Tampa, FL 36610 Job Truss Tmss Type Dry Ply T17179641 1788412 T05 COMMON 5 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s May 13 2019 MTek Industries, Inc. Wed May 29 09:32:29 2019 Page 1 4,,6 = Scale=1:45.6 (.h TP = 3x6 = 2x4 II "" — ass = 2x4 II 346 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress lncr YES Code FBC2017/TPI2014 CSI. TC 0.79 BC 0.69 WB 0.84 Matrix-SH DEFL. in Vert(LL) 0.19 Vert(CT) -0.29 HOR(CT) 0.09 hoc) VdeO Ltd 8-10 >999 360 8-10 >999 240 6 We n/a PLATES GRIP MT20 244/19D Weight: 115 In FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purims. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or4-2-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=948/0-6-0.2=1024/0-8-0 Max Horz 2=92(LC 12) Max Uplift 6=-403(LC 9), 2=-092(LC 8) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3-2334/1996, 3-0=1567/1390, 4-5=1567/1390, 5-0=2351/2016 BOT CHORD 2-10=1801/2156. 8-10=-1801/2156. 7-8=1822/2174, 6-7=1822/2174 WEBS 4-8=-011/607, 5-8=818/804, 5-7=0/264, 3-8=800/782, 3-10=0/263 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2)'uYnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft Cat II; Exp C; Encl.. GCpi=o.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 his ss has been for list 2 m chard other live TThiswWss live chord in rq4 �r.- load o.0 qi has been designed for O.Ops onlive the bottom all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit between bottom ,`O,A PS7 A will the chord and any other members. 5) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. �� Cam+`• e , .•• G E N 5+' •. q2 �� 6) Provide truss to bearing 100 Ib `�� V F ••, �� mechanical connection (by others) of plate capable of withstanding uplift aljoint(s) except (Y--Ib) 6=403,2=492. No 39380 7) This manufactured product is designed as an individual building component The suitability and use of this component for any is building particular building the responsibility of the designer per ANSI TPI 1 as referenced by the building code. �N�� AE%%%` /18111111 Thomas A. Albant PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: May 29,2019 ®WARMING -Verify design pemmerersend READ NOTES ON MIS AND INCLUDED MITER REFERENCE PAGE MIl403mv, 140342015 BEFORE USE Design valid for use only What MTek® connection. This design is based onry upon teamsters shovh, and is farad iddNduel Wilding oomponenk not a puss system Before use, the building designer must verify the applicability of design parameters and prop ity Incoryorme Nis design into tie oveaa Wildingdesign. Bnungindwtedistopmventbucklingorindividual WssvebanNor Oodmembenony. Additional lemponry and pemunentbracing p, IVI(Te k• Is always required for stability and to prevent collaPs"Uh possible personal Injury and property damage. Forgenenlguidanwregardingthe fabdee4On, steage.delvely, emaish and WeAng of Wsses and Was systems. see ANSI/TPH Quality creeds, DSB-09 end SCSI Building Componerd 69M Padn East Blvd. Serefylnfonnerti availace WmThess Plebe Institute,218 N. Lee Street. Suite 312.Alexenddi VA22314. Tampa, FL W10 Job Truss TrussType —71 Oty Ply T17179842 1766412 T06 HIP GIRDER 1 1 Job Reference (optionap guilders First Source, Plant City, FL - 32566, 8.240 s May 13 2019 MTek Industries, Inc. Wed May 29 09:32:31 2019 Page 1 ID:KZ_IrRM MhNv2CrlgOvJ54jzC_d2-RSOmZGJmz1 aiilFzovgFP39sa0AixTifT W 15xCbzBgy_ 1-0-0 5315 k -0-0 9-0-0 11-0-0 1231 18-0-0 199-0-0� 1-0-0 5315 143-1 2-0-0 2-0-0 131 5315 — — 1-0-0 Scale -1:32S 3x6 = 2x4 II 316 = 5x12MILut15 = 3x6 = axe = Plate Offsets (X,Y)— r2:0-3-O,Edgel r4:0-3-O.Edae7 16:D-3-0,Edgel, (8:0-3-0 Edgel rlO:0-6-0 D-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Doc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.22 2-10 >949 360 MT20 2441190 TCDL 7.0 Lumber DOL - 1.25 BC 0.69 Vert(CT) -OA3 2-10 >482 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.28 Hoa(CT) 0.06 8 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matra-SH Weight: 73 lb FT=20% LUMBER - TOP CHORD 2x4 SP ND.2 •Except• 4-6: 2x4 SP No.1 BOTCHORD 2x4SPM31 WEBS 2x4 SP No.3 REACTIONS. (Ib/s'Ize) 2=1281/0-8-0, 8=1280/0-8-0 Max Horz 2=49(LC 8) Max Uplift 2=718(1_C 4), 8=718(LC 5) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-7 oc pudins. BOTCHORD Rigid ceiling directly applied or 6-5-10 oc bracing. FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=-2891/1571, 34=-2883/1536, 4-5=2766/1481, 5E=2766/1481, 6-7=2883/1536, 7-8=2890/1571 BOTCHORD 2-10=1446/2681, 8-10=1400/2679 WEBS 7-10=170/338, 3-10=-169/337, 5-10=76l745 NOTES- (11) 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; BCDL=3.Opsf; h=15fk Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 Z) Provide adequate drainage to preventwater ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom Chord live load nonconcurrentwith any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SP No.2 crushing rapacity of 565 pat. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1OD lb uplift at joint(s) except at -lb) 2=718, 8=718. 9) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 321 lb down and 345 Ib up at 7-0-5, and 1061b down and 1341b up at 9-0-0, and 321 lb down and 345 lb up at 10-11-11 on top chord, and 264 lb down and 66 Ib up at 7-0-0, and 81 Ib down and 20 lb up at 9-". and 264 lb down and 86 lb up at 10-11-4 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) This manufactured product is designed as an individual building Component. The suitability and use of this Component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building Code. LOAD CASE(S) Standard 1) Dead * Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=54, 4-6=54, 6-9=54, 2-8=20 g A A<e aai i •''GElv,! 9 O� No 39380 IS OR10.'•N �SSJ�NA� ; �C Thomas A. Albani PE No.39380 MTTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: May 29,2019 AWARNING- Verlry design parameters and READ NOTES ON THIS AND INCLUDED hi REFERENCE PAGE 114II44r3 rev.!W312015 BEFORE USE Design valid for use on"th MTek® connectors. This design is based any upon paameters shown, and is for an individual building com xnenl, not a truss system. Before use, the Wilding designer must veNy the applicability, of deign paremelers end prope,y moo,pomte this design into the overall buildingdesign. gracing Indi istoprevent Welding orin:MduuWas was andfor Mod membersonly. Additional temporeryand permanentbntlng NiiTek' is Mays requiredfor stability and to prevent collapse viN possible personal injury and property damage. For general guldens regarding the fabrication, storage, delve ry erection and bradnB of Wsses and Was systems, Gee ANSImPl1 Quelity Cniterte, DS6.89 and SCSI Building Component Salerylnlormatlon evelerybtmm Tmss Plate Institute.218 N.Lee SWel, Suite 312,Alexandda,VA22314. 6904 Parka East Blvd. Tampa, FL 36610 Job Truss Truss Type Oty Ply T17178642 1768412 TOB HIP GIRDER 1 1 Job Reference op ap o.aUnm rMr en,,.,.e otss rtx, n _ mcaa a Pdn a Mw 13 9n1A MTek IMustrilrien Ins. Wed Mav 2g 0932:31 2019 Pa0e 2 ID:NZ_IrRMMhNv2Crlg 6vJ54jzC_d2-RSDmZGJmz1 aijFZDvgFP39saGAixT4i W15xCbzB9y_ LOAD CASE(S) Standard Concentrated Loads (Ib) Vert 4=-273(F) 6=-273(F) 10=57(F) 5=106(F) 11=213(F)12=213(F) ®WARNING- Vedry, design pammete®and READNOTES ON THIS ANDINCLUDWAITEKREFERENLE PAGE MII-7423 ra. IWOMOIS BEFORE USE Design valid for use onyvnN MTek® connectors. This design is based Only upon parameters shover, and is for an individual building component, not p` a Onus system. Before use, Ohs building designer must verify to applicabildy of design parameters and property Ncorporate this design into to overall buildingdesign. Shading indicated is to prevent Welding of inniode8l Was verb and" chond membenry only. AtldAonaltemporary and penna entbmdn6 MiTek' is alver, required for stability and to prevent collapse wills possible personal injury and prepany damage. For general gulden= regarding to fatmen5n,at.dow. delivery, emdon and bracing of lasses and Was system, sea ANSgTPI1 Quality Craed%DSB-89 end SCSI Building Camponem 6904 Parka East Blvd. SaMtylaftmetlon ava0able frem Tmss Plata InsRute, 218 N. Lea Street, Suite 312, Alexandda, VA 22314. Tampa, FL 36610 Truss TypeT77179643 6412 F]T07S8 COMMON 7 1 �Job Reference (optional) Builders First Source, Plant City, FL-32566, B.24DS May 13Luta mueK lnausmes, Inc. vveamayzaueaeacauie rage, I D:KZ_IrRMMhNv2CrlgOvJ54jzC_d2-wez8nbKOkKiYLPYCTXmebNPtsaogCW fUhrUkl zBgu -14)-0 5315 9-0-0 1MA 18-0-0 1-0-0 5315 331 331 I 53751-0O Scale: 3AT-V 4x6 — 3x6 - ono — 34 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inter YES Code FBC2017/TPI2014 CSI. TC 0.43 BC 0.78 WB 0.18 MatrixSH DEFL. in Vert(LL) -0.11 Vert(CT) -0.25 Horz(CT) 0.04 ODD) Udell Lid 6-8 >999 360 6-8 >840 240 6 n1a n/a PLATES GRIP MT20 2441190 Weight: 741b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-6 cc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-4 cc bracing. WEBS 2x4 SP No.3 REACTIONS. Bb/size) 2=713/0-8-0, 6=713/0-8-0 Max Horz 2=-61(LC 17) Max Uplift 2=-361(LC 6), 6=361(1-C 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1368/1216, 3-4=1051/893, 4-5=1051/893, 5-6=1368/1216 BOT CHORD 2-8=1033/1259, 6-8=1048/1259 WEBS 4-8=322/480, 5-8=-347/459, 3-8=347/459 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2j Wind: ASCE 7-10; VuIY-160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15f; Cat it; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SP No.2 crushing rapacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift atjoint(s) except at -lb) 2=361, 6=361. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building Code. Is O'Op,S1A No 39380 r.41 n�r(OR10 -.N Thomas A, Alban) PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 29,2019 ®WARNING -Verily design parameters antl REAa NOTES ON MIS AND INCLUDED MIrEI(REFERENCE PAGE MII-0473re¢ 10,0143015BEFORE USE Design valid for use only Win MTek®connectors. This design is based only uponparameters shorn, and is, for an arinddualbuildi geamponenL not a truss system. Before use, the building designer must verify Me applicability of design Parameters and properly incorporate Nis design Into the overall beading individual truss andrur chortl members only. Additional temporary and permanent bmtlng MiTek' building design. Braang indicated is to prevent of web is allays mWired for stability and to prevent collapse wiN possible personal injury and popery damage. Forgenemlguidanceregarongthe fabrication, storage, delivery. erection and brerAng ofbusses and truss systems. see ANSUTPIf Duality Criteria, DSS-89 and SCSI Building Comporeent 6904 Parke East Blvd. SefetylMomraf/on evadable fmm Truss Plate Institute,218 N.Lee Stoat, Svite312,Alexandna,VAt2314. Tampa,FL 36610 TrussTrussTypeyT17179644 r17'66412VO1 Valley 1 1 J b Ref ran (pf n U Builders First Source, Plant City, FL-32566, LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP ND.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2017/TP12014 REACTIONS. (Ib/size) 1=78/3-10.8, 3=7813-10-8 Max Ho¢ 1=7(LC 13) Max Uplift 1=33(LC 8), 3=33(LC 9) 2x4 8.240 s May 13 2UIU MTek [ndusMeS. Inc. Wed May 29 09:32:32 2U19 Paget ID: KZ_IrRMMhNv2Crlg OvJ54jzC d2-wez8nbKOkKiYLPYCT%mebNPzmBcCYKclhrUklzBgxz 2x4 Scale =1:7.4 i CSI. DEFL. in (roc) Well L/d PLATES GRIP TC 0.05 Vert(LL) n/a - n/a 999 MT20 2441190 BC 0.09 Vert(CT) n/a - We 999 W3 0.00 Horz(CT) -0.00 3 n/a n1a Matrix-P Weight 9111 FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purims. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (Ib) - Max. Comp.fMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (8) 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; BCDL=3.Opsf; h=15ft; Cat 11; Exp C; Encl., GCpi=0.18: MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Gable requires continuous bottom chord bearing. 4JThis truss has been designed for a 10.0 psf bottom chord live load nonconcumentwith 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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) 1, 3. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. % ONS�A IIII`948��i 9 . No ,39380 Thomas A Albanl PE ND.39380 MTTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: May 29,2019 ®WARNING -Verily design Parameters and READ NOTES ON THIS ANDINCLUDED MITEK REFERENCEPAGEMIIJ473 rev. 101)MOt6 BEFORE USE. Design valid for use only vbth MTek® connectors. This design is based only upon parmeters sheer, and is for an individual building component, not a truss system. Before use, the building designer must wn y the applirabiliy of design parameters and propeM ineurpoate this design moths overall buildingdeeign. Smdngmdrated is to prevent buckling ofindividual Was web andor chord members only. Additionaltempaary and pereanentbmang MiTek• is sheave required for stebl4ty and to prevent collapse with possible personal injury and pmperly damage. Forgenealguidanceregardinglhe fabrication, storage, delivery, erection and baling of Wsses and truss systems, see ANSUTP11 Dually creeds, DSB-99 and BCSI Building Component 69%Palle E el BIM. Saletylnrmmadoo evadable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alels ndia, VA 22314. Tampa, FL 36610 T17179645 4.00 12 2x4 Axe = 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in BOG) VdeB L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 VerdLL) n1a - nm 999 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a - Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 HOR(CT) 0.00 3 nda n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=9677-10-8, 3=96/7-10-8, 4=262f7-10-8 Max Holz 1=19(LC 12) Max Uplift 1=49(LC 8), 3=51(1_C 13), 4=95(LC 8) Max Grav 1=100(LC 23), 3=100(LC 24), 4=262(LC 1) FORCES. (Ib)-Max. Comp./Max.Ten.-All forces 250(lb) or less except when shown. 2x4 Scale=1:14.6 PLATES GRIP MT20 2441190 Weight 22 lb FT=20% BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1r160mph (3-second gust) Vasd=124mph; TCDL=4.2pst; BCDL=3.Opsf; h=15f1; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3y Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 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.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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift aijoint(s) 1, 3, 4. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building rude. i ``,`O PSFAgg46��0 '9 ENS . 1. No 39380 Xx 00• Thomas A Albanl PE No.39380. MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 29,2019 AWARNING. Verify designparemerersandREADNOTESONMIS AND INCLUDEDJWT NREFERENCEPAGE MII.7473rea.10OW2015BEFOREUSE Design valid for use ony with MTeke onnectors. Thu tlesign is based only upon paremeters shown, and is form indNdual building curcloenent, not a truss system. Before use, the building designer must verify the applicability of design parmaters and property Nolparate Nis design into the overall buildingdesign. BmongindmtedistopmvMWu mgofindividual"sswebanNorchoNMMWmony. Additonaltampoaryandpertmentbredng M!Tek' b eferays required for stabiGry and to prevent collapse with possible personal Injury and property damage. Forgenenl guidancetegaru ng the fabricator. storage, delivery, erection and bracing ofbosses and truss system. see ANSVTP/10ualM Crkeds, DS"9 and Bw1 Building Oomponmt 6904 Parka East Blvd. SaferylnfomnWon evadable from Truss Plata Institute, 218 N. Lea Street, Suite 312, Alexandria, VA 22314. Tampa, FL W610 Job Truss Truss Type City Ply T17179646 1766412 V03 Valley i 1 Job Reference o Oonal Builders First Source, Plant City, FL-32566, 8.240 s May 13 2019 MITek industries, Inc. Wed May 28 U9:3z:3A 4U1 B rage 1 ID:KZ_IrRMMhNv2CrlgOvJ54jzC_d2.s15uCHLeGyyGajibayo6hnUFLNobgR9vC?Kbov Bgxx Axis = Scale =1:19.0 4 3x4 2x4 II 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vital L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) n1a - Na 999 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) Na - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WE 0.11 HOR(CT) 0.00 3 n/a rda BCDL 10.0 Code FBC2017ITP12014 Matrix-SH LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. fib/size) 1=158/11-10-8, 3=158111-10-B, 4=433/11-10-8 Max Horz 1=31(1.0 13) Max Uplift 1=81(LC 8), 3=84(LC 13), 4=-157(LC 8) Max Grav 1=165(LC 23), 3=165(LC 24). 4=433(LC 1) FORCES. (Ib)-Max. CompJMax.Ten.-Allforms 250(Ib) or less except when shown. WEBS 2d=273/361 PLATES GRIP MT20 244/190 Weight: 36 lb FT=20% Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid calling directly applied or 10-0-0 oC bracing. NOTES- (8) 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; BCDL=3.Opsh h=15ft; Cat II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone;C-C for members and farces 8 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 pat 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) All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 W uplift aljoint(s) 1, 3 except Qt=lb) 4=157. 8) This manufactured product is designed as an individual building Component The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. i �.`� r� • G E M S eq2 ii No 39380 ��. y[/�� •.40RIQPN=�`• •,�S8/ N..� ��JO�O Thomas A Alberti PE ND.39380 MTTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 29,2019 ® WARNING -Vanry designparameLemandREADNotesONMISANDINCLUDEDNIREFERENCEPAGEMll-7473mv.IWAX2015BEFOREUSE. Design valid for use only Wta MTek®dennectors. This design is based only upon Farmetersshorn, and is for an Individual building component, not a truss system Before use, Me bulding designer must vent' the applicability of design parameters and pmFedy incoryurete the design into to overall burdagdesign. BmdngindiwtedbopmventbuWingoflndividualtrussvrebanNarrdoNmeMb morly. Additional temporary and pemanentMissing MiTek' is ahoy, requited for slabiliy and o prevent collapse Wm possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery , erection and bracing of trusses and truss systems, see ANS! Plf Ouellly Crileds, DS"9eM SCSI SuDding Component 69M Parka East Blvd. SefulylnlormeNon available tram Truss Plate Institute,218 N. Lee Street, Suite 312. Alexandra, VA 22314. Tampa, FL 364510 Tmss Truss Type Oty Ply T17179647 r1766412 VO4 Valley t 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 G May 13 2919 MITek Industries, Inc. Wed May 29 U9:32:34 2U19 Page 1 ID:(Z_IrRMMhNv2CdgOVJ54jzC_d2-s15uCHLeGyyGalibayo6hnUHONtsgRLvC?KbowBgxx Scale =1:25.5 4x6 = i 3x4 8 7 6 3x4 a 2x4 11 2x4 11 2x4 II LOADING (pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.17 BC 0.10 NIB 0.10 Matrix-SH DEFL, in Vert(LL) n/a Vert(CT) n/a Horz(CT) 0.00 Coo) Well Ud - n/a 999 - n/a 999 5 n/a n/a PLATES GRIP MT20 2441190 Weight: 521b 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 10.0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 15-10-8. (Ib) - Max Ho¢ 1=43(LC 13) Max Uplift All uplift 1001b or less at joints) 1, 5,7 except 8=175(LC 12). 6=175(LC 13) Max Gmv All reactions 25016 or less atjoint(s) 1, 5, 7 except 8=316(LC 23). 6=316(LC 24) FORCES. (Ib)-Max. CompJMax.Ten.-All forces 250(Ib) or less except when shown. WEBS 2-8=224/321, 4-6=224/321 NOTES- (8) 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; BCDL=3.Opsf; h=15ft; Cat 11; Exp C; Encl., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) ZOne;C-C for members and forces & MWFRS for reactions shown; Lumber - DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcumant with any other live loads. This truss has been designed for a load of 20.Opsf the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide L �q� e* fit between bottom NS A t��,� chord andlive will the any other members.n Al bearings to be SP No.2 565 ,��% are assumed crushing capacity of psi. 7) Provide mechanist connection (by others) of lacapable to bearing plate pa6le of withstanding 1001b uplift aljoint(s) 1, 5, 7 except �� C E N 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any : No 39380 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 'oNA� EC`��• Thomas A Albanl PE No.39380 Met: USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 29,2019 AWARMNG-wary design parameters end READNOTES ON MIS ANDINCLUDED MITEK REFERENCE PAGE MII4473 rev, 1WOM015 BEFORE USE design valid for use only Kith MTels® connections. This design Is based only u,xm p r meters shi and Is bran Ind vdual building csmp nenL net a fleas system. Before use, to building designer must verily the appliwbifty ofdesgn parameters and property incorporate this design Into the ovorall building design. anteing Indicated is to prevent buuding of individual truss web andur chord members only. Additional temporary and pemeneat lasing MiTek' is ahvays requied for stabi6ly and to prevent cofepse with possible personal injury and property damage. ForgeneBlguidexeregardingthe Fabrication, stomp, delivery. erection and badng of Vusses and less systems,see ANSaPlf Dueltlfy Crdade,DSa419end BCSIBu11d(og Coco .ant 6904 Parke East Blvd. Saferylormmadon avafabte from Truss Plate Institute. 218 N. Lee Streel, Suite 312. Alenndda, VA 22314. Tampa,FL W10 Symbols PLATE LOCATION AND ORIENTATION 31 " Center plate on joint unless x, y Ail rit-11 offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-11fi r For 4 x 2 orientation, locate plates 0- vid from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by shown and/or by text in bra in the bracing section of the output. Use? or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but dl� reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. e Numbering System 6-48 1 1 dimensions shown in alixteenths (Drawings not to scale) JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI1TPI 1 section 6.3 These truss designs rely on lumber values established by others. 02012 MiTek®AII Rights Reserved MM M1'FA MiTek® MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or allemative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/rPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise.. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance Oaks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.