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' W MiTek® RE: 2309743 - Site Information: Customer Info: Rich Riazzi Lot/Block: - Address: - City: Jensen Beach 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: 2309743 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: 170 mph Roof Load: 55.0 psf Floor Load: 65.0 psf This package includes 57 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 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 01r 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 Seal# T20540541 T20540542 T20540543 T20540544 T20540545 T20540546 T20540547 T20540548 T20540549 T20540550 T20540551 T20540552 T20540553 T20540554 T20540555 T20540556 T20540557 T20540558 T20540559 T20540560 T20540561 T20540562 Truss Name Date F05 6/23/20 F07 6/23120 F08 6/23/20 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 ANSIRPI 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. °pM......... l�@ �9 STATE OF ' 14/: %O�ccs c: 0 R &/0 N Thomas A Marl PE No.39380 MiTek USA, Inc. FL can 6634 6904 Parke East Blvd. Tampa R.33610 Data: June 23,2020 Albani, Thomas I oft MiTek' RE: 2309743 - Site Information: Customer Info: Rich Riazzi Lot/Block: - Address: - City: Jensen Beach Project Name: 2309743 Model: - Subdivision: - No. Seal# Truss Name Date 45 T20540563 T08 6/23/: 46 T20540564 T09 6/23/: 47 T20540565 T11 6/23/: 48 T20540566 T12 6/231; 49 T20540567 T13 6/23/: 50 T20540668 T14 6/23/: 51 T20540569 T15 6/23/: 52 T20540570 T16 6/23/: 53 T20540571 T18 6/231, 54 T20540572 T19 6/23/: 55 T20540573 T20 6/23r 56 T20540574 T21 6/23r 57 T20540575 T23 6/23r State: FL 2of2 MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 ob TrussType City PlyT20540512309743 POS19 Jack -Open 1 1 Job Reference (optional) v6mlDers First Source, Plant City, FL-325W, 34 8,240 s Mar 9 2020 MTek Industries, Inc. Tee Jun 23 11:29.312020 Page 1 ID:Iki6xWjjwll WXGf6p7wi7aRzJxGR-HsfHdgeHjgCIY3KBxGUhUdG7r5dGvPPs7YkUYpz3Pul Scale =1:9.3 Plate Offsets (X,Y)— [1:0-4-15,0-0.31 LOADING (last) SPACING- 2-D-0 CSI. DEFL. In (loc) 6deff Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.49 Vert(-L) 0.14 4 -337 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.21 Vert(CT) -0.16 4 >290 180 BCLL 0.0 ' Rep Stress Ina YES We 0.00 Horz(CT) 0.01 3 Na nfa BCOL 10.0 Code FBC2017fTP12014 Matrix -MP Weight: 12 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=75(LC 12) Max Uplift 1=-110(LC 12), 2=-134(LC 12) Max Grav 1=217(LC 1), 2=209(LC 1), 3=16(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 Be puffins. BOTCHORD Rigid ceiling directly applied or 6-0-0Do bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.OpsF h=18ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-010 3-04, Interior(l) 34J-0 to 3-11-Ozone; 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 noncencumenl with any other live loads. 3) *This truss has been designed for alive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing atjoint(s) 1 Considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (A=lb) 1=110,2=134. 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 toile:' S 4 111 A 4A<6 No 39380 'O. O R 1 S/oNA� ECG,. I ill 11 Thomas A Alban) PE No.39380 MITek USA, Inc. FL Dert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 ®WARNING Verify designParamelers and READ NOTES ON THISAND INCLUDED MITEK REFERENCE PAGE 111114473 rev. 1WO312015 BEFORE USE. Design void forum on"M MTek® connectors. This design is based any upon parameters Mown, and is for an individual building component, not let advise system. Before use, the building designer must verilythe applik illy ofdesign parameters and prepedy incorporate this design into the overall bulldingdeslgn. Bracing Indicated is to prevent buckling of individual buss web dinner droml members only. Monorail temporary and permanent bracing MiTele is always requbed for stability and to prevent Collapse who Possible personal Injury and pmpeM damage. For general guidance regarding the fabdColion, storage. delivery, erection and bredng blames and truss systems, see ANSI?P/10uaIRy CMerta, DSB49 end BCSI Building Component 69011 parka East Blvd. Safeylefermmlon available from Truss Plate Inutute, 218 N. Lee Street, Sure 312, Anemone, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply T20540520 2309743 CJOIA Jack -Open Structural Gable 3 1 Job Reference opticrbalj d Builders First Source, Plant City, FL-32566. 8.240 s Mar 9 2020 MRek Industries, Inc. Tue Jun 2311.29:31 2020 Page 1 ID:lki6%WI W II WXGf6p7wl7aRzJxGR-HsfHdgeHjgCIY3KBxGUhUdG6f5fKvPPs7YkUYpz3Pul MOA-0$0 1 1-0-0 Scale =1:69 Plate Offsets (X,Y)— 11:0-5-8,0-0-21 LOADING (psq SPACING. 2-0-0 CS]. DEFL. In (too) I/deb Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.05 Verl -0.00 4 >999 240 MT20 2441190 TOOL 15.0 Lumber DOL 1.33 BC 0.07 Ven(OT) -0.00 4 >999 too BOLL 0.0 ' Rep Stress lncr YES W13 O.GO Hom(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -MP Weight: 6 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=0-8.0, 2=Mechanical, 3=Mechanical Max Hors 1=35(LC 12) Max Uplift 1=-105(LC 12), 2=21(1_C 12), 3=-16(LC 1) Max Gmv 1=207(LC 1), 2=14(LC 1), 3=11(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING. TOP CHORD Structural wood sheathing directly applied or 2-" Go puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(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) 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 ANSI77PI 1. 3) Gable studs spaced at 2-0.0 Do. 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) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 2, 3 except 0t=lb) 1-105. 8)'This manufactured product is designed as an individual building Component. The salability 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 Cotle" .�J0,0pSDA I 44e0�. �.` .• .......... No 39380 ir 411 so O N A- E�C�%. Thomas A. Albanl PE No.39380 MiTek USA, Inc. R. Dert 6634 6904 Parks Fast Blvd. Tampa FL 33610 Date: June 23,2020 ®WARNING -Venty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll 7473rev. 1010312015 BEFORE USE. Design valid for use only win Miele sconnMans. This design Is based only upon parameters slew. and is for an individual building campanent, no a truss systedi aboard us. the building designer must very Me applimbilh, of design parameters and property bicarbonate this design Into Me overall building design. Bracing Indicated is to prevent buckling of Individual Bass web Boar chord members only. Mcclonal temporary and pentaneat bracing WOW b allays required for sta llityandto prevent mAapse wiN possible peraavl Injury and pmp ay damage. Fcameralgi idameregarongthe fabrication. manage. delivery, Becon and braces Vilumes and truss systems, see ANSUnsif Gustily CNfeni, USS49 end SCSI Building Component 6904 Parke East Blvd. Sall ylnrermatlon available from Truss Plate Institute. 218 N. Lee Street, Sum 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Type CryPly T205405272309743 LCJISISS Jack -Open Structural Gable 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32%6, 3x4 = 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Jun 2311:29:32 2020 Page 1 ID:lki6xWIw1I WdGf6p7wl7aRzJzGR-m2Dfq?fvU8K9ACvKUz?wOgpH W?wesf7ECT24Gz3PuH Scale =1:6.9 Plate Offsets (%,Y)— 11:0-4-8,0-0-21 LOADING (psD SPACING- 2-0-0 CSI. DEFL. in floc) Odeg Ud PLATES GRIP TCLL 30.0 Plate Grip COL 1.33 TC 0.05 Vert(LL) -0.00 6 -999 240 MT20 244/190 TOOL 15.0 Lumber DOL 1.33 BC 0.12 Vert(CT) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20177PI2014 Matrix -MP Weight: 6lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 3=114echanical, 2=Mechanical Max Hom 1=38(LC 12) Max Uplift 1=-56(LC 12), 3=-20(LC 12), 2=-47(LC 12) Max Grav 1=109(LC 1). 3=42(LC 1), 2=67(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purtins. BOT CHORD Rigid Ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Burp D; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extenor(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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (none[ to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIF PI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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 2-0-0wide 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 100 no uplift at joint(s) 1, 3, 2. 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:' 0,0PS A.�q<4���. .`.r. GEtYS No 39380 ' �'i�tC • . O R � � P �j�=�� •,'S'`S�ONA� %E�%``, 01, Thomas A. Alberti PE No.39380 MtTek USA, Inc. R. Carl 6534 6904 Padre East Blvd. Tampa FL 33610 Date: June 23,2020 WARNING -Verify dralgnparamorors Nd READ NOTES ON THIS AND INCLUDED I REFERENCE PAGEMIN473 mv. iW05(1015 BEFORE USE. Design valid for use onDjwah MTek®connectors. This design Is based any upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must very the appfo di fty of design promoters and properly Inaugurate this design Imp the aveall buildingdougn. Basing Indicated is to prevent bucking ofmdivtdual Miss web andlar chord members only. Militarist temporary and permanent bracing M!Tek' Is aWays required for stabiay and to prevent Collapse with possible personal injury and porosity damage. For general guidance regarding the fabrication, saxii delivery, mestlonand braWg uftmssesano Miss system; see ANSVTPri Quality Critetla, DSB49 and BCSI Building Component 6904 Parke East Blvd. SafelylnMrmWon available from Tmss Plate Inslhute, 21B N. Lee street. Sure 312, Alexandra, VA22314. Tampa. FL 36610 Job Truss Type Cry Ply T20540522 2309743 LZOS26 Jack -Open 1 1 Job Reference (optional) • Builders First Source, Plant City, FL-32W6, 8.240 s May 9 2020 MITek Industries, Inc. Tue Jun 2311:29:33 2020 Page 1 ID:Iki6x W1w11 WXGf6p7wl7sRzJxGR-EEn21 LgYERSOoMUX2gX9Z1 LHLvBQNJ88SsObciz3PuG 2x4 FR1f-SRYJ[Y a Plate Offsets (X,Y)- rl:0-4-15,0-0-31 LOADING (psi) SPACING- 2-D-0 CSI. DEFL. in (Ice) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.75 Vert(LL) 0.17 5-8 >421 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.74 Vert(CT) -0.18 5-8 >389 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.05 Hoa(CT) 0.01 4 n/a We BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Weight: 19 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP ND.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 3=Mechanical, 4=Mechanical Max Horz 1=113(LC 12) Max Uplift 1=-167(LC 12). 3=200(LC 12) Max Gray 1=327(LC 1), 3=319(LC 1), 4=16(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING- TOPCHORD Structure wood sheathing directly applied or 6-0.0 oc puffins. BOTCHORD Rigid ceiling directly applied or l D-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0ps1: h=18ft; B=45ft; L=24ft; eave=oft; Cat. II; Expo D; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-G-0, Interior(1) 3-0-0 to 5-11-4 zone; Cantilever left and fight exposed ;C-C for members and forces 8 MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurent 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) Bearing atjoint(s) 1 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001E uplift at joints) except Bt=1b) 1=167, 3-200. 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 f A ,A�6 �41 NO 39380 NA `\ `\ Thomas A Albanl PE No.39380 MfTek USA, Inc. FL Gert 8634 6904 Finite East Blvd. Tampa FL 33610 Date: June 23,2020 WARNING -Verify design parameere and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-04I3 re¢ 1010312015 BEFORE USE. Deslgavalid torus¢ onlywah MreA®connestcm. This design Is based only upon parameters shown, and is (Mal individual building comp4nenL not ��• a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall ��-��•YYY buddirgdengn. adding Indicated is to prevent budding of NtllNdual truss web endlor Ulord membem only. Additional temporary and permanent bracing MiTek' is allays mused for stabiay and to prevem collapse with possible personal Injury and pmperty damage. Fa general guidance regardirg the fabrication, storage, delivery, eredion and bracing of trusses and buss systems,sea ANSURI Quality Cdroda, DSB49 antl BOS1 Building Component Sees Parke East Blvd. SaleWhaformafbn available ham Tmfe Plate InMHOe, 218 N. Lee Street, Suite 31Z AlexanEda, VA22314. Tampa, FL 36610 Truss Truss Type Oly ply T20540523 LJob 2309743 CJ03 Jack -Open 1 7 Jab Reference (optional) Builders First Source, Plant City, FL-32566, ST1.5xBSTP = 8240 s Mar 92020 MTek Industries, Inc. Tue Jun 23 11:29:33 2020 Paget ID:Iki6x WjwIMrAGf6p9wl7aRzJxGR-EEn27 LgYERSOoMU%2g%9Z7 LPbvimNJv8SsDbc¢3PuG Scale =1.9.4 Plate Offsets (%,Y).- 1t0-1-12,0-0-51 11:0-3-0,0-0-41 LOADING (psf) SPACING- 2-0-0 1 DEFL. in (loc) Udell L/d PLATES GRIP TCLL 30.0 Plate Gnp DOL 1.33 TC 0.22 Vert(LL) 0.01 3-0 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.27 Vert(CT) -0.01 3-4 >999 180 SCLL 0.0 ' Rep Stress Ina YES WE 0.00 Horz(CT) -0.01 2 nta n/a BCDL 10.0 Code FBC20177TP12014 Matrix -MP Weight:9 to FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 2=10echanical, 3=Mechanical, 4=048-0 Max Horz 4=53(LC 12) Max Uplift 2=93(LC 12), 3=6(1_C 12), 4=72(LC 12) Max Grant 2=116(LC 1), 3=54(LC 3), 4=154(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) Or less except when shown. BRACING. TOPCHORD Structural wood sheathing directly applied or 3.0-0cc purists. BOTCHORD Rigid ceiling directly applied or 6-0-0 cc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf, h=18ft; B=45ft; L=24ft; eave=4ft; Cal. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) 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 nonconcuffant 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) Bearing at joints) 4 Considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joinl(s) 2, 3, 4. 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��p.OPS1A aq<6o No 39380 '. 4cl C? 111S10NA'l 0% Thomas A. Albanl PE No.39380 MITek UK Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 ®WARNING- Verify deslgnparameters andREAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PACE MY-7473 rev. IOroL2015 BEFORE USE. Design valid for use only with MTeMeonnectors. This design Is based only upon parameters sbawn, and Is foran individual building component, net a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of mdlvldual truss weband/or chord members only. Mortional temporary and permanent seeing MOW is always required forstabildy and to prowm colapsawM possible personal injury and pmpedydamage. Forgeneralguidancere9ardin the fabrication, sexage,delivery, erection and bracing oftmssesandbrusssyslems,see ANSMITCualiry Cr 4.,DSB49and BCSIBuilding Component SECA Parke Earl BIM. Soferylnformeflon available fmm Truss Pine Institute, 218 N. Lee Street, Suite 312, Alexandra, VA22314. Tampa, FL 36610 Job Truss Truss Type Dry Ply T20540524 2309743 CJ04 Jack -Open 4 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 9 2020 MTek Industries. Inc. TIE Jun 2311:29:34 2020 4 3x4 = tg I 1-60 34)-0 1-0O 6Z 19 Id Scale =1:8.1 Plate Offsets (%,Y)— 11:0.5.8,0-0-21 LOADING (psU SPACING- 2-0-0 CSI. DEFL. in (loc) 9defl Lid PLATES GRIP TCLL 30.0 Plate Gnp DOL 1.33 TC 0.10 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.07 Vert(CT) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Hoa(CT) -0.00 2 n/a Na BCDL 10.0 Code FBC2017?PI2014 Matdx-MP Weight: 9lb FT=20% LUMBER - TOP CHORD 2x4 SO No.2 BOT CHORD 2x4 SP No.3 REACTIONS. All bearings G." except (1t=length) 2=Mechanical, 3=11viechanical. (lb)- Max Hom 1=53(LC 12) Max Uplift All uplift 100 lb or less aljoinl(s) 2,4 except 1=196(LC 12) Max Gmv All reactions 250 lb or less atjoint(s) 1, 2, 4, 3, 1 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING- TOPCHORD Structural mod sheathing directly applied or 3-0-0 oc purins. BOT CHORD Rigid ceiling directly applied or 10-0-0Be bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=2411; eave=41t; Cat II; Exp D; Encl., GCpi=0.18; MWFRS (directional) 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 girders) for truss to truss Connections. 5) Provide mechanical connection (by Others) of truss l0 bearing plate capable of withstanding 100 0 uplift at joint(s) 2, 4 except Ot=lb) 1=196, 1=196. 6)'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, A 41 No 39380 13 /ONAU Thomas A Alban! PE No.3938a MRek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 &WARNING. Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI67473 rev. 1OV312015 BEFORE USE. saaaas Design vale for use only with lbTek® connectors. This design is based only upon parameters shown, and Is for an indiw:dual building component, not a truss system. Before use, the building designer must very the appacabiliy of design parameters and pmpery Incorporate this design into the overall buildingdesign. Betting Indicated is to prevent balding of lndlNdual tress web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always request for stebildy and to prevent collapse with possible personal injury and property damage. For general guidance negardiry the fabrication, storage, delivery, erection and trading dfWssea and bass systems, see ANS11711 Duality CrUedt, DSSA9 and SCSI Bull&ng Component 6904 Parts East BIM. Salmylnrermadon available from Tmss Rate Institute, 218 N. Lee Street, Salle 312. Aleaandra. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T20540525 2309743 CJ05 Jack -Open 1 1 Job Reference (optional) •Builders First Source, Plant City, FL-32566, 8.240 s Mar 9 2020 MTek Industries. Inc. TUB Jun 2311:29:35 2020 4 3x4 = 1.0-0 2- ib0 10J3 Ob-0 1-2A i la Fri n Scale: 1.5-=l' Plate Offsets (X,Y)-- f1:0-5-8,0.0-21 LOADING (psl) SPACING- 2-0-0 CSI. DEFL, in (too) Udell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.09 Vat(-L) 0.00 5 >999 240 MT20 244/190 TOOL 15.0 Lumber DOL 1.33 BC 0.07 Vert(CT) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hom(CT) 0.00 2 We Na BCDL 10.0 Code FBC2017/TPl2014 Matrix -MP Weight: 8 to FT=20% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SO No.3 REACTIONS. All bearings 0-8-0 except (t=length) 2=11flechanical, 3=1viechanical. (Ib)- Max Horz 1=51(LC 12) Max Uplift All uplift 100 lb or less at Jolnt(s) 2, 4 except 1=197(LC 12) Max Grew All reactions 250 lb or less at Joint(s) 1, 2, 4, 3, 1 FORCES. (III)- Max. CompdMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. (6) 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(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 pat bottom chord live load noncencumenl 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 100 lb uplift atJoinl(s) 2, 4 except Ut=lb) 1=197, 1=197. 6) "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." �PSkA4���e,,,, •..eG E N No 39380 10. D i,I'sSO R I f0NA' e%,%%% 111 Thomas A Alban! PE No.39380 Mrrek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Bate: June 23,2020 WARNING - Veriry design parameters anJREAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PACE MIL7473 rev. I&MO15 BEFORE USE. assess Design valid for use anywah MTeMemeneoms. This design is based arty upon parameters shown, and Isfor an Individual WUdkg component no my 21, a truss system. Board use, the building designermusl very are applicability of design parameters and properly incorporate Nis design into the overall building Cesign. Bracing indicated is to prevent buckling of Individual bossweb and/or chord members only. Additional temporary and permanent bracing MITek- isslwayerequiredfarstabiayendtopreventeoaxeswehpossiblepersonalinjuryandpropertydamage. FargenemlgubaMeregaNirgthe (abdcatien,dense.. deavery, section and bracing ofbusses and truss systems,see AMIl Owlity Cdreda,DSB-99and BOSIBuliding Component 69U Parke East Blvd. SareyrnroemAtlon avagabte from Truss Plate method. 210 N. Lee Street, Sulte 312. Alexandra, VA22314. Tampa, FL 36610 Jab Truss Truss Type Oty Ply T20540526 2309743 CJ06 Jack -Open 2 1 Job Reference (optional) Builders First Source, Plant City, FL. -32566, 8,240 s Mar 92020 MTek Industries, Inc. Tue Jun 231 V29:362020 Page l ID:Ikiox W1wll W.(Gf6p?wl7eRzIxGRepTAgNiGXMgbfgC6jp4sAgzyv6NXageb9gRFD1z3PuD 1-&0 2-9-2 1-8-0 1-1-2 Scale =1:TS 4 3x4 = 1-0O 141-0 2-9-2 1-0-0 0-8-0 1-1-2 Plate Offsets (X Y)— I1:0-5-8 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.08 Vert(LL) 0.00 5 >999 240 MT20 2441190 TCDL 15,0 Lumber DOL 1.33 BC 0.07 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Ina YES We 0.00 Horz(CT) 0.00 2 We Wa BCDL 10.0 Code FBC2017rTP12014 Matrix -MP Weight: 8 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except Bt=length) 2=10echanical, 3=Mechanical. (Ib) - Max Hoa 1=49(LC 12) Max Uplift All uplift 100 lb or less at tomt(s) 2.4 except 1=197(LC 12) Max Grav All reactions 250 Ib or less at joinl(s) 1, 2, 4, 3, 1 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9.2 oc purling. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf BCDL=3.OpsF h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and GC Extenor(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 pat bottom chord live load noncencumenl 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 100 Ite uplift at joints) 2, 4 except (jt=1b) 1=197, 1=197. 6)'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 Case." E N �.` g �i0 11 No 39380 ,ONA' „l\ �% Thomas A Alban! PE No.39380 MTek USA Inc. FL Carl 8634 69N Padre East Blvd. Tampa EL 33610 Date: June 23,2020 ®WARNING -Verity design paiamelen and READ NOTES ON PHIS AND INCLUDED MITER REFERENCE PAGE 10I1-7473 re .10/031]015 BEFORE USE. Design valid for use only wM MTek® comedars. nit design is based ony upon parameters shoem, and is as an ingVdual balding component not a Wes system. Before use, the building designer must vent' the appAwbiAy of Eeslgn pammelem and property lncomordte this design into the overan buildingdeslgn. among lndicded is to prevent buckling oflndiedual misawCband/or shod members ony. AddillonsIRo,maryandpelmenenibmdng MTek' is allays requiredfor stabWy and to proved IxUapso who possible personal injury and property damage. Fergenemlgudenoeregardlrgthe fabrcoron,storage,delivery,ere3ion.dbrad,dtusmsaMtmss Waems,uo ANSf IIQualiWCdfede,DSB419.dBC5l Bullding Component 6904 Parke East BW. SaMorinfmmaflon available from Tans Plata Insdule.218 N. Lee Street, Svlle 312. Alexandra, VA22314. Tampa, FL 3e61O Job s T�M51'Us"Tp pe0ty PlyTO 0527 2309743 CJ07 k-Oen 1 1 .Inb Reference (optional) ounaers rral bounce. Plant uxry, eL- JZbbb, 4 3x4 = 8.240 a Mar 92020 MiTek Industries, Inc. Tue Jun 2311:29:36 2020 Page 1 ID:Iki6x WI W lI WXGf6p7w4aRzJxGR-epTAgNiD%MgbfgC6jp4sAgztz6Jyageb9gRFD1 z3PuD Scale = 1:11.2 Plate Offsets (%Y)— 11:0.5-8 Ob21 LOADING (pat) SPACING. 2-0-0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.40 Verl(LL) -0.01 3.4 -999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.37 Vert(CT) -0.02 3-4 >999 180 BCLL 0.0 ' Rep Stress Ina YES We 0.00 Hoa(CT) -0.00 2 his nba BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 161b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or5-2-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-8-0 except 01=1ength) 2=Mechanical, 3=Mechanical. (lb)- Max Horz 1=96(LC 12) Max Uplift All uplift 1001b or less aljoinl(s) except 1=-116(LC 12), 2=-120(LC 12), 4=-169(LC 12) Man Grav All reactions 250 Ib or less al joint(s) 1, 2, 4, 3, 1 FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. NOTES. (6) 1) Wind: ASCE 7-10; Vu11=170mph (3-second gust) Vasd=132mph; TCDL=4.2psY BCDL=3.0psf, h=18ft; B=4511; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; M WFRS (directional) and C-C Exterlor(2) 0-1-8 to 3-1-8, Interior(1) 3.1-8 to 5.2-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber COL=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 chard in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will 6t 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 1161b uplift at joint 1, 120 lb uplift at joint 2, 1691b uplift at joint 4 and 116 to uplift at joint 1. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any parliwlar building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." .�%%%%,ONS 4 A 'A41""". .`% . . E N No 39380 %AO • r 4cl �%`% Thomas A Albarll PE No.39380 MITek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 ®WARNING-Velily tlesign pomicelere and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MV-7473 rev. IOM312015 BEFORE USE. Design valid her use onywa MBek®connecto e. Tels tlesign is based Mar upon parameters chain, and Is for an individual building component. not *ee SE abusssystem. Before use, me building designer must vent, the applicability of design parameters and properly incorporate this design Into the overall buildingdesgn. Bracing Indicated Is to parent backing aflndradualtruss weld andlorOnset members only, Addalonaltemporary and permanent loading MiTek' Is always mounted for stabile and to prerand callapsewith possible personal INuryand proPeMdamage. Far general guidance regardirg the fabrication. storage. derwery, emotion and bracing ofWsses are Wss systems,see ANSI Pll QualityMetric, call and BCS1 Building Component Sahafylnformedon available from Trues Platt Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East BIW. Tampa, FL 36010 Jab Truss Truss Type Ott, Ply T20540528 2309743 CJ08 Jack -Open 1 1 [ob Reference lnMinnoll ommers him source, right Lily, FL -Juba, 8.240 s Mar 9 2020 MiTek Industries, Inc. TOG Jun 23 11:29:37 2020 Page t ID:Iki6xWjwll W (Gf6p7w17aRzJxGR.601 Ytp2lgySG_nIH W 15jM5b W eJ7ukNUBprTz3PuC Scale = 1.8.6 Plate Offsets (X,Y)— t1:0-5-8 0-0.21 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ud PLATES GRIP TCLL 30.0 Plate Grip OOL 1.33 TC 0.15 Vert(LL) -0.00 4 >999 240 MT20 2441190 TOOL 15.0 Lumber DOL 1.33 BC 0.14 Vat CT) -0.01 4 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 2 ma n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 101b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 2=1viechanical, 3=Mechanical Max Hoa 1=62(LC 12) Max Uplift 1=-145(LC 12), 2=-66(LC 12). 3=-l(LC 1) Max Grav 1=285(LC 1), 2=74(LC 1), 3=24(LC 3) FORCES. (Ib) -Max. Camp./Max. Ten. -All fames 250 (Ile) Or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-4 cc purling. BOTCHORD Rigid ceiling directly applied or 10.0-0oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf. h=18ft; 8=45ft; L=2411; eave=4ft; Cat. II; Exp D; Encl., GCpi=C.18; M WFRS (directional) 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 psf bottom chord live load nunconwment 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 1451b uplift at joint 1, 661b uplift at Joint 2 and 1 Ile uplift at joint 3. 6)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is me responsibility of the building designer per ANSI TPI 1 as referenced by the building code." .`O�PS1AA<fe 1 9'. xx AZ V\ No 39380 irz po; 441, 0 �NC5 Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Pafke East Bind. Tampa FL 33610 Date: June 23,2020 ®WARNING -Verify design parameran anJREAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II7473 rev. 1W0112015 BEFORE USE. Design said for use onlywM MdebsicannWors. This design is based only upan paametem Mown, and Is for an indivdual building compa hat, not ��■■[6 a truss system. Before use, the building designer must ven"a appliwsliyof design parameters and property incorporate this design Into the overall -•Y�• Be building design, ading indicated Is prevent buckling of truss web amber members only. Material temporary and permanent bracing MiTek' Is ekvays required for stability and to prevent collapse wM possible persmal Injury and property damage. Forgenerolgukanceregardin to fabricator, Storage. delivery, creation and bracing Of tmsees and truss systems. see ANS07711 Duallryaffeda, DS849 and BwI Bagging Component 6904 Parka Fast Blvd. Saterytnformatlon availablefrom Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T20540529 2309743 CJ09 Jack -Open 1 LJ.b rence (optional) Builders First Source, Plant City, FL-32566, 3.4 = 8,240 s Mar 9 2020 MiTek Industries, Inc. Tue Jun 2311:29:38 2020 Page t ID:Iki6xAw[IWXGf6pTw17aRzJxGR-aCbx53jg3 4Ju7MUrE6KG53Jvw2f2a8uc8wMHw3PuB Scale =1:6.3 Plate Offsets (X,Y)— [1:0-4-8,0-0-21 LOADING (psp SPACING- 2-D-0 CSI. DEFL. in (too) Vde6 Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TO 0.05 Ven(LL) 0.00 4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.09 Verli -0.00 4 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB O.OD HOM(CT) -0.00 3 n/a We BCOL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Harz 1=29(LC 12) Max Uplift 1=-85(LC 12). 2=-48(LC 12), 3=-45(LC 12) Max Grav, 1=85(LC 1), 2=46(LC 1). 3=38(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All farces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-6-11 cc Funding. BOTCHORD Rigid ceiling directly applied or 10-0-0cc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.0psf h=18ft; B=451t; L=24ft; eave=4ft; Cal. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed; porch left 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 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 6l 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 85 lb uplift at joint 1, 48 lb uplift at joint 2 and 45 he uplift at joint 3. 6) "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." % NS1 At0�4e',,' �.`•2`••�g .GEN.'9.y�.. No 39380 Tt — F i1111;1r/O N A%a�`� Thomas A Alban) PE No.39380 MIT& USA, Inc. R. Cart 6634 6904 Parka East Blvd. Tampa R. 33610 Date: June 23,2020 ®WARNING -Verify tlesign parameters and READ NOTES ON THIS AND INCLUDED MITEx REFERENCE PAGE Mll-T4TJ rev. 1&0312015 BEFORE USE. Design waid far use any with MTeM connectors. This design is based only upon paremetem shown, and Is been individual builEing component, not a truss system. Before use, the building designer mustvedy the applicability of design parameters and prepedyincomormethis design Into the overall buiMingdesign. Bracing Indicated Is to prevent buckling 0IndAdualtruss web andlatchord members only Addilonaltemporary and permanent trading MiTek' is always required her stability and to prevent collapse with possible pemorW iryury and property damage. Far generd guidance rega ding the labnmbon,gomge,EeUwq,erettionandbmdngol WssesaMb sswdems,see ANSI?Plr Quality Camara, DSad9 and SCSI Building Component Diego Parke East BW. Sarerylnrormetlon available from T.EI Plat.lnstame, 219 N. Lee Dtree, 5ube 312, Aleeandda. VA22314. Tampa, FL 36610 Jab toss Truss Type pty ply T20540530 2309743 CJ10 Jack -Open t 1 Job Reference (optional) ounoers rts[ source, ram cly. rL- JZbbb, 3x4 = i a Mar 92020 MR-ek Industries, Inc. Tue Jun 2311:29:38 2020 Page 1 ID:Iki6xWjjwIIWXGf6p?wl7eRzJxGR-aCbx53jg3 4Ju7MUrE6KG53Ghw_w2a8ucBwMHvz3PuB Scale -1:7.7 Plate Offsets (X,Y)-- 11:0-4-8 0-0-2) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.19 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.33 Vert(CT) -0.01 6 -999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 me DID BCDL 10.0 Code FBC2017frPI2014 Mail Weight: 8lb FT=20% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,3 REACTIONS. (size) 1=13-8-0, 2=Mechanical, 3=Mechanical Max Ho¢ 1=50(LC 12) Max Uplift 1=147(LC 12), 2=88(LC 12), 3=72(LC 12) Max Grav i=146(LC 1), 2=95(LC 1), 3=51(LC 1) FORCES. (lb) - Max. Comp./Max, Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc putting. BOT CHORD Rigid ceiling directly applied or 10-0-0 ac bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4,2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eavai Cat II; Exp D; Encl., GCpl=0,18; MWFRS (directional) and C-C Fxtenor(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf boftom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 147111, uplift at joint t, 8816 uplift at joint 2 and 72 lb uplift at joint 3. 6) "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." %% ..S1A I44 alli No 39380 O: :(tz i�nCc 1 O g 4 0 P a. N, % a;r-&1;0NA`il 4.,��� #11111 Thomas A Alban) PE No.39380 MITek USA, Inc. FL Cart B634 6904 Parke East Blvd. Tampa R 33610 Date: June 23,2020 WARNING -Verify design parameters anti READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE MIL7473 res. 1 WO312015 6E£DRE USE. Design valid truss onfywM MITek®alnnectans. This design is based any upon parameters shown, and is bran individual bugding componem, mat ��• e mass system. Before use, the building designer must writ' the applicability of design parameters and properly movmoram his design into the sect bulldingdesign. Beadng indicated Is to prevent bucking of individual mass web doctor chord members ony. Additional temporary and permanent bracing MiTek' Is di resigned for stabililyand to prevent cogapae wish possible personal Injury and property damage, Forgene2lguidanceregaidirg Ne fabricated. enrage,delivery, erection and braider, oftnsses and buss systems, see Afiari Qualify Odtda, Di end SCSI Buti Component 6984 Parke East BM. Saleylnlormallon avatable team Truss Plate Institute, 218 N. Lee street, Suge 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Cry Ply T2054053f 2309743 CJ10A Jack -Open Structural Gable 1 1 Jab Reference (optional -Builders First Source, Plant City, FL-32566. 8.240 s Mar 92020 MiTek Industries, Inc. Tue Jun 23 11:29:39 2020 Page 1 ID:Iki6xWIwllWi(Gf6p7wl7aRzJxGR-208JIPk[gHCAWHxgPxeZolbRWHNWn001 rogvgMz3PuA on a Scale =1:7.9 Plate Offsets (X,Y)— [1:0-7-7,0-0-01, [1:0-1-0,Edge[ LOADING (ply) SPACING- 2-0-0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.25 Vert(LL) -0.01 4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.18 Vert(CT) -0.01 4 ,999 ISO BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 2 file Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 101b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-9-4, 2=Mechanical, 3=Meamical Max Harz 1=56(LC 8) Max Uplift 1=181(LC 8), 2=56(LC 8), 3=22(LC 1) Max Grav 1=315(LC 1), 2=54(LC 1), 3=23(LC 8) FORCES. (Ib),-Max. Comp./Max. Ten, -All forces 250(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7.10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=2411; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; Cantilever left and right exposed: porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed forw rid loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss 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 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 Cass to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 181 to uplift at joint 1, 56 Ib uplift at joint 2 and 22 Ib uplift at joint 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." p�PS1AI446 , Oi �GENSF i�we No 39380 ' Off. P :4/ O R Xtio O, C?��`• Thomas A. Albanl PE No.39380 MRek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa R.33610 Data: June 23,2020 ®WARNING Verify design paramelers and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIIJ473 rev, 1OV312015 BEFORE USE. Design valid for use any won MneMD connectors. This design Is based any upon parameters shown, and Is form bMiWlual building component, not �• a muss system. Before use, the building designer must verity the applicability of tlosign parameters and property incorporate Nis design into the oveull buildingdeslgn. Bracing indicated is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek' Is always requtred for stebiNy and to prevent collapse with payable persom it injury and property damage. Forgeneml gul lance regardlag the labdradon, storage, defwery,eretlion and budng of tus5es andtruss systems, see ANSVTR/r Duality Comets, DSBA9 and BCS1 Building Component Bead Parke East BIM. Safefylnformeflon available from Tuss Plate InstitNe, 218 N. Lee BVeel, Suite 312, Aleveaded, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T20540532 2309743 CJ11 Jack -Open 1 1 Job Reference (optional) 'Builders First Source, Plant City, FL-32566, 3x4 = 8,240 s Mar 92020 MTek Industries. Inc. Tue Jun 2311-29:402020 Pagel ID:Iki6xWlwIl WXGfBp?wTeRzJxGR.XaihMlxbbKl7RVViy19oLW BZOjeVMeA3SPTMoz3Pu9 Scale = 1:9.2 Plate Offsets(X,Y)— f1:04-8,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vde0 Lld PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.44 Vert(L-) 0.06 3-6 >755 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.45 Vert(CT) 0.06 3-6 >811 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Weight: 12 fie FT=20% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Hom 1=72(LC 12) Max Uplift 1=-211(LC 12), 2=-127(LC 12), 3=-104(LC 12) Max Great 1=209(LC 1), 2=140(LC 1).3=72(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10.6 oc purling. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. (6) 1) Wind: ASCE 7-10; Vult=170mph (3-secand gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opsf; h=18ft; B=45f1; L=24f; eave=40; Cat. II; Exp D; Encl., GCpl=0.18; MWFRS (directional) and C-C Exlenor(2) 0.0.0 to 3.0-0, Intedor(1) 3-0-0 to 3-9-10 zone; cantilever left and right exposed ; porch left 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 nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 211 Ito upliftt at joint 1, 127 Ib uplift at joint 2 and 104 Ib uplift at joint 3. 6) 'This manufactured product is designed as an individual building component. The suitability and use ofthis component for any particular building is the responsibility of the building designerperANSI TPI i as referenced by the building code." �NS1A�q4e,',, .......... E .:as 9,�,�. No 39380 :p0 '(V�I eooe%C < O R 1 P C?�`,, a'4;9/ONF 4�%`,%% Thomas A Albanl PE No.39380 MfTek USA, Inc. FL Cad B634 6904 Padre Fast Blvd. Tampa FL 33610 Date: June 23,2020 ®WARNING- Verity arrive Parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 01-I4I3 rev. 1003GOI5 BEFORE USE. eas Design valid for use only win MneM comments. This design Is based any upon parameters Mewn, and is for an individual burclix component, net ��' a miss system. Before use, the building designer must verify the applicability of design parameters and property temperate this design Into the overall building design. Bracing indicated is to prevent budding of lndhIldual mass web and/or chord members only Additional temporary and permanent bracing Wake 6 always regubed forstabilM and to prevent collapse wM possible percent injury aadpropedy damage. Forgeneralguldanceregardinglbe fabrication, storage, delivery, erection and belong artasses and truss systems, see ANSgTPIf Quality Cdrente, DS849 and BCSIBUIRAng Component 6904 Perko East Blvd. Safetylnformerhn available from Truss Plate Iniffami 218 N. Lee Street, Sum 312. Alexandra, VA22314. Tampa, FL 361 Job Truss Truss Type Qty Ply T20540533 2309743 CJ12 Jack -Open 3 1 Job Reference (optional) Bmlaers Fast Source, Plant Dlty, FL-32566, 8.240 s Mar 92020 MTek Industries, Inc. Tue Jun 2311-29:402020 Pagel ID:Iki6xWIwII WXGf6p7wl7aRzJ%GR-XaihVllxbbKl7R Wtyf9oLW8YajdXVdreA3SPTMoz3Pu9 4-10-8 410.8 Scale = 1:10.4 3x4 = Plate Offsets (X,Y)— 11:0-4-8,0-0-21 LOADING (pst) SPACING. 2-0-0 CSI. DEFL. in (too) Well Lrd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.49 Vert(LL) 0,08 3-6 Ia753 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 SC 0.52 Vert(CT) -0.08 3-6 >729 180 BOLL 0.0 a Rep Stress Ina YES WB 0.00 Horz(CT) -0,00 2 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MP Weight: 15 to FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=1ulechanical Max Ham 1=91(LC 12) Max Uplift 1=-136(LC 12), 2=135(LC 12), 3=-25(LC 12) Max Grav 1=265(LC 1), 2=181(LC 1), 3=92(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shaven. BRACING - TOP CHORD Structural wood sheathing directly applied or4-10-8 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0cc bracing. NOTES- (6) 1) Wind; ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; 3CDL=3.0psf; hot 811; 3=45ft; L=24ft; eave=oft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 3-0-0, Intertor(1) 3-0-0 to 4.9-12 zone; cantilever left and right exposed ;C-C for members and farces 8 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 nonconctiment with any other live loads. 3)' This truss has been designed for a live load of 20.0pf f 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 136 lb uplift atjoint 1, 1351b uplift at Joint 2 and 25 lb uplift at joint 3. 6)'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.' �.` .jx .• \G E NS .9�iw, No 39380 Thomas A. Albsnl PE NQ39380 Mtpek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: June 23,2020 &WARNING -Wary design parameters and READ NOTES ON TWS AND INCLUDED MITER REFERENCE PAGE MIP7472 rev. 1"34015 BEFORE USE. Design valid for use onywdb MTek® corrections, This design Is based only upon parameters shown, and is for an indi idual halting component, not RV a LOSS system. Seem use, the building deslgner must verity the applicability of design parameters and property Incorporate this design into the overall buildingdesign. Bracing Indicated Is to armort buckling of Individual truss web andl4rdmM members ordl, McLonal temporary and permanembracing MOW is Swiss Natural ral for stability and to prevent collapse with possible personal Injury and propcM damage. Forgeneral guidance regarding the Iabdradon.domge,deWw.eredlanmdbmdngdbusmsaMbusssystems,we ANSVTRI Duality Canada, DSS89 and SCSI Building Component 6904 Pence East Blvd. Selefylnromlalton craAable fmm Tmss Plate Instdute, 218 N. Lee Street, Suite 312, Alexandra, VA22314. Tampa, FL 36510 Job Truss Truss Type Oty Ply T2054053q 2309743 EJ01 Jack -Partial 2 1 Job Reference (optional) Builders First Source, Plant City, FL-32566. 4 3x4 = 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Jun 2311:29:41 2020 Page 1 Scale =1:105 [a Plate Offsets (X,Y)-- (1:0-5-8,0-0-21 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeB Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TO 0.35 VerI LL) -0.01 34 >999 240 MT20 244I190 TCDL 15.0 Lumber DOL 1.33 Be 0.31 Vert(CT) -0.01 3-4 >999 180 , BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Haz(CT) -0.00 2 n1a me BCDL 10.0 Code FBC2017fTP12014 Matdx-MP Weight: 151b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP Na.2 BOT CHORD Rigid ceiling directly applied or 10.0-0oc bracing. REACTIONS. All bearings 0-8-0 except dt=length) 2=Mechanist, 3=Mechanical. (lb)- Max Holz 1=91(LC 12) Man Uplift All uplift 100 lb or less at joint(s) except 1=131(LC 12), 2=-113(LC 12), 4=145(LC 12) Max Grav All reactions 250 Ib or less at joint(s) 1, 2, 4, 3, 1 FORCES. (lb) -Max. Comp.IMax. Ten. -All forces 250(Ib) or less except when shown. NOTES- (6) 1) Wlnd: ASCE 7-10; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf,, BCDL=3.Opsf, h=18ft; B=45h; L=24ft; eave=4ft; Cal. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Eldenor(2) 0-1-810 3-1-8, Inlenor(1) 3-1-8 to 4A 1-4 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 1 OD par bottom chard live load nonconcunent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where 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 131 lb uplift at joint 1, 113 lb uplift at joint 2, 145 lb uplift at joint 4 and 131 Ib uplift at joint 1. 6) 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.- %,pMNS Fl....44 .`%,�' �.� G E NSF•' 9i Imo. i No 39380 ir O <v41 Thomas A Albanl PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 WARNING. Verify desi9nparamelers anEREAD NOTES ON Ties AND INCLUDED MITEK REFERENCE PAGEM1V47473 mv. 10,03,2015 BEFORE USE. Design vale for use onlywM MTekeconnectork. This design Is basetl only upon parameters shown, and Is stead indimdual builting component, net ff a truss system. Before use, the building designer must vent' the applicability ofdesign parameters and property Incorporate this design into the m ataa i bulging design. Bracing Indicated is to prevent buckling of individual truss web anNor Chortl members only. Additional temporary and permanent oracles Welk' Is always required for stability andto prevent collapse an possible personal ln)uryand property damage. ForgeneralguidanceregaNingthe fabdcabon, derage,delivery,erection and bradng ofbusses and toss systems. We ANSUTRfi Qualify Crdeda, BSBd9 and BCSI Building Component 6904 Parke East BW. SaAaylnformadon singable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Gill Ply T20540535 2309743 EJ02 Jack -Partial 1 1 Job Reference (optional) guilders First Source, Plant City, FL-32566, 8.240 s Mar 9 2020 MITek Industries. Inc. Tue Jun 2311:29:42 2020 Scale = 1:13.4 4 3x4 = 14)-0 141-0 6d11 4A-11 t Plate Offsets (X,Y)— f1:0-3-9,Edge1 LOADING (psl) SPACING- 2-0.0 CSI. DEFL. in (roc) gdeO Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.64 Vert(LL) -0.02 5 >636 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.60 Vert(CT) -0.06 3-4 >983 180 BCLL 0.0 ' Rep Stress Ina YES WB O.OD Hoa(CT) -0.01 2 n/a We BCDL 10.0 Code FBC2017rTP12014 Matrix -MP Weight: 19111 FT=20% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 0o punins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-8-0 except Ut=length) 2=Mechanical, 3=Mechanical. (lb) - Max Hoe 1=118(LC 12) Max Uplift All uplift 10016 or less at joint(s) 1 except 2=152(LC 12), 4=-305(LC 12) Max Grav All reactions 2501b or less at joint(s) 1, 2, 3, 1 except 4=399(LC 1) FORCES. (lb) -Men. Comp./Max. Ten. -All forces 250(lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps1; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-8 to 3-1-8, Interior(1) 3-1-8 to 6-3-15 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 truss has been designed fora 10.0 psf bottom chord live load noncencurrent 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 1DO lb uplift at joint(s) 1, 1 except (n=lb) 2=152,4=305. 6)'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 449���� No 39380 p�sS,�NAII � to fill Thomas A Alban! PE No.39380 MRek USA, Inc. R. Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 ®WARNING -Verily design paramelers and READ NOTES ON THIS AND INCLUDED Mired REFERENCE PAGE MII-7470 rev,1 WO312015 BEFORE USE. Design valid toruse onlyseen MT&M connectors. This design Is based only upon parameters shown, Ma s Wan Individual bAding component not aaaaaa a truss system. Before use, the building designer must very the eppnwbilily of design parameters and pmperly Incorporate Nis design Was the overall bulldingdesign. Bracing Indicated is to prevent buckling ofindlvoual truss was and/or chord members only. Additional temporary and perannent bracing MiTek' Is always resulted for stabiNy and to Me geed collapse with possible personal injury and property damage. For general guidance regarding the fabrication, Storage, delivery,erection and bradng Mbusses and truss systems, see ANSIMPII Duality Canada, DSB-99 and SCSI Building Component 6904 Parke FUtm and. Saletylnlormadon availablefrom Tmss PlmetnstdOe,218N.Lee Sreet.auae3l2,Neunddd,VA22314. Tampa, FL 36610 Job Truss Truss Type 0y Piy T20540536 2309743 EJ03 Jack -Closed 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8,240 s Mar 9 2020 MTek Industries, Inc. Tue Jun 2311:29:43 2020 See II 3x4 = 1-0-0 1-441 BR3 &1813 880 1 1�1 83.3 811 i-83 Scale =1:17.7 Plate Offsets (X,Y)-- 11:0-5-8,0-0-21, 13:0-3-0,0-1-41, 15:0-1-10,0.1-121 15:0-0-2 D-1-121 [6:0-1-12 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Bdeft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.39 Vert(LL) 0.12 6-10 ,620 240 MT20 244/190 TCOL 15.0 Lumber DOL 1.33 BC 0.59 Vert(CT) 0.11 6-10 >661 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.23 Horz(CT) -0.02 3 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 301la FT is 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural mod sheathing directly applied orb-0-0 cc puldins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0cc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings Mechanical except Ut=length) 1=0-8-0, 6=0-10-15. (lb)- Max Horz 1=161(LC 12) Max Uplift All uplift 100lb or less at joint(s) except 1=379(LC 12), 6=-456(LC 12), 3=387(LC 12), 4=-165(LC 1) Max Grav All reactions 2501E or less atjoint(s) 3 except 1=383(LC 1). 6=482(LC 1), 4=368(LC 12) FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 5-6=-035/584, 2-5=414/596, 34=686/190 NOTES- (7) 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.2psY BCDL=3.Opsf, h=18tt; B=45ft; L=240; eave=40; Cat. It; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-8 to 3-1-8, Interior(l) 3-1-8 to 8-8-0 zone; cantilever left and right exposed ; porch left 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 nonconcunent 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 3791b uplift at joint 1, 456 lb uplift at joint 6, 387 lb uplift at joint 3 and 1651E uplift at joint 4. 6) Gap between Inside of lop chord beading and First diagonal or vertical web shall not exceed 0.500m. 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." OMPS4 A ,A4 No 39380 i� :Iu 41 'se 1111111111010 Thomas A. Albanl PE No.39380 Mfrek USA, Inc. FL Geri 6634 6904 Parke East Blvd. Tampa FL 33610 Data: June 23,2020 ®WARNING -Verily design parameters andREAD NOTES ON THIS AND INCLUOEDMITEN REFERENCE PAGE Mll-7473 rev. 101OW2015 BEFORE USE. wawa Yard forum onywM MTek®Connedors. The design Is based ony upon parameters shown, and is for an indmdual building Component, not MEDesign a terse system. Before use, the building designer must very the applicability of design parameters and propertyinmrporate this design into the overall bulliingdesign. Bracing indicated is to prevent buckling af,ndMdual truss web andfor chard members ony. Additional temporary and permanent bracing WGIC is always required for stability and to prerent Collapse with possible personal Injury and property damage. For general guidance regarding the febricaeon. Voyage. gelidly, election and browng ufbuffes and truss systems,see ANSIRPII Gustily Cdroda, DS"9 and SCSI Building Component 6904 Parke Fast Bled. Sareyinformetion available from Truss %ate InVilhi e, 218 N. Lee Street, Suite 312, Alexandra, VA22114. Tampa, FL 36610 Job Truss Truss Type Ory Ply T20540537 2309743 EJ04 Jack -Partial 1 1 Job Reference (optional) 'Build.. First Source, Plant City, FL-32666, 8.240 s Mar 9 2020 MTek Industries, Inc. TOO Jun 2311:29:43 2020 Page 1 ID:Iki6xWjwIIWi(Gf6p?wl7aRzJxGR-x9Og8mnpuWb?vESeniVz8mzOxZEjgNdm0e7z7z3Pu6 Scale=1:13.5 Plate Offsets (X,Y)— (1:0-5-8,D-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.77 Vert(LL) 0.24 3-7 >338 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.90 Vert(CT) 0.22 3-7 >360 180 BCLL 0.0 ' Rep Stress Ina YES wH 0.00 Horz(CT) -0.05 2 The rda BCDL 10.0 Code FBC20171TPI2014 Matnx-MP Weight: 21 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Harz 1=127(LC 12) Max Uplift 1=454(LC 12), 2=192(LC 12), 3=133(LC 12) Max Gran, 1=450(LC 1).2=224(LC 1), 3=101(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied. NOTES- (6) 1) Wind: ASCE 7-10; Vufi=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh, h=18ft; B=45ft; L=2411; eave=4ft; Cat. II; Exp D; Encl., GC% i=0.18; MWFRS (directional) and G-C Exterior(2) 0.1-8 to 3.1-6, Intedor(1) 3-1-8 to 6.10-1 zone; cantilever left and right exposed ; porch left 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 nonconcurrenl 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 454 Ib uplift at joint 1, 192 Ib uplift at joint 2 and 133 lb uplift atjoinl 3. 6) "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." MPS1 .:l A4e''', �`,,��••�\C E NSF .•2� ,� No 39380 �J%F I �NA� 'E %% Thomas A Albanl PE No.39380 MTek USA, Inc. FL Gert 6634 6904 Pad(e East Blvd. Tampa R. 33610 Date: June 23,2020 ®WARNING - Verity deslgnparameter and READ NOTES ON THIS AND INCLUDED MREx REFERENCE PACE Mll-7423 rev. 10/03,2015 BEFORE USE. sausew Design valid for use onywbh MITekOcdnnedtors. This design is based otay open parameter Shown, andis for an Individual building component, net a truss system. Burns use, the building deslgnermust very the appgcatedy ofdesign parameter and prapery immoderate Na design into 0e overal � bulldingdesign. Bracing Indicated is to prevent buckling of Individual truss web and/or chord member only. Additional temporary and permanent bracing p. M1Tek* is always required for stability and to prevent collapse with possible personal Injury and propene, damage. For general guidance regues, Me fabdeadomst.uni derrvery, erection and beating of Musses aM bus3 systems. sea ANSITP11 Quality Creeds, DS949 and BCSI Building Component 6904 Parke East BIM. Safeylnfnrmeelon av table frum Truss Male Ins ftVt , 219 N. Lee M.0, SUAe 312, Nexendd.. VA22314. Tampa, FL 36610 Job Truss Truss Type Div Ply T2os4osae 2309743 F01 Floor Girder 1 1 Job Reference (optional) .._... _. ___.__. .._.......�.... a.cweme,. mcv Nip. we n,ousu use. ma.. aanon4o I ,,Io rum rage ID:Iki6xAwIIWXGf6p7wl7aRzJxGR-tY WaZSp307zJECOglCkz2ZrP7kEFBdAvDk7E10z3Pu4 13-0 1-2-6 24 14M2 W� Scale =1:28.1 3x6 II ex8 = site II 3x6 II axe II 3xe II 3xe II W6 II Ave It 1 2 18 3 4 5 6 7 8 9 44 = 3x4 = 3x4 = 3x4 = awl = 3x4 = 3x9 = 1'5x3 II 2-40 52-6 51�4 &314 i-114 R 4&2 12-3-2 1 14 2 1&1 0 i44l2 Plate Offsets (X,ry)— 15:0.3-0Edgel 19:0-3-0 Edge) f14:0-1-8 Ed e) rl5:0-1-8 Edge1 LOADING (psf) SPACING. 1-4-0 CSI. DEFL. in (too) Won Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(-L) -0.12 13-14 >999 360 MT20 2441190 TCDL 20.0 Lumber DOL 1.00 BC 0.93 Vert(CT) -0.21 13-14 -906 240 BCLL 0.0 Rep Stress Ina NO WB 0.49 Hoa(CT) 0.02 9 rda n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight: 105 In FT=20%F, 11%E LUMBER. BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flal) BOT CHORD REACTIONS. (size) 17=0-1-8, 9=0.2-14 Max Grav 17=1297(LC 1), 9=770(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2133/0, 3-4=2910/0, 4-5=-2910/0, 5-6=2910/0, 6-7=2696/0, 7-8=1983/0, 8-9=-778/0 BOT CHORD 16-17=0/1604, 15-16=0/2649, 14-15=0/2910, 13-14=0/2920, 12-13=0/2446, 11-12=0/1504 WEBS 4-15=254/9, 2-17=2089/0, 2-16=0077, 3-16=701/0, 3-15=-4/436, 9-11=0/1033, 8-11=.984/0,8.12=0/650,7-12=628/0, 7-13=0/339,6-13=-309/0,6-14=127/322 Structural wood sheathing directly applied or 6-0-0 oc pur ins, except end verticals. Rigid telling directly applied or 10-0-0 oc bracing. NOTES. (8) 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 17, 9. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of tap chord bearing and first diagonal or vertical web shall not exceed 0.5DOIn. 5) CAUTION, Do not erect truss backwards. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 721 to down at 1-I1-10 an top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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." LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 10-17=7, 1-9=80 Concentrated Loads (Ib) Vert: 18=686(8) J`�pt�PS 1 A i��i No 39380 �itc O R 1 �.. GN,�. •,� .1i10NA' ,E��`�� Thomas A. Albanl PE No.39380 MRek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 ®WARNING - Verity design pa,,Unwws and READ N(rES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI4747I re.1"3/2015 BEFORE USE. www Design valid ror on only with shrews)aonnecturs. This design is bases ony pan parameters shown, and is for en iMiMdual lesions component, not � a truss system. Before use, the building designer must vedy the applicability of design parameters and prapeM incoryorete this design Into the overall buildingdeslgn. Bracing Indicated is to prevent bucl,ing of individual tms3weband/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with passible personal Injury and pepedy damage. ForgenemiguidenceregaNingtha fabdcadon, barege, domery, enedion and bradng afWsses and muse, systems, see ANSUTPI1 Quantity aside, DSB49 and BCS1 Building Component Saretylnfarmeflon available from Truss Plate mansute. 218 N. Lee Baca Suae 31Z Alexandria, VA 22314, Elias Pence East BW. Tampa, FL 36610 Job Truss Type Oty Ply T20590539 2309743 [mss 02 FICor Gnler 1 1 Inh Reference (optional) "-"` r• `- an'ue au. a. I I:LV:40 LVLV rages ID:IkiS.WlwllWXGfGp4wl7aRzJxGR-Lk3ymoghBR5ASMz7JvGCanOWI8d ??3SOsn7SnPu3 082 H 1-moo i 5x8 It 4x6 = Asia = 1 2 3 4 24 5 1012 ! 2.0.0� 1-0-12 t 1.5x3 11 1.Sx3 II 3xa FP = 6 7 8 9 10 $rate = 1:35.3 4x6 4x6 II 11 12 13 174 23 22 21 20 19 18 17 16 15 14 1.5x3 II Sx6 = Asia = 44 = 4x6 = 1.5x3 II 100.14 11-26 20.1-12 0 3 1-0-10 41-to 4 114 -14 136-2 18- 18-6 2 1 1 10 N- .., I ,e. I ,,, I ,,., .-- I. ---FL ___ ___ ___ Plate Offsets(%Y)— 11:0.30Edae1 [13:0-3-0Edgej [18:0-1-8 Edge[ [79:0.1-8Edgej LOADING (pat) SPACING- 1-4-0 CSI. DEFL. in (too) I/deb Ud PLATES GRIP TCLL 40.0 Plate GOP DOL 1.00 TC 0,67 Ven(LL) -0.19 19 1999 360 MT20 2441190 TCDL 20.0 Lumber DOL 1.00 BC 0.78 Ven(CT) -0.4519-20 -518 240 BCLL 0.0 Rep Stress lncr NO WB 0.78 Hoa(CT) -0.07 13 Due Tile BCDL 5.0 Code FBC2017frP12014 Matrix-SH Weight: 1D4It, FT=20111%E LUMBER- BRACING - TOP CHORD 2x4 SP No,2(gat) *Except' TOP CHORD 1-9: 2x4 SP M 31(Oat) BOT CHORD 2x4 SP M 31(Bat) BOT CHORD WEBS 2x4 SP No.3(Bat) REACTIONS. (size) 1=0-2-14, 13=0-2-14 Max Grav 1=1202(LC 1), 13=981(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1232/0, 3-4=-3256/0, 4-5=4426/0, 5-6=4471/0, 6-7=-4471/0, 7-8=4471/0, 8-10=-3649/0, 10-11=-2554/0, 11-13=992/0 BOT CHORD 21-22=0/2318, 20-21=0/4187, 19-20=0/4611, 18-19=0/4471, 17-18=0/4105, 16-17=0/3214, 15-16=0/1869 WEBS 7-18=-413/0, 1-22=0/1631, 3-22=-1516/0,3-21=0/1304,4-21=-1295/0,4-20=0/333, 5-20=-257/0,5-19=469/15, 13-15=0/1313, 11-15=1224/0,11-16=0/953,10-16=-917/0, 10-17=0/605,8-17=635/0,8-18=07786 Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- (8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1, 13. 4) Recommend 2x6 strongbacks, an edge, spaced at 10-13-0 oc and fastened to each truss with 3-1 Ed (0.131" X 3") nails. SUongbacks to be attached to walls at their outer ends or restratned by other means. 5) Gap between inside of top chord beating and first diagonal or vertical web shall not exceed 0.5001n. 6) Hanger(s) or other Connection devices) shall be provided sufficient to support concentrated load(s) 529 lb down at 5-8-10 on lop chord. The design/selection of such Connection devices) Is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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." LOAD CASE(S) Standard 1) Dead +Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14-23=-7, 1-13=80 Concentrated Loads (Ib) Vert: 24=-493(F) S 111A 'A�@ No 39380 ir SOT•• P•: 4U� �i�CC • . O R 1 O• \ % "lillit if III Thomas A Alban) PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 ®WARNING -Verify design panmere s and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIL7473 rn, 10,034015 BEFORE USE, Design valid for use only w,N Mffek®connectors. Tire design is based only upon pammetem slogan, and is for an unifi uL building wmpenant not mybulldingdeslgn. a truss System. Before use, the building designer must verify the applicability of design parameters and property incoryorate this design into the Overall Bracing indicated to to prownt buckling of indiiii truss web anchor choM members ony. Additional temporaryaiM permanent bracing IY11TIek is always required for comity and to prevent cegepne with possible perearlal Injury and impurity damage. For general guidance regarding the liberation, storage, desuary, erection and nouns of trusses and miss systems. we ANSUTPII Duality Claude, DS"9 and SCSI Building Component Se/erylnhrmaaon availesble from Truss Mate lonsute, 218 N. Lea Sheet Suite 312. Assisi VA22J14. afloat Parke East Blvd. Temp., FL MID Job Truss Truss Type Oty Ply T20540540 2309743 F03 Floor 8 7 .IDo Reference (optional) oxl.ale ores source, ream t,try, rL-scab i 1-34 b, 6.24o a Mar 9 2020 MITek Industries, Inc. Tue Jun 23 11:29:47 2020 Page i ID:Iki6zVvjw[IWXGf6p7wl7aRzJxGR-pxdK BgKxID1TWYDtdnR7_xeXYyWIYICg2cK6uz3Pu2 112- 2-0-0 1-0-12 ON 1.5x3 II 1 2 3 4 18 17 16 axis 1.5.3 II 5 6 15 14 Scale = 1:27.9 4x6 II a 9 10 to I� 13 12 11 Safi = 1.$x3 II 2-9-0 121 0 6-0-0 1-0-0 7- B 99.4 12-3-0 74-9-0 16-1-12 16,4-14 2-9-0 0- $ 1-0-0 1-0-0 0- A 2312 2-6-0 2b-0 I 14 ON Plate Offsets (X,Y)— r7:Edge,0-1-81(10:D-3-0Edge] ry5:0-1-8 Edge) 116:0-1-8 Edge] LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.18 14-15 1999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.81 Vert(CT) -0.2914-15 >668 240 BCLL 0.0 Rep Stress Ina YES WB 0.42 HOrz(CT) -0.02 10 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight: 85 lb FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOTCHORD 2x4 SP No.l(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (size) 18=Mechanical, 10=0-2-14 Max Grant 18=692(LC 1), 10=692(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-1212/0, 3-4=2140/0, 4-5=2140/0, 5-6=2140/0, 6-7=-2177/0, 7-8=1635/0, 8-10=-674/0 BOT CHORD 17-18=01741, 16-17=0/1705, 15-16=0/2140, 14-15=0/2279, 13-14=0/2009, 12-13=0/1258 WEBS 4-16=331/0, 2-18=986/0, 2-17=0/655, 3-17=686/0, 3-16=0/691, 10-12=01891, 8-12=-816/0, 8-13=0/525,7-13=-519/0,6-15=317/104 Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joints) 10. 5) Recommend 2x6 strongbacks, on edge. spaced at 10-0-0 cc and fastened to each truss with 3.10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means, 6) Gap between inside of top chard bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. 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." S 1 Aea 44 No 39380 ir O� O R 1 O s,oNA� �%0 Thomas A. Albani PE No.39380 MRek USA, Inc. FL Geri 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 ®WARNING - Vanity design Parameters and READ NOTES ON Fred AND INCLUDED beTEK REFERENCE PAGE 01-7473 rev. IOM39015 BEFORE USE. Design valid for use only wftb MTekW connectors. This desgn is based only upon parameters shown, and is bran IrMlNdual building component notW a ss system. Before use, the building designer must writ the eppflcneoy of design pammeters and properly incorporate this design Into the overall buildingdeaign. BmcingIndicated 1.toprevent bust ofInd ivldualtmssWeb anNotCod members rew. Addblonaltemporary and permanembracing M!Tek• Is sense required for stiellity end to prevent collapsewith possible personal injury and property damage. Far general guldance regarding the fabrication. storage. delivery aredbn and Inner, crevasse and head systems, sea ANSBTPII Duality Canada. DSIM9 and SCSI Surrding Component 69M Parke East Brad. Sayefyrnformaflan avagable hem Tmss Nate Ina Oe, 218 N. Lee Sheet Suite 312 N=ndM, VA22314. Tampa. FL aa61d Job Truss Truss Type Qty Piy • T20540541 2309743 F04 Floor 2 1 Job Reference (optional) 0-3-12 [ d 1 1.3.0 I—y I 2— M 1-0-12 bx6 = 1.5.3 U 1.5.3 II 2 3 4 5 6 d.zvu S Mar a zozu MI I ea Inaustnes, Inc. I ue dun zd 11:zBAd zu2u rage 1 ID:Iki6x W1 W IM0(Gf6p7wl7aRzJxGR-17BjBUryi2Lu5g7PQKlggCToRyIB07hMvhLueKz3Pu1 7 OLl] 'S�r 1a=1:2s.1 4xe II 8 9 10 jjIIIIII �o l¢ 18 17 16 15 14 13 12 11 15.3 II Axe = 1.5x3 II a &1 1-a-0 3-0.8 4$0 560 5- 7-114 10.5-0 12-11-0 14-3-12 14 - 4 0.3.1 i-0-6 1-8.4 0- 1-0-0 1-00 0- 2-3-12 2b0 26-0 id41 0-1 Plate Offsets (X Y)— ry0:0.3-0Edge) (15:0-1-8 Edge1 (16:0A-8 Edael LOADING (psi) SPACING- 1-4-0 CSI. DEFL. in (lot) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.95 Vert(LL) .0.16 14-15 1999 360 MT20 2441190 TCDL 20.0 Lumber DOL 1.00 BC 0.79 Vert(CT) -0.2514-15 -658 240 BCLL 0.0 Rep Stress Incr YES We 0.44 Horz(CT) -0.02 10 We n/a BCDL 5.0 Code FBC20177TPI2014 Matrix-SH Weight: 771b FT in 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat)'Except* TOP CHORD 1-10: 20 SP No.1(flat) BOT CHORD 2x4 SP No.1(flat) BOT CHORD WEBS 2x4 SP No.3(flal) REACTIONS. (size) 1=0-3-8, 10=0-2-14 Max Grav 1=601(LC i), 10=601(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 1-3=-540/0, 3-4=1430/0, 4-5=-1430/0, 5-6=1430/0, 6-7=-1714/0, 7-8=1350/0, 8-10=-575/0 BOT CHORD 16-17=0/1113, 15-16=0/1430, 14-15=0/1715, 13-14=0/1631, 12-13=0/1068 WEBS 4-16=-665/0, 1-17=0/713, 3-17=-801/0, 3-16=0/933, 10-12=0059, 8-12=690/0, 8-13=0/392, 7-13=-392/0, 6-15=-063/0 Structural wood sheathing directly applied or 2-2-0 oc puffins, except end verticals. Rigid telling directly applied or 10-0-0 Be bracing. NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to beating plate at joint(s) 10. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 Oc and fastened to each Wss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 6) '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." JJp.`PS'A �AZ'F-*. Jar.' GEIV No 39380 _ * 44/ �4(1 .......... OR1Q. Thomas A. Albanl PE No.39380 Mliek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCEPAGE RAT473 in .10,1XV2015 BEFORE USE. Design valid far use only with MRek®conneeboda. This design is based only upon parameters shaven, and is red an indiNdual building component, not is bass system. Before use, the building designer must veriying applimbilby, of design parameters and properly lncsixidde this daslgn Into the overall -•Y� buildingdealgn. Bracing indicated is to prevent buckling of lndlveual truss web andmirchord members only. Anglers! temporary and permanent bracing MiTek' is always required for stability and to prevent collapu will possible personal injury and properly damage. Forgeneral guldance regaNing the fabrication, eerage. Eerwery, median and bracing eftrusses are Vass systems. sea ANSVTPH quality orange, DSa4i9 and Best Building component SeAdWinformadon availablefw Tmss Fate InMOe.219N.Lee SV M.suite312Alexandra,VAM314. e904 Parke East BIW. Tampa, FL 36610 Job Truss Truss Type Oty Ply T20540542 2309743 F05 Floor 12 1 Job Reference (optional) , rnIll cluuw, rldl 1wlly. rL- o�000, OJ 2 H! H 3 d24U s Mar 9 2UZU mu eK IndU5tr16$ Inc. I u6 Jun 23 11:29:46 2020 Page 1 ID:Iki6xVAwll WXGfGp?wl7eRzJxGR-17BjBUryi2Lu5g7POKIggCTuNyF5OzLMvhLueKz3Pu 1 1-12 i 2-0-0 1-JA2 1Ex3 II 1.5.3 II 5 6 7 8 0 tale = 1:35.3 3x6 FP = 44 II 9 10 11 12 13 23 22 21 20 19 18 17 16 1s 14 1.Sx3 It AXIS = 4.6 = 1.5x3 II 10-0-14 11-2-6 2 160-2 ed2 1920-1-12 0,3 61_�14 -0-1-60of 3 i11 Plate Offsets (X,Y)— f1:0-3-0 Edget f13:0-3-0 Edoel fl8:0-1-8 Edger f19:0-1-8 Edael LOADING (Pat) SPACING. 1-4-0 CSI. DEFL. In floc) I/deg Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.24 18-19 >987 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.98 Vert(CT) -0.39 18-19 >607 240 BCLL 0.0 Rep Stress Ina YES WB 0.53 Horz(CT) -0.06 13 We n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight: 1041b FT=20%F, 11%E LUMBER. BRACING. TOP CHORD 2x4 SP No.2(gat) TOP CHORD BOT CHORD 2x4 SP N0.2(flal) WEBS 2x4 SP No.3(flal) BOT CHORD REACTIONS. (size) 1=0-2-14, 13=D-2-14 Max Grail 1=845(LC 1), 13=845(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Its) or less except when shown. TOP CHORD 1.3=-842/0, 3.4=-2123/0, 4-5=-2956/0, 5.6=3376/0, 6-7=-3376/0, 7-8=3376/0, 8-101 10-11=.2123/0,11-13=-842/0 BOT CHORD 21-22=0/1581, 20.21=0/2647, 19-20=0/3247, 18-19=0/3376, 17-18=0/3247, 16-17=0/2647, 15-16=011581 WEBS 1-22=0/1114, 3-22=-1033/0, 3-21=0(/53, 4-21=-730/0, 4-20=0/429, 5-20=-405/0, 5-19=.75/439, 13-15=0/1114, 11-15=-1033/0, 11-16=0/753, 10-16=-730/0,10-17=0/429, B-17=-405/0, 8-18=-75/439 Structural wood sheathing directly applied or 6-D-0 oc purling, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES. (6) 11 Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise Indicated. 3) Provide mechanical connection (by others) of truss to bearing plate aljoint(s) 1, 13. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Oil (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) "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." E NSF NO 39380 cc �ea 04R a 0011111110, Thomas A. Alban] PE No.39380 MITek USA, Inc. FL Gen 6634 6904 Parke East Blvd. Tampa FL 33610 Bate: June 23,2020 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PA BE MIIJ473 rev. 10103/2015 BEFORE USE. Design valid air use ony with MM M) connectors. T01s design is based ony upon parameters shown, and is for an Individual colding component, not a truss system. Before use, the building designer must very the applicability of design parameters and properly inosryorete this design Into the overall ■■��YY �1Y�• buil0ing design. Bracing indicated is to prevent buckling of Individual tmss web andlor chum members only, Additional temporary and permanent loading �fTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Remission, slorage, delivery, erection and bracing oftmsses And truss systems, see ANSUrall Quality Ontario. DSB49 and SCSI Building Component 6904 Parke East Blvd Safely Information available from Truss Plate Insllute, 218 N. Lee Street, Suite 312, Alexandna, VA22314. Tampa, FL 36310 Job Truss Truss Type Oty Ply T20540543 FJobference 2309743 F06 Floor 1 1 (optional) Dun— nm, QUmGe, ram wy, r, - oc000, of a Mar a [uzu MI I ex IOaustrles, Inc. I us Jun Z311:Za:49 Zulu Page 1 ID:Iki6xWlwll WXGf6p7wl7aRzJxGR-mJI50psaTMTljgib_2pvCP05_Mof7VnV8L5RAnz3PuO 0-64 I 1-3-0 I O4 2 1-0-5 1 1-0.5 1 0-8-2 1 0.65 ' Sc21e=1:14.0 D 34 II 3x4 = 3x4 = 3.6 II 2 3 43x4 = 53x4 = 6 7 e 13 12 11 10 9 1.5x3 II 3.4 = 3x4 = 3x4 = 1.5.3 II LOADING (psf) SPACING- 1-4-0 CSI. DEFLin floc) I/deb Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 ViiQ -0.02 11 o999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.13 Vert(CT) -0.03 11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) -0.00 8 his n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight: 4116 FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP NO.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc Intrigue, BOT CHORD 2x4 SP ND.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-3-0, 8=0-3-0 Max Grav 1=308(LC 1), 8=308(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-313/0, 4-5=463/0, 6-7=-313/0 BOTCHORD 11-12=0/459, 1D-11=0/459 WEBS 7-10=0/415,2-12=0/415, 4-12=-299/0, 5-10=-300/0 NOTES- (2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2)'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." ,111111111111/III %% 0.. A. gC91I�i No 3938lZ :0n• 4e� Thomas A Albanl PE No.39380 Ii USA, Inc. FL Dent $634 69N Parke East Blvd. Tampa FL 33610 Date: June 23,2020 ®WARNING. Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 111.11] rev. 10/03/3015 BEFORE USE. assass Design valid for use only with UsTek® connenors. This design Is based only upon parameters shown, and Is for an individual building wmponent, not �***BB 021 a truss system. Before use, the building designer must vent' the applicability of design parameters and properly incorporate flue design into the overall building design.. among Indicated is to prevent bulling of individual bass web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage, For generet guitlanu regarding the fabdrai storage, delivery, em ion and bracing of trusses and truss systems, see ANSPTPI10uality Cdteda, DSB49 and BCSI Building Component 6904 parka lid. EastB East B. SafetybutomlaHon available from Truss Plebebroblue.218 N.Lee Street, Suite 312, Ale Alexandria. VA M14, Tampa.rk 36610 Job Truss Truss Type ply Ply T20540544 2309743 F07 Floor 7 1 Job Reference (optional) ounaers rist Jounce, rlam[GIry, rL-d2abq axe II 0-6-4 2 ue Jun LJ 11:Lbi LVLV rag. 1 IDAki6xWjwIIW.tGt��6iv�4aRzJxGR-EWJTc9tCEgbcKzHoYIK81dZKSIAcs?6fN?q?jDz3Pu? 0-64 07-14A — 2-0.6 1.5x3.11 2-&1O 4 0-6-5 1 Scale =la.9 Plate Offsets (X,Y)— 12:0-3-0Edgel LOADING (psi SPACING- 1-4.0 CSI. DEFL. in (loc) I/deg Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.14 Vert(Lly .0.01 6 -999 360 MT20 2441190 TCDL 20.0 Lumber COL 1.00 BC 0.01 Vert(CT) -0.01 6 -999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hom(CT) -0.00 4 n/a n/a BCDL 5.0 Code FBC2017/RPI2014 Matrix-SH Weight: 151b FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP ND.2(flai - TOP CHORD Structural wood sheathing directly applied or 2-6-10 oc purlins, BOT CHORD 2x4 SP No.2(flai except end verticals. WEBS 2x4 SP No.3(flai BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-3-0, 4=0-3-0 Max Gmv 1=107(LC 1), 4=107(LC 1) FORCES. (Rd) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strong backs to be attached to walls at their outer ends or restrained by other means. 2) "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:' \\\III11111/j Z No 39380 �i�CC • • . O R ID.." �� ♦♦♦ • 4ONA� \\��\♦♦♦ Thomas A. Alban) PE No.39380 MITek USA, Inc. R. Can 6534 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 &WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 10r03a015 BEFORE USE. • Design valid for use only with MITek® connectors. This design Is based only upon parameters shown; and is for an individual building component, not a bass system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall build rigdeslgn. Bracing indicated Is to prevent bucking of individual truss web and/or chord members only. Additional temporary and peananent tembing Mffek• Is always required for stability and t0 prevent collapse with possible personal injury and property damage. For general guidance regarding 0e fabrication. Storage. delivery, erection and bracing cfeasses and truss systems, see ANSI?PH Duality Canada, DSB49 antl SCSI Barrel C..,..t Sarserhatormaflon available ham Truss Plate Institute. 218 N: Lee Street, Suite 312. Alexandba. VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Oty Ply T20540545 2309743 F08 Floor Girder 1 As L Job Reference (optional) Owners rust JOurce, Flint City, FL- 32be6, 8,240 s Mar 9 2020 MiTek Industries, Inc. Tue Jun 2311:29:50 2020 Page 1 IO:lki6x WIwIIWXGf6p?wl7aRzJxGR-E WJTc9tCEgbcKzHoYIKBIdZ981yysn?fN?q?jDz3Pu? Scale = 1:20.1 3.4 11 5x12 = 3x4 = 5X12 = 3.4 II f SXe = 5x8 = LOADING (Pat) TCLL 40.0 TCDL 20.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2017TFPI2014 CSI. TC 0.87 BC 0.96 W13 0.90 Matrix-SH DEFL. in Vert(LL) -0.19 Vert(CT) -0.32 Horz(CT) 0.06 (loc) Wait Lld 7-8 >745 360 7-8 >449 240 6 file n/a PLATES GRIP MT20 244/190 Weight: 1151b FT=11 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins, BOT CHORD 2x4 SP M 31 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 9=0-8-0, 6=0-3-8 Max Grav 9=3837(LC 1), 6=3537(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 1-9=-414/0, 5-6=-265/0, 1-2=-516/0, 2-3=-10215/0, 3-4=-10035/0, 4-5=469/0 BOT CHORD 8-9=0/7550, 7-8=0/10570, 6-7=0/7245 WEBS 2-9=-7540/0, 2-8=0/3609, 3-8=-515/0, 3-7=-602/0, 4-7=0/3680, 4-6=-7263/0 NOTES- (6) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 now at 0-7-0 Do. Bottom chords connected as follows: 2x4 - 1 row at 0-6-0 Do. Webs Connected as follows: 2x4- 1 raw at 0-9-0 Do. 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) Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of I11111l 11/a/jA this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131"X 3") nails. �fi%-0 S A. /j� � `%� 0. ACe •'' Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shell be sufficient to support load(s) 685 lb down • '9 '� VV `SF•'•, L/ �� provided concentrated at 1-4-41 685 Ili �� down at 2-8-4, 685 He down at 4-0-4. 685 Its down at 5-4-4, 685 lb down at 6-8-4, 685 to down at 8-D-4, and 685 He down at 9-4-4, NO 39380 and 685 lb down at 10-8-4 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 6) "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." we �we LOAD CASE(S) Standard Except: 1) Dead +Floor Live Lumber Increase=1.00, (balanced): Plate Increase=1.00 Uniform Loads (pil) �'• ;�C(/ Vert:6-9=-10, 1-16=230(1`=-110). �i�CC '' 0 R t V•'`��`�� 5-16=-120 Concentrated Loads �I ss........ '" '• (Ili) \ �� ��.� �Ilif N A� Vert: 8=-685(F) 7=-685(F) 10=685(F) 11=-685(F) 12=-685(F) 13=685(F) 14=-685(F) 15=-685(F) �% Thomas A Mail PE No.39380 MRek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 WARNING - godly design parameters and READ NOTES ON THIS AND INCLUDED WEN REFERENCE PAGE 10II-2473 rev. 1WO312015 BEFORE USE. Design valid for use only with MrekIDcerreclors. This design ]abased only upon parameters shown, and Is for an Individual building component, not atress system. Before use, the builong designer muuvedy the appOwbilAy of design pmameters and properly Incorporate this design Into the overall• bulldingdesign. BrecinglndicatedIstopreventbucklingofindividualtresswebamberchoulmembersonly Additional temporary and permanent bradng MiTek' is always required for stabilhy and to prent vecollapse with passible personal Injury and property damage. For general guidance regarding the fabnoegoe, Storage, delivery, erection and breclngoflresaes and truss systems,see ANSUTFlf Quality Creeds, DSB49 and SCSI Building Component 69M Parke East Blvd. Saretylnfonnathm avallable from Truss Plate Instable, 218 N. Lee Street, Suite 312. Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T20540546 2309743 F09 Floor 4 1 Job Reference (optional) 0.3.2 H d 1.30 she I 3x4 = 1 2 us eun zo I zi zi rage i ID:Iki6xVAwIIWXGf6p?w17aRzJxGR-iitrpVuq?zjTy7s 6SrNHg5TO9Thb0YobfaYFfz3Pu_ Scale=116.] 3x4 = 1.6x3 II 3x4 = 3x4 = 3x6 II 3 4 5 6 7 12 11 10 9 8 1.5x3 II 3x4 = 3x6 = 3x4 = 1.5x3 It LOADING (psf) SPACING. 1-4-0 CSI. DEFL. in (too) I/deg Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TO 0.26 Vert(CL) .0.01 10 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.16 Vert(CT) -0.01 10 >999 240 BCLL 0.0 Rep Stress Incr YES WE 0.18 Horz(CT) -0.00 7 n/a me BCDL 5.0 Code FBC2017/TPI2014 Matrill Weight: 49111 FT=20111%E LUMBER- BRACING. TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 ec puffins, BOT CHORD 20 SP No.2(gat) except end verticals. WEBS 20 SP No.3(gat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-2-14, 7=0-2-14 Max Grav, 1=347(LC 1), 7=347(LC 1) FORCES. (Ib) - Max. Comp./Max: Ten. -All forces 250 (Ib) or less except when shaven. TOP CHORD 1-3=-289/0, 3-4=576/0, 4-5=-576/0, 5-7=-289/0 BOT CHORD 10-11=0/527, 9-10=0/527 WEBS 7-9=0/379, 1-11=0/379, 5-9=-336/0, 3-11=-336/0 NOTES. (4) 11 Provide mechanical connection (by others) of truss to bearing plate at joints) 1, 7. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strong backs to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of lap chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 4)'1 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." ,,``11111111111,,1 % 0 ... A. q�e�p �.`� .Z.. \E N S a 9,L •i No 3938,�i .. WOR -.11111film it Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 ®WARNING. Vedly design panmelers and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 1011-74I3 rev. 10/034015 BEFORE USE aaaa Design valid Al use only win MRekgd connectors. This tlesign Is based only upon pammeters shown, and Is for an IndlAdual bending component, not Nat, a bass system. Before use, the building designer must verity the applicability of design parameters and properly magiahnde this design into the overall buikhagdeslgn. Bracing Indicated is to prevent buckling of individual toss web andforchod members only. Addidonal temporary and permanent bracing M1}1Qk• is always required for stability and to prevent collapse with possible personal injury and property damage. Forgeneauguldanceregaldinglhe fabricated. storage, delivery,erection and bracing Of trusses and truss System, see ANSI/TAI Qualify Cdtede, D9949 antl SCSI Building Component 6904 Parke East Blvd Sahtylnrormation availabletram Truaa Plate Institut, 218 N. Lee Street, Sufe 31$ Atexandha, VA22314: Tampa, FL 36610 Job Truss Truss Type 0ty Ply T20540547 2309743 Flo Floor 1 1 Job Reference (optional) bunters First :source, Plant laity, PL-32555, 0-3-2 Hi 130 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jun 23 11:29:52 2020 Page 1 ID:Iki6xWjwll WXGf6p7wl7aRzJxGR-AURDI mSmHrKaHRAfAMcg2eWvZiHKgOxgJJ5m6z3Ptz 4ILd I� 1 2-4-1 I 2x4 II 6 7 3x6 FP = 3x6 13 OE le=134.7 2.4 11 2x4 II 2.4 II 2x4 II 3x6 = 999 90-10 11-11-1 20-1-12 03- L7-10 0.1-10 &7-10 &11-2 &1 4 10-9-9 11-9-9 3� 13A,2 1&02 L_G,2 19-10-10 &3- 1d-8 2Vi 2-64 2-38 &0�2 1-0-0 i-0-00-- 1.}0 2-6-o 2-8- 0 8 0-3 0.0-12 Plate Offsets (X,Y)— [7:0-1-8 Edger [8:0-1-8 Edcel [14:0-1-8 Edger f18:0-1-8 0-0-01 [79:0-1-8 Edger LOADING (psi SPACING- 1-4-0 CSI. DEFL. in (lot) Odell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.15 17-18 ,864 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.58 VergCT) -0.2417-18 >533 240 BCLL 0.0 Rep Stress Incr YES WE 0.33 HOR(CT) -0.03 13 n/a n/a BCDL 5.0 Code FBC2017RPI2014 Matrix-SH Weight: 105111 FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP NG.2(flat) TOP CHORD BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(8ap BOT CHORD REACTIONS. (size) 1=0-2-14, 13so-2-14, 20=0-8-0 Max Grav 1=485(LC 8), 13=566(LC 4), 20=651(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3=-444/0, 3-4=-989/0, 4-5=-1084/0, 5-6=-828/0, 6-7=-828/0, 7-8=-1324/0, 8-10=-1500/0, 10-11=-1245/0, 11-13=533/0 BOT CHORD 22-23=01823, 21-22=011141. 20-21=0/1000, 19-20=0/1324, 18-19=0/1324, 17-18=0/1324, 16-17=011504,15-16=0/987 WEBS 7-19=0/397, 1-23=0/585, 3-23=-531/0, 5-20=455/0, 13-15=0/703, 11-15=-636/0, 11-16=0/359, 10-16=-360/0, 8-17=0/268, B-18=-262/0, 7-20=-978/0 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 Go bracing. NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1, 13. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. 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." ,,`,O�PS1At0�4e,,,, No 39380 •.... SS Thomas A. Albanl PE Ni MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 ®WARNING- Verify daM, Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIIJ473 rov. 10/0312015 BEFORE USE. Design valid for use Any with MRekS om edoo. This design is based Only Upon parameters shown, and Is for an inbiOdual building component, not �**BB I� a tress System.Bell use, the building designer must verity, the applicability ofdeslgn parameters and Property incorporate Nis design into the overall -F buildingdesign. Bracing Indicated is to prevent buckling of Individual truss web andforchaN members only. Abandoned temporary and permanent bracing MiTek' is always required for stablldy and to prevent collapse with possible personal Injury and property damage. For general guidance regmding Pe farceflon, storage. delivery, section and bmung ofousbeaandbusssystem;see ANSIA711 Quality Charms, DSB49 and SCSI auading Component SaferylMormffilon available fee Truss Plate Inldute,s218 N. Lee street, Sure312, Alexandria, VA22314. 690d Park a a Esl Blvd. Tampa,rk astB Job Truss Truss Type Oty Ply T20540548 2309743 FIT Floor 1 i Job Reference (optional) guilders First Source, Plant City, FL-32566, 1-9-5 10-10-10 10-10-10 1 8.240 s Mar 9 2020 MITek Industries. Inc. Tue Jun 2311:29:53 2020 Page 1 I0:Iki6xWlwlPNXGf6p7[7aRzJxGRe57cEBv4XazBBR7NDturNFAfOzyN3H553z3fIYz3Pty f -0� 2-0O 13 1-0 1-1-10 1 1-5-n 1 1-0.5 1 1-7-1 09 1.5x3 II Sx8 = 4x8 II 1 2 3 4 5 6 7 8 9 10 i PMN ava'0�11VJIMIRL Mal' 1.5x3 11 1.5x3 II 46 = Scale=128.4 1.5.3 II NNb9-] S14 2fi-0.9 ]-0.9 Bb9 & 1 9-51 11-11-1 1451 10.1-10 1 2 2+1 1 1-09 1-0.0 0.- 1-30 24-0 2b0 1-69 047 Plate Offsets (X,Y)— [4:0-0-12 0-0-01 15:0-1-B,Eogel, [6:0-1-8,Edge], [10:0-3-0.Edge) LOADING (psn SPACING- 1-4-0 CST. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.13 14-15 >958 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.98 Vert(CT) -0.21 14-15 >591 240 BCLL 0.0 Rep Stress Incr YES WB 0.37 Hom(CT) -0.02 10 n/a ma BCDL 5.0 Code FBC2017/TPI2014 Magill Weight: 86Is FT=20%F, 11%E LUMBER - TOP CHORD 2x4 SP No.2(0at) BOTCHORD 2x4SPNO.I(gal) WEBS 2x4 SP No.3(flal) BRACING. TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purling, except end verticals. BOT CHORD Rigid ceiling directly applied or 10.0-0 cc bracing. Except: 2-2-0 cc bracing: 15.16. REACTIONS. All bearings 56-14 except (jt=length) 10=0.2-14. (lb) - Max Grev All reactions 250 Ib or less at joints) 17,19 except 10=554(LC 4), 18=512(LC 8) FORCES. (lb) - Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 34=-839/0, 4-5=839/0, 5.6=-1224/0, 6-7=-1430/0, 7-8=1269/0, 8-10=642/0 BOT CHORD 17-18=0/425, 16-17=0/1224, 15-16=0/1224, 14-15=0/1224, 13.14=0/1479, 12-13=0/997 WEBS 5.16=0/498,4.17=0/285,5-17=.1082/0,3-18=529/0,3-17=0/522,6.14=0/281, 7-13=-305/0, 8-13=0/353, 8-12=.554/0, 10-12=0/777 NOTES. (7) 1) Unbalanced floor live loads have been Considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joints) 10. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-10d TO. 131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 6) CAUTION, Do not erect truss backwards. 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." sA' ai • No 39380 Ir CV .027N �'";.S�81NA11111111 Thomas A. Ill PE No.39380 MRek USA, Inc. FL Cert 6534 6904 Parke East BW. Tampa R. 33610 Date: June 23,2020 ®WARNING. Verity dvel9nparameters antl READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE All rev. 10101R015 BEFORE USE. Design valid for use ony won MRels® connecora. TMs design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must very the applicability of design parameters and properly Incorporate this design into the overall �• buildingdadgn. Bredng hyiceted a to preasnt buckling of individual Was web anllorchord members only, Additional temporary and panammant bracing Wek' Is always required for stability and to prevent collapse with possible personal injury and properly damage.. For general guidance regarding the fabrication. storage, deliveryry emotion and bracing of fusses and truss system,. see ANSUTP/r 0ue11y Criferfn, DS649 and SCSI Building Component 6904 Parke East Blvd.Sefey Infermatlon awaits from Truss Plate Institute, 218 N. Lee Street, Suds 312. Neaandda. VA22314, Tampa, FL 36610 Job Truss Truss Type Oty Ply T20540549 2309743 F12 Floor 1 =Refemnce optional) Builders First 6ource, Plant City, FL-32566. 1 3.4 ll 3x8 = 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jun 23 11:29:54 2020 Page 1 ID:Iki6xWIwIIWXGf6p7wl7aRzJxGR6HY SXwjlu52pbaZnbP4vTjsdNTmom7EHdoCr_z3Ptx = 7 3 3x4 II 3x8 = 4 Scale =1:8.1 Plate Offsets (X,Y)— [1:Edge,0-1-81 LOADING (pan SPACING- 1-4-0 CSI. DEFL. in (toe) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) 0.00 5 •••• 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.26 Vert(CT) -0.01 4-5 o,999 240 BOLL 0.0 Rep Stress [nor NO WB 0.20 Horz(CT) 0.00 4 n/a BIB BCDL 5.0 Code FBC2017/TPI2014 Malrix-P Weight: 20lb FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.t(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(fiat) BOT CHORD REACTIONS. (size) 5=10echanical, 4=Mechanical Max Grav 5=739(LC 1).4=546(LC 1) FORCES. fib) - Max. Comp./Max. Ten. -All farces 250 file) or less except when shown. TOP CHORD 1-5=-286/0 BOTCHORD 4-5=0/712 WEBS 2-4=-838/0, 2-5=838/0 Structural wood sheathing directly applied or 34-0 cc purtins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- (6) 1) Refer to girder(s) for truss to truss connections. 2) Load cases) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 3) Recommend 2x6 s6'ongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-1 Ed (0.131"X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 609 Is down at 2-0-8, and 509 to down at 0-8-8 on top chord. The design/selection of such connection devices) Is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6)'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 i as referenced by the building code." LOAD CASE(S) Standard Except: 1) Dead +Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (fall) Vert: 4-5=-7, 1-3=80 Concentrated Loads (Ib) Vert: 6=-509(F) 7=509(F) %,,o'OPSFAug49�,0 %%�.'•GENS No 39380 Off. 4401 Thomas A Alban! PE No.39380 MiTek USA, Inc. R. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 WARNING -Venly design paramolon and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI47473 re✓. 1010312015 BEFORE USE. Design valld for use only with MiTek® connectors. This design Is based onty upon parameters shown, and is for an individual building component, net a truss system. Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall buildingdeslgn. Brocinglndlcatedlstopreventbuckling ofindividualtrusawet,mWivchool members only. Additional temporary and permanent bracing MiTek' is always required for stabilityand to proved collapse with possible personal Injury and property damage. For general guidance regarding the fabdwton, storage, di addii0n and causing ofWsses and truss systems, see ANSVTPH Duality Chili DS649 and Best Building Component 6904 Parke East Blvd. Saratylydmr aUoD available more Truss Plate Institute, 218 N. Lee aimed. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jab Truss Truss Type Oty Ply T20540550 2309743 F13 Floor Supported Gable 1 1 Job Reference (optional) ouuueranrsraoutce, rlanr ury, rL-a4000, 1 1.5x3 It 3x4 = ti 9 Mar a ZUZU MI I eK IDGUSVIeS, Inc. I us Jun Z3 11:ZB:h4 ZUZU Page 1 ID:Iki6xNljwlM/XGf6p?wl7aRzJxGR-6HY SXwilu52pbaZnbP4vTj?UNVcopIEHEoCr_z3P(x 2 3.4 = 3 13x3 II Scale = I SA 4 3x4 = 3-5.12 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Moll Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) life - nfa 999 MT20 2441190 TCDL 20.0 Lumber DOL 1.00 BC 0.14 Vert(CT) ma - We 999 SCLL 0.0 Rep Stress Ina YES WE 0.05 Horz(CT) 0.00 4 nfa life BCDL 5.0 Code FBC20171TPI2014 Mai Weight: 191b FT=20%F, 11%E LUMBER- BRACING. TOP CHORD 2x4 SP No.2(6at) TOP CHORD Structural wood sheathing directly applied or 3-5-12 oc purlins, SOT CHORD 2x4 SP No.2(0ai except end verticals. WEBS 2x4 SP No.3(f at) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Size) 5=3-5-12, 4=3-5-12 ' Max Only 5=218(LC 1), 4=218(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- (5) 1) Gable requires Continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 Go. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 ac and fastened to each truss with 3-1Ed (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)'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 cede." 1,1111111111///.,I,A.' -4ONS GEIVS�.;926.�r No 39380 ,C�s O R 4 Q P N S�ONALE�1��. g/hrnu1110% Thomas A. Albanl PE No.39380 MRek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 wARNING-Vai design Parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE AM 7473 mv. 10/03/2015 BEFORE USE. Design valid far use only, with MITeM connectom. This design Is based only upon parameters shown, and is for an individual builtling component, not ��• a Imes System. Before use, the building designer must verify the applicxbilily of design parameters and property incorsorate Ina design me the overall buildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addhi40al temporary and permanent bracing M!Tek' is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fabrication. storage ,delivery,election and trading of trusses and truss systems, see ANSI overfly Gdeda, DSB49 and BC51 Beflding Campenenf 6904 Parke East BIM. Se"Informaflon available from Tress Plate Institute, 219 N. Lee Sheat Suite 312, A1exardra, VA22314. Tampa, FL MIS Job Truss Truss Type Oly Ply T20540551 2309743 HJ01 Diagonal Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566. 8,240 s Mar 92020 MiTek Industries. Inc. TUB Jun 231129:562020 Scale=116.8 166 73x4 = 1-4-10 9 6-G-1 10-5-3 1-d-10 0-i P15 i 4.0.9 4-1-1 Plate Offsets (X,Y)— 11:0-6-2,0-0-11 15:0-0-11 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Joe) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.76 Vert(LL) 0.15 5-6 >657 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.71 Vert(CT) -0.17 5-6 >578 180 BCLL 0.0 ' Rep Stress Incr NO WE 0.63 Hor2(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 37 He FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-1-4 Do purling. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-84 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-10-9 except Ut=length) 3=Mechanical, 5=11illechanical. its)- Mal 1=159(LC20) Max Uplift All uplift 100 lb or less at joints) 7 except 1-63914), 3m-192(LC 4), 5=-370(LC 4) Max Grav All reactions 2501b or less atjoint(s) 7 except 1=789(LC 1), 3=309(LC 1), 5=474(LC 1), 1=789(LC 1) FORCES. (lb) -Max. Camp./Man. Tens -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1849/1185 BOTCHORD 1-7=-1262/1773,6-7=-1263/1776,5-6=-1271/1781 WEBS 2-5=1797/1279 NOTES- (8) 1) Wnd: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf BCDL=3.Opsf; h=18ft; B=45ft; L=2411; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); 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 nonconcurrenl 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 rd 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 100 to uplift at joint(s) 7 except gl=1b) 1=639,3=192,5=370,1=639. 6) Hanger(s) or other connection devices) shall be provided sufficient to support Concentrated loads) 46 to down and 57 lb up at 2-10-11, 24 to down and 24 lb up at 2-10-11, 69 He dawn and 107 lb up at 5-8-10, 13D lb down and 1631b up at 5-8-10, and 921b down and 41 He up at 8-6-9, and 195 lb down and 2441b up at 8-6-9 on top chord, and 19 Ito down and 261b up at 2-10-11, 25 lb down and 4516 up at 2-10-11, 22 Ib down and 15 lb up at 5-8-10. at 5-8-10, and 52 Ib down and 168 he up at 8-6-9, and at 8-6-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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." LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-90, 7-8=20, 4-7=20 Concentrated Loads (Ib) Vert: 13=-81(F) 14=-284(F=191, B=-92) 15=12(F=-19, B=32) 16=-9(B) 17=20(B) P.S, A No 39380 lk , W'0 ..;SS/0NA; E��f, Thomas A Al PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 ®WARNING -Vmii minion parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1OV312015 BEFORE USE. sawas Design valid for use only with Wave connectors. This design Is based only upon parameters shown, and is far an individual building component, not a truss system. Before use, the building designer must very the applicability of design parameters and property incorporate this design into the overall .1Y�• bull0ingdesign. Bracing indicated IS to prevent buckling ofmdividual truss use and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, Storage, delivery, Arai and bracing oftmsses and truss Systems, me ANSVrPil Duality Cetera, DSB49 and SCSI Building Component 6904 Parke East give. Saletylnlormatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alaundria, VA U314, Tampa. FL MID Job Truss Truss Type Div Ply T20540552 2309743 HJ02 Diagonal Hip Girder 1 1 Jab Reference (optional) Builders First Source, Plant Cily, FL-32566, 8,240 s Mar 9 2020 MiTek Industries, Inc. Tue Jun 2311:29:57 2020 Page 1 ID:Iki6xWwIIWXGf6p7wl7aRzJxGR-XsE64ZybbpTcg2J8SjynX5LXZaYd79rh b1 sRJz3Ptu 4 3x4 = Scale =1:7.8 1; R Plate Offsets(X,Y)— f1:0-10-6,0-0-7111:0-2-00-0-81 LOADING Ups) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TO 0.15 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.06 VerI -0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 H0a(CT) -0.00 2 n/a n/a BCOL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 1216 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 0.10-3 except (jt=length) 2=Mechanical, 3=Mechanical. (Ib) - Max Hoa 1=60(LC 20) Max Uplift All uplift 100 Ib or less at joints) 2, 4, 3 except 1=-336(LC 4) Max Grav All reactions 250 lb or less at joints) 2, 4, 3 except 1=310(LC 1), 1=310(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; VUIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psF BCDL=3.Ops1; h=18f1; B=45ft; L=24f; eave=4fl; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); 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 20.0psf 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 1001b uplift at joint(s) 2, 4, 3 except 0=11) 1=336, 1=336. 6) Hangens) or other connection device(s) shall be provided sufficient to support concentrated loads) 22 to down and 241b up at 2-10-11, and 22111 down and 241b up at 2-10-11 on top chord, and 26 Ib tlown and 42 He up at 2-10-11, and 26 lb down and 42 IS up at 2-10-11 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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." LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90, 4-5=-20, 3-4=-20 Concentrated Loads (Ib) Vert: 10=57(F=29,B=29) PA S !A<e .•'\DENS No 39380 ��•• F l•�6/: ,'OAF •. C O R Thomas A. Alban) PE No.39380 li USA, Inc. R. Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 ,&WARNING -Venn, d.slgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-0473 rev. 10/0312015 BEFORE USE. • Design valid far use any with MTekIDconnectors. This design Is based only upon parameters shown, and is for an Individual building component, not a Mas system. Before use, the building designer must very the applicability of design parmeters and properly Incorporate this design Into the overall buildingdesign. Bracing Indicated is to prevent buckling of Individual trussweb and/or aided members only. Additional temporary, and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding Me fabrication, starage,dellyery, erection and bracing of trusses and Was systems,see ANSI?Plf Quality Cdroda, DSB49 and Best Building Component e904 Parke East 81W. Safety/nformatlen available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Ne mane, VA22i Tampa, FL 36610 Job Truss Oty Ply 7DI.i HJ03 Girder 2 1 Job Reference o tional al source, "on'ctry, rL- JLaeb, 6.240a Mar 92020 MiTek Industries, Ina Tue Jun 23 11:29:57 2020 Pagel ID:Iki6xWjwIIWXGf6p9w17aRzJxGR-XsE64ZybbpTcg2J8SIynX5LOCaSu79m_bisRJz3PW 1-11.3 12-3-9 4b-7 7-0-14 1-11-3 0-04i 2-2-15 2-8-7 Scale = 1:13.5 2.12 12 9 1� 3x4 = 1 I 3 10 3x4 = 0.71 12 4 3x4 Plate Offsets(XY)- 11:0-10-fi0-0-1i111:0.2-00.0.81 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TOLL 30.0 Plate Grip DOL 1.33 TC 0.62 Ven(LL) -0.02 5 >684 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.43 Ven(CT) -0.06 3-4 >953 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Hoa(CT) -0.01 2 fire n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Weight: 2116 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 0-10-3 except (jt=length) 2=Mechanical, 3=11illechanical. (lb)- Max Horz 1=108(LC 4) Max Uplift All uplift 100111 or less at joint(s) except 1=249(LC 17), 2=-184(LC 4), 4=-238(LC 4) Max Grav All reactions 250 IS or less at joint(s) 1, 2, 3, 1 except 4=300(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- (8) 1) Wind: ASCE 740; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=2411; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional): 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 nonconcurrenl 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 249111 uplift at joint 1, 184111 uplift at joint 2, 238 Ib uplift at joint 4 and 249 Ib uplift at joint 1. 6) Hanger(s) or other Connection devices) shall be provided sufficient to support concentrated Ioad(a) 42 Ib down and 63 lb up at 4-3-11, and 42 Ib down and 63 Ib up at 4-3-11 on top chord, and 4111 down at 4-3-11, and 4 111 down at 4-3-11 on bottom chard. The design/selection of such connection devices) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 TP11 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=90,4-5=.20, 3-4=-20 No 39380 0 01 a'��.S10NA� E?���, Thomas A Albanl PE No.39380 MiTek USA, Inc. FL Celt 6634 6904 Padre East Blvd. Tampa R.33610 Date: June 23,2020 &WARNING -Venor tlesign paramelwa and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 114117473rev. 1Wn312016 BEFORE USE. Design valid for use only with MITeNs connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall buildingdeago. Bracing Indicated late prevent budding of Individual twos web and/or chord members only, Addilianal temporary and permanent bracing MiTek" is always required for Stability and to prevent collapse wish possible personal injury and properly damage. For general guidance regaming Me fabrication,storage, delivery, eredion and bracing of busses and Mass systems, see ANSUTP/i Duallry Crireda, DS049 antl SCSI Building Component 691 Parke East Blvd. Safetylnfonnmion available from Tmss Plata Instaule.219 N. Lee Rmef Suite 312, Alexandra, VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T20540554 2309743 HJ04 Diagonal Hip Girder 1 1 Jab Reference (optional) Builders First Source, Plant City, FL-32566, 8,240 s Mar 9 2020 MTek Industries, Inc. Tue Jun 23 11:29:58 2020 Page 1 ID:IkiBxWIwllWXGf6p4wl7aRzJxGR-72oVHuzDM7bTICuKODT04JufY_rfkG5gCFmD_Iz3PH Sure = 1:10.8 I21a 1-1-14 1-10-11 1-11r0 54-14 1-1-14 04-13 6 - 4 3-5-5 Plate Offsets (X,Y)— (1:0.7-5,0-0-71, ry:0-1-0,0-0-81 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc)/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.33 Verl(LL) 0.03 5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.20 Verl(CT) 0,03 5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 H0a(OT) -0.01 3 n/a n/a BCOL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 161b FT=20% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0.8-0, 2=Mechanical, 3=Mechanical Max Hart 2=92(LC 17) Max Uplift 1=-357(LC 4), 2=10l) 4) Max Grav 1=386(LC 1). 2=152(LC 1), 3=69(LC 3) FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 54-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf; h=181 B=45ft; L=24ft; eave=4iF Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional): Cantilever left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This tmss 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 girders) for muss to truss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 357111 uplift at joint 1 and 100111 uplift at joint 2. 6) Hanger(s) or other connection deviCe(s) shall be provided sufficient to support concentrated load 41 Ib down and 56111 up at 3-2-11, and 41 lb down and 56111 up at 3-2-11 an top chord, and at 3-2-11. and at 3-2-11 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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." LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=90, 45=-20, 34=-20 �.`,�.�•.•'�GENS :?,yam'. No 393813 :SOT •,�S'`SI0NAIII, Thomas A Afti l PE No.39380 Il USA, Inc. R. Cart 6634 6904 Padre East Blvd. Tampa EL 33610 Date: June 23,2020 WARNING -Vwifydasig..para,nerersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIbTJTbe, IOIO 3015 BEFORE USE. Design valid for use only with Minek®ccnnectors. This design is based only upon parameters shown, and Is for an indiNdual building component not a truss system. Before use, the building designer must verl applicability of design parameters and property incorporate Nis design Into the overall bulldiligdeslgn. Breeng indicated is to prevent buckling oflndriidual truss web andfor chord members only. Additional temporary and permanent bracing M!Tek• Is always required far stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. election and bracing 0 trusses and truss system, see ANSIATPH Duality CrReda, MB49 and BCS1 Buffering Component 6904 Parke East Blvd, Safetylnlormmlon available from Tmss Plate Institute, 218 N. Lee street Suite 312, Alexandra, VA22314. Tampa, FL 33510 Job Truss Truss Type City Ply T20540555 2309743 HJOS Diagonal Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jun 23 11:29:59 2020 Page 1 ID:lki6xWjjwll WXGf6p7wl7aRzJ%GR-TEMtVE_r7QkKvMT Wa8_FcWQmCO21TOazRvWzWCz3Pts kRR mvxl I 1-s-6 I z-Gil I s-na I s-1-n I&T-ll ! 1-94i 0.9-5 3-d-12 12-d OA-0 Plate Offsets (X,Y)— (1:1-0-13,0-0-31 (1:0-4-4 0-0-81 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (Joe) I/deg Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.53 Veii 0.38 5-10 >298 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.82 Vert(CT) 0.34 5-10 >330 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.24 Hoa(CT) -0.02 3 File n/a BCOL 10.0 Code FSC2017/TPI2014 Matrix-MSH Weight: 321b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SO No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-1 Oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-3 oc bracing. WEBS 2x4 SPNo.3 REACTIONS. (size) 1=1-6.10, 3=Mechanical, 4=Mechanical Max Horz 1=104(LC 4) Max Uplift 1=719(LC 4), 3=-61(LC 5). 4=-454(LC 5) Max Grav 1=666(LC 1), 3=75(LC 17), 4=397(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-800/693 BOT CHORD 1-5=-744/768 WEBS 2-5=-837/811 NOTES- (8) 1) Wnd: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf; h=18ft; B=4511; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi iri MWFRS (directional); cantilever left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 his truss has been designed for a 10.0 last bottom chord live load nonconcurrent th any other ilive TThis f f '�o,� truss has been designed fora live toad of 20. ps act 3) the bottom chord In all areas where arectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. A� I, �- f"^P` g 4)Refer to girder(s) for truss to truss connections. `� \V'.......�e O��•• E•9,j,L 5) Provide mechanical connection others) of truss to bearing 719 lb 1, Ib S• : VF••, �� (by plate capable of withstanding uplift at joint 61 uplift at joint �� 3 and 4541b uplift at joint 4. NO 39380 6) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated loads) 58 Is down and 101 Ib up at 5-5-1, and 39 Its down and 64 Its up at 5-9-7, and 82 Its down and 1441b up at 7-8-12 on lop chord, and 271b down and 71b up at 3-1-6, 28 Its down and 18 Its up at 5-5-1, and 121 Ib down and 62 he up at 5.9-7, and 46 Its down and 5316 up at 7-8-12 on bottom chord. The design/selection of such Connection devices) is the responsibility of others. r "O 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), 8) "This manufactured product is designed as an individual building component. The suitability and use of this Component for any r9O • • �[(/` ,���� P•LOA: particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." •••• O R 1 Q ��0 A+ N A11,, 1)DeDad Roof)Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 ,00%% Uniform Loads (plD Vert: 1-3=90, 4-6=-20 Thomas A. Alban! PE No.39380 Concentrated Loads (lb) MiTek USA, Inc. R. Cart B634 Vert: 12=-2(B) 14=-36(B) 16= 27(B) 17=-28(B) 18=41(F) 19=-46(B) 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 ®WARNING-Verifydesigo paramelers and READ NOTES ON THIS AND INCLUDED MIT EH REFERENCE PAGE Mil-7473 rev. 1010312015 BEFORE USE. Design valid for use onlywhh MITek®connacto s. This den ign is based only upon Parameters shown, and is for an individual building component, not my a truss system. Before use, the building deaigrermust vIthythe applicability old ign parameters and pmpedy incorporate this design lnfothe overall buildingdosign. Bracing Indicated js to prevent buckling Mindividual truss web mayor chard members only. Additional temporary and permanent bracing WOWis always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding 0e fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTF11 Quality CNrede, DSB49 end SCSI Building Component 6904 Parke East Blvd. Sefetyln0rmegdd available from Truss Plate magirri 218 N. Lee Street, Suite 312, Alexandria, VA22314, Tampa, FL 36610 Job Truss Truss Type City Ply T20540556 2309743 T01 ROOF SPECIAL GIRDER 1 L Job Reference (optional) Source, Plant City, FL-32566. 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jun 23 11:30:01 2020 Scale = 1:40.0 3. DO 12 Dart MT20HS = gas = 6xl2MT20HS = 3 4 8x14 MT20HS = 8x14MT20HS = 11 Sal MT20HS = 3x12 MT20HS = 3x8 O 1.00 12 4x10 MT20HS = 1-09 1-e-0 5-sit 9-10-8 I 11-7A 11-5-9 Ill 18-3-7 I 22L-0 1 4-1-] 4-1-2 1-?0 0-{I-1 3-]-15 2-10-15 4-2-9 Plate Offsets (X V)- [1:0-3-6 0-1-8] [4:0-0-0 Edgej [5:0-8-12 0-2-121 [9:0-6-0 0-3.12[ [10:0-7-0 0.3-81 [11:0.5-00-0.71 LOADING (psr) SPACING. 2-0-0 CSI. DEFL. in (Joe) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.96 Vert(LL) 0.68 9 >370 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.91 Vert(CT) -0.90 9 >279 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr NO WB 0.72 Horz(CT) 0.25 7 n/a Bile BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 186 lb FT=20% LUMBER. BRACING. TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. 3-4,4-5: 2x4 SP NQ.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 31 -Except' 10-11: 2x4 SP No.1, 9-10,8-9: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. (lb)- Max Hom 1=-64(LC 6) Max Uplift All uplift 100 It, or less at joint(s) except9=2368(LC 8), 7=-1632(LC 8). 11=-1082(LC 1) Max Grav All reactions 2501b or less at joint(s) except 1=3511(LC 1), 7=2626(LC 1), 11=825(LC 8), 1=351l(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ile) or less except when shown. TOP CHORD 1-2=-9060/5671, 2-3=-9703/5982, 3-4=.9692/6008, 4-5=12799/8019, 5.6=.12561/80011 6-7=-12717/7996 BOT CHORD 1-11=-5356/8615, 10-11=-5373/8645, 9-10=-7892/12837, 8-9=.6966111230, 7-8=-7685/12298 WEBS 5-9=-1039/1784,5-8=-1357/2038,3.10=-2469/4036,4-9=-513/451, 4-10=.4182/2709, 6-8=-603/650, 2-10=-784/1268 NOTES- 13 ```,``, PS1 Af� .44 1) 2-ply truss tobeconnected together with 10d (0.131'13") nails as follows: e,921�ii : V :` •••, �� Top chords Connected as follows: 2x4 - 1 row at D-7-0 Do. ` Bottom chords Connected as follows: 2x4 - 1 row at 0-9.0 00, 2x6 - 2 rows staggered at 0-7-0 oc. No 39 380 Webs connected as follows: 2x4 - 1 row at 0.9-0 do. 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, C 3) Unbalanced root live loads have been considered for this design. "0 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps1; BCDL=3.Opsf h=18ft; B=45ft; L=241b eave=oft; Cat. •-• �(/ ••, II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 �[/ �� A Q;: 5) Provide adequate drainage to prevent water pending. �i�C� O R � Q 6) All plates are MT20 plates unless otherwise indicated. . a. SSA • • • • •�N 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurcent with any other live loads. ' ,�� i.11 NA 8) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0 � ����.� will fit between the bottom chord and any other members. 9) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity Thomas A Alban! PE No.39380 capacity of bearing surface. MIek USA, Inc. FL Cart 6634 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23681b uplift at joint 1, 16321b uplift at 6904 Parke East Blvd. Tampa FL 33610 joint 7, 10821b uplift atjoint 11 and 2368 lb uplift atjoint 1. Date: 11) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward June 23,2020 ®WARNING- Verify easign paran,erors and READ NOTES ON THIS AND INCLUDED MITTEN REFERENCE PAGE MIIJ473 rev. 101OV2015 BEFORE USE. Design valld for use only with MiTekroad ® connectors. This design Is based only upon parameters shown, and is lon indiNdual building component, net almsssystem.Before use, the building designer must verify Ne applicability of design parameters and properly incorporate Nis design into the overall buildingdesign. Bracing Indicated is to prevent buckling ofladAdual truss web andlor share members only. AddltionaltempomnandpemlaneMbmeing MiTek' s always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the recreation, storage, delivery,eredion and bracing oftrusses and Vusrsystems,sea ANSUTPIi Quality Canada, OSBA9 and Best Building Component 6904 Parke East Blvtl. Safetylnfurmadon available food Truss Plate institute. 210 N. Lee Street. Su0e312,A1exandrid�VA22314. Tampa, FL 36610 Job Tvss uss yp Qty Ply ITROOFTSPeECIAL T20540556 2309743 T01 GIRDER 1 4y L Job Reference (optional) butimers first Source, Plant City, FL - Koss, 8.240 s Mar 92020 MiTek Industries, Inc. Tue Jun 23 11:30:012020 Paget ID:Iki6xVMwIIWXGf6p7wl78RZJ%GR-PCTdww96e2 29gdvhZlkhxWOyBiGxoZGuD94a4z3Pto NOTES- (13) 12) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 13791b down and 8631b up at 11-0-12, and 300 lb down and 201 Ib up at 13-0-12, and 91416 down and 695 lb up at 15-0-12 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 13)'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 i as referenced by the building code." LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1-3=90, 3-4=90, 4-5=90, 5-7=90, 11-12=-20, 10-11=-20, 9-10=20, 8-9=-20, 8-16=-20 Concentrated Loatls(Ib) Vert :20=-1379(F)21=-300(F)22=-914(F) WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rov, IOM312015 BEFORE USE. Design valid for use only with MTek®comedors. This design is based only upon parameters shown, and is for an Individual building Component, not a truss system. Before use, the totalling designer must very, the applicability of design parameters and properly Incorporate Nis design into the overall ..Y� building design at Bracing indicated Is to prevent binding d Individual truss web andhr chord members only. Additional temporary and permanent bracing We[( is always required far stability and to prevent Collapse with possible personal injury and poverty damage. For gene al guidance regarding vie fabdemon,storage,deliver,eredion and bracing oftrusses and time systems,see ANSUTPU Quality CHI DSB49 and SCSI Building Component adds Parke East Blvd Saretylnfomn0tlon available from Truss Plate Institute, 218 N. Lee Street, Sute 312, Nexandda, VA 22314. Tampa, FL 36610 Job Tn=ss Truss Type Oty Ply T20540557 2309743 T02 Hip 1 1 Job Reference loplionag builders First Source, Plant City, FL-32566, 8.240 is Mar 9 2020 li Industries, Inc. Tue Jun 23 1130.02 2020 XrfFnNv17.RvIvCR1n107G04P1 RvmnR9PrV79.'rIy Pn1 er1TLd9 Scale=139.3 46 = 30D 12 44 = A 8 3x8 = 1.a0 12 4xtOMT20HS = 3x8 = 141-0 ,1-8-0 68-0 I ML7 10- -8 L__ 22b-0 a�1 a.a.n I a1-n I Plate Oftsets(X,Y)- II:D-2-00-0-6j I6:0-0-00-1-101 f8:0-3-003-4119:0-5-0D-0-71 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdeft Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.79 Veri(LL) 0.49 7-8 >506 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.93 Vert(CT) -0.74 7-16 >339 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WE 0.33 Hom(CT) 0.22 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight: 861to FT se 20% LUMBER - TOP CHORD 2x4 SP M 31 'Except' 3-4: 2x4 SP No.2, 4.6: 2x4 SP No. t BOT CHORD 2x4 SP No.1 *Except* 7-8: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied. REACTIONS. All hearings 0-8-0. (lb)- Max Horz 1=-65(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) except 1=1130(LC 12), 6=670(LC 12), 9=328(LC 1) Max Gmv All reactions 250111 or less atjoint(s) except 1=1598(LC 1), 6=1191(LC 1), 9=341(LC 12), 1=1598(LC 1) FORCES. (Ib) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3968/3063, 2-3=-3576/2641,3-4=-3482/2636,4-5=4084/2954, 5.6=-4800/3516 BOT CHORD 1-9=-2873/3749, 8-9=-2883/3765, 7-8=-2402/3512, 6-7=3340/4641 WEBS 44=-608/915, 5-7=790/709, 2-8=-418/485, 3-8=-316/483 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Wheal70mph (3-second gust) Vasd=132ni TCDL=4.2psf; BCDL=3.Opsf; h=1811; 13=4511; L=2411; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; M WFRS (directional) and C-C Exlerior(2) 0-1-8 to 3.13, Intedor(1) 3.1-8 to 10.0-3, Extenor(2) 1D-0-3 to 16-8-11. Interior(1) 16-8.11 to 2280 zone; cantilever left and fight 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 6 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1130 111 uplift at joint 1, 670111 uplift at joint 6, 328111 uplift at joint 9 and 1130111 uplift at joint 1. 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." �MPc E N S No 39380 IZ ••.OR1�. ... E?Cae. Thomas A Alban] PE No.39380 MiTek USA, Inc. FL Gen 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE WF7473 rev. 1010312015 BEFORE USE. wesses Design valid for use only with MiTeMD Dinosaurs. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must vedfy the applloablliy of design parameters and properly incorporate Nis design Into the overall l buiidingdeslgn. Bracing indlcatedIstoprevent budlingofindiNdualtruss web and/or chord members only Addtlioreatemporary and permanent bracing MiTek' Is always required for stability and to prevent collapse win possible personal injury and property damage. For general guidance regarding 0e houremor,Storage, delivery, erection and Indoor of trusses and truss systems, see ANSVITH Quality Cdroda, DSB49 and SCSI Building Component 6904 Palle East Bled. Safetylnfewrind n available from Truss Plate Institute, 218 N. Lee Sai Suite 312, Auesura s, VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply T20540558 2309743 T03 Scissor 10 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8,240 s Mar 9 2020 MiTek Industries, Inc. Tue Jun 2311:30:03 2020 Scale =1:M 6 4xe = 3.00 12 g 3x8 = 3x6 = 1.00 12 4x10MT20HS = i-OA 1-8-0 64}8 11-9-0 1fi-541 224i-0 1-0-0 -8-0 5-0-8 5-049 4-8-11 6A5 Plate Offsets (X,Y)-- (1:0-1-12,0-0-21 f8:0-5-0,0-0-71 LOADING last) SPACING- 2-0-0 CSI. DEFL. in (too) I/deg Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.88 Vert(ILL) 0.50 6-7 ,502 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.99 Vert(CT) -0.85 6-15 >293 180 MT20HS 187/143 BCLL 0.0 Rep Stress lncr YES WB 0.41 Horz(CT) 0.21 5 n/a BIB - BCDL 10.0 Code FSC2017/7PI2014 Matrix-MSH Weight: 851la FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31'Except* TOP CHORD Structural woad sheathing directly applied or 1-11-7 oc purlins. 3-5: 2x4 SP No.t BOT CHORD Rigid ceiling directly applied. BOT CHORD 20 SP No.t WEBS 20 SP No.3 REACTIONS. All bearings 0-8-0. (lb) - Max Harz 1=-73(LC 10) Max Uplift All uplift 1001b or less at joints) except 1=860(LC 12). 5=-661(LC 12), 8=-151(LC 1) Max Grav All reactions 250 lb or less atjoint(s) 8 except 1=1427(LC 1), 5=1165(LC 1). 1=1427(LC 1) FORCES. fib) - Max. Comp./Max. Ten. -All forces 250(to) or less except when shown. TOP CHORD 1-2=-3884/2513, 2-3=-3817/2597, 3-4=-3636/2391, 4-5=-4701/3135 BOT CHORD 1-8=-2338/3673, 7-8=-2341/3681, 6-7=-1966/3218, 5-6=-2951/4549 WEBS 2-7=-313/298, 3-7=-475/775, 3-6=-635/1148, 4-6=-1153/885 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCOL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-8 to 3-1-8, Interfor(1) 3-1-8 to 11-3-0, Exterior(2) 11-3-0 to 14-3-0, Inleriohl) 14-3-0 to 22.6.0 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 pal bottom chard 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) Bearing at joint(s) 5 Considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 860 Is uplift at joint 1, 661 Ib uplift at joint 5, 151 lb uplift at joint 8 and 8601b uplift at Joint 1. 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 builtling designer per ANSI TPI 1 as referenced by the building Code." ♦♦♦♦OoPS1 A.���e',,' �4% V�CENSF 92�,! No 39380 ir O: k :'�4/' • < O Cj���♦ Thomas A. Albert PE No.39380 li USA, Inc. R_ Gent 6634 ' 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 ,&WARNING -Vedlx design Parameters andREAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PACE me 7473 rev. 10,024015 BEFORE USE. Design valid for use only with MRels8connecors. This design Is based only upon parameters shown, and is for an Individual builtling component, not a truss system.Before use, the bullding designer must wily the appllcabiliy ofdesign parameters and properly incorporate this design into the overall buildingdesigo. Bracing adkated is to prevent buckling of lndivldual truss web andfor chard members only. Additional temporary and pemlanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and prepe,y damage. For general guidance regarding the fabrication, storage, delivery emotes and bracing of trusses and truss systems, see ANSM11 Quality Canada, DS949 antl SCSI Building Component 691 Parke East Blvd. Sa/efykahme erin0 available from Truss Plate Institute, 218 N. Lee Street, Suhe 312, Alexandra, VA22314. Tamps, FL 36610 Job Tmss Truss Type Div Ply T20540559 2309743 T04 11 Roof Special 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 92020 MiTek Industries. Inc. Tue Jun 23 11:30:04 2020 Scale=1:39.3 3.00 12 5x6 = 17 1.50 12 cr:>B a ex8 = a 50 12 31 _ 5x6 = 4x1DMT20HS = 1.G0 12 1-0-0 1-&0 8-04i 12-10-9 22-6-0 1-0O -8-0 214E 4433 9-7-7 Plate Offsets (X Y)— [1:0-3-9 Edoe1 [5:D.3-7 D.0.51 [8:0.5-0 0-0-71 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (too) Vdeft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.91 Vert(LL) 0.52 6-7 >482 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.95 Vert(CT) -0.80 6-15 c,313 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Ina YES WB 0.35 Horz(CT) 0.23 5 n/a Na BCDL 10.0 Code FBC2017/7PI2014 Matrix-MSH Weight: 84111 FT=20% LUMBER - TOP CHORD 21NI SP No.2'Except' 1-2: 2x4 SP M 31 BOT CHORD 2x4 SP No.1'Except* 6-7: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING. TOP CHORD Structural wood sheathing directly applied or 1-8-7 oc purlins. BOTCHORD Rigid ceiling directly applied or 2-2-0 GO bracing. REACTIONS. All bearings 0-8-0. (Ib) - Max Horz 1=-66(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 1=-893(LC 12), 5=-662(LC 12), 8=-336(LC 18) Max Grav All reactions 250 lb or less aljoinl(s) 8 except 1=1556(LC 1), 5=118911), 1=1556(LC 1) FORCES. (Ib) -Max, Comp./Max. Ten. -All forces 250 (Ib) or less except when shaven. TOP CHORD 1-2=-3970/2548, 2-3=-3797/2564, 3-4=-3953/2602, 4-5=4856/3246 BOT CHORD 1-8=-2346/3749, 7-8=-2354/3763, 6-7=-2166/3492, 5-6=3063/4700 WEBS 3-7=-311/541, 3-6=-541/970, 4-6=-990/777 NOTES. (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; III Bft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-8 to 3-1-8, Interior(1) 3-1-8 to 12-3-5, Exterior(2) 12-3-5 to 15-3-5, Inlerior(1) 15-3-5 to 22-6-0 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 5 Considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 893 to uplift at joint 1, 662 IS uplift at joint 5, 336 Ib uplift at joint 8 and 893 Ib uplift at joint 1. 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." ,,�` ��.•�\G E NSF•; 9•l/, ���i No 39380 ..N00 Al Thomas A. Albaml PE No.39380 MITek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 ®WARNING -V.1iry design paramelers and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 111114473 rev. IO/0312af5 BEFORE USE. Design valid for use only wdh Mrei connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a toss system, Before use. the budding designer must verify the applicability oPoeslgn parameters and properly Incorporate this design into the overall buiidingdeslgn. Bracing Indicated is to prevent buckling of individual Suss web andlor chord members only. Manorial temponery and permanded bracing MiTek' Is always re,dredror stabid,Snot. prevent cotiaposwnh passible personal Injury and property damage. For general guidance regarding the fabrication, storage.delivery, erection and bracing oftheses and muss systems. see ANSIERN Quality Crotch, DSB49 and Both Building Component 69N Parke East Blvd. Satetylntoneadon available from Toss Plate Institute. 218 N. Lee Street Suite 312, Alexandra, VA22314. Tampa, FL 36610 Job Truss Truss Type Cry Ply T20540560 2309743 T05 Root Special Girder 1 7 Job Reference (optional) Builders First Source, Plant City, FL-32566, 6.240 s Mar 92020 MrTek Industries, Inc. Tue Jun 2311:30:052020 Page 1 ID:Iki6x Wtwll WXGf6p?wl7aRzJxGR-IOj8ll2ciGUUdHwgwP5gsngiSoSutdesprzHja3Ptm 1-8-0 4-8-3 Mi-11 13-5-0 156-10 226-0 16-04L1A 4-0-0 2-0.5 7.06 Scale=1:39.5 1.50 12 4x10 MTZOHS 2x4 i 4.6 = 20 4 5 10 3x8 % 1.00 12 sett MT20HS = 6xl2 MT2OHS = 4x6 = 050 12 1-0-0 1-8-0 4-10-1214-06 226-0 1-0-0 6-0 3-2-12 4-2-0 4-116 8-5-10 axe = Plate Offsets(X,Y)- [1:0-5-3,0-1-81,[4:D-5.0,0-1-131,[6:0-2-7,0-0-51,[10:0-6-0,0-0-81 LOADING goat) SPACING- 2-0-0 CSI. DEFL. in floc) Vde8 Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.93 Vert(LL) 0.50 8-9 >497 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.80 Vem(CT) -0.75 8-9 >334 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress [nor NO WB 0.65 Hoa(CT) 0.20 6 hill n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 88 He FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31'Excepl' TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc puffins. 2-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-7-2 oc bracing. BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. (to)- Max Hom 1=-59(LC6) Max Uplift All uplift 1001b or less atjoint(s) except 1=-587(LC 4).6=-680fLC 8), 10=-328(LC 8) Max Grav All reactions 2501to or less atjoimfs) except 1=843(LC 17), 6=1183(LC 1), 10=630(LC 38), 1=841(LC 1) FORCES. (Ib) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3758/2162, 2-3=-3658/2154, 3-4=5067/2952, 4-5=4594/2525, 5-6=4939/2766 BOT CHORD 1-10=-2002/3541, 9-10=-1998/3537, 8-9=-2788/5014, 7-8=-2091/4027, 6-7=2612/4775 WEBS 2-9i 50/433, 4-7=565/1191, 5-7=650/538, 3-9=1661/810, 3.8=-375/340, 4-8=-858/1411 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu[t=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load 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) Bearing at joint(s) 6 considers parallel to grain value using ANSI?PI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 9 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 1, 68016 uplift at joint 6, 3281b uplift at joint 10 and 5871b uplift at joint 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1021b down and 118 lb up at 4-8-8, 114 lb down and 1361b up at 5-9-8, and 1541b down and 172 Ib up at 8-1-4, and 117 Ib down and 138 Ib up at 10-4-1 on top chord, and 23 lb down at 4-10-11, 28 lb down at 5.9-8, 471to dawn at 8-1.4, and 37 lb down at 10-4.1, and 361 Ib down and 188 IS up at 12-7-13 on bottom chord. The design/selection 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 (8). 10) '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 cotle." LOAD CASE(S) Standard p�PSFAfIq<'e,,0 i No 39380 ONA%E���� 111111110 Thomas A. Alban! PE No,39380 Mrfek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 &WARNING -Venty design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14I1-I4I3rev. 10/031205 BEFORE USE. ��®® Design valid for use any with MITeM connectors. This design Is based only upon parameters shown, and is fa an Individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate Nis design into the overall �tY� Iniddingdii ign. BracingIndicatedistopreventbucklingofindradualthuswebandeorchordmembersonly. Addelonaltemporary and permanent among MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general Guidance regarding the fabdaagon, storage, delivery. Seeing and bracing of tmsies and truss Systems, see ANSVi Quality Laredo, Di and SCSI Building Component 6904 Parke East Blvtl. SareryledormMion available from Truss Plate Institute, 218 N. Lee Street, Suite 312, A sedan ia, VA 22314. Tampa, FL 36610 Job Truss Truss Type 0ty Ply T2o54a56o 2309743 T05 Roof Special Girder 1 1 Job Reference (optional) Builders First Source, Plant City, Ft. -32566, LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plq Vert: 1-2-90, 2-4=-90, 4-6=90, 1D-11=-20, 9-10=-20, 7-9=-20, 7-15=-20 Concentrated Loads (lb) Vert: 1B=-45(B) 19=-85(B)20=-47(B) 21 =-12(B) 22=-24(B) 23=-1 7(B) 24=102(B) 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jun 23 11:30:05 2020 Page 2 ID:Iki6xVAjwll W%Gf6p7 17aRzJxGR-I018112ciGUUdHwgwPSgsngiSo5utdespaHjrz3Ptm ®WARNING - Verily dell1r pvamelers antl READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIIJ473 rev. 1003/3015 BEFORE USE. Design valid for use only with MiTeUb conneclars. This design Is based only upon parameters shown, and is for an individual building component, not my a truss system. Before use, the building designer must Andy the applicability of design parameters and property incorporate this design into the overall beldingdesign. Bracing indicated is to prevent buciding of lndividualtruse web andlorahord members only, Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with passible personal injury and property damage, For general guidance regarding Me fabrication, storage, delivez.e dion and bracng of busses and truss systems, see ANSIre1f Duality Cathode, DS849 and Best Sollars Component 6904 Parke East BNd. Sm"haroraboth n available from Truss Plate InsWute, 218 N. Lee Street, Suite 312, Ahma wide. VA22314, Tampa, FL 36610 Jab Truss Truss Type Oty Ply T20540561 2309743 T06 Half Hip Girder 1 1 Jab Reference Co dorsal uuncers vast source, Plant Sty, hL-32oub, 8.240 s Mar 92020 MTek Industries, Inc Tue Jun 23 11-30.07 2020 Pagel IO:IkrxV4wll WXGfGp?wl7aRzJxGR.EnruAz4sEukCIb432p88xCm37cnaLYw9H9SOokz3Ptk 1 14L0 44i1 1 2-7-9 1 10-0-0 1-&0 2-10.1 41-7 1-48 Scale = 1:19.3 1.W 112 Sri axis = axe = 4 1 1-00 1 14-0 4G1 e-9-0 1 10-0-0 141-0 0-&0 2-10.1 5 tin A.2d Plate Offsets (X,Y)- (1:0.38,0-0.21 I8:03-00-0-01 LOADING (pat) SPACING- 2-0.0 CSI. DEFL. in (too) Vdeff L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.66 Vert(LL) 0.16 6-7 >630 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.79 Vert(CT) -0.23 6-7 >434 180 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.03 5 Na n/a BCDL 10.0 Code FBC2017rrP12014 Matrix.MSH Weight: 43 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.1 'Except' TOP CHORD 3-4: 2x4 SP I BOTCHORD 2x4 SP No.1'Except* BOTCHORD 6-8: 2x4 SP M 31. 5-0: 2x4 SP No.2 WEBS 2x4 SP No.3 Structural wood sheathing directly applied or 2-10-9 Do purling, except end verticals. Rigid ceiling directly applied or S-0-2 oc bracing. REACTIONS. All bearings 04.0 except aWength) 5=11ilechanical. (lb)- Max Horz 1=161(LC8) MaxUplift All uplift 100 lb or less at joint(s) except 1=710(LC 4), 5=843(LC 4), 8=167(LC 1) Max Grav All reactions 2501b or less atjoint(s) 8 except 1=1176(LC 1), 5=1399(LC 1). 1=1176(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2672/1439, 2-3=A047/570, 3-4=984/586, 4-5=-1357/804 BOTCHORD 1.8=.1485/2517, 7-8=-1488/2527, 6-7=.1518/2587 WEBS 4-6=-1000/1682, 2-7=-247/508, 2-6=-1568/911 NOTES- (10) 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf, h=18ft; B=4511; L=2411; eave=4ft; Cat. II; Exp D; Encl., GCp1=0.18; MWFRS (directional); 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 fora 10.0 par 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 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 710 lb uplift at joint 1, 843 Ib uplift at joint 5, 167 He uplift at joint 8 and 710 Its uplift at joint 1. 8) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 128 lb down and 82 It, up at 3-1-12, 349 Ib down and 199 lb up at 5-1-12, and 363 lb down and 229 lb up at 7-1-12, and 498 IS down and 332 Ib up at 9-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) "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=1.33, Plate Increase=1.33 Uniform Loads (plq Vert: 1-3=90, 3-4=90, 8-9=20, 6-8=20, 5-6=20 C' , ENSF''9?'i No 39380 E:�`�, /1111111111\ Thomas A Alban] PE N8.39380 MITek USA Inc. FL Carl 6634 6904 Parke East Blvd. Tampa R. 33610 Date: June 23,2020 -nnnnuiph, on Dane 2 ®WARNING-Verlry design panmeres, and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MII4473 rev. 10,031015 BEFORE USE. Design va11d for use enywm bh MITak®Coeousol. This design Is based only upon parameters shown, and le for an Individual building component, not a truss system. Gardens use, the building designer must very, the applicability of design pammelem and propertyNwryorate this design Into the overall building design Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Adtlaional temporary and permanent bracing We[( Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Simi storage. dolivery, emotion and braAng V trusses and truss systems, see ANSI/TPI1 Quality Crrterle, DSB49 and SCSI Building Component 69M Parke East BIM. Safetylnfonnarlon available from Tmss Plata InstXNe, 218 N. Lee Slreel, Sude 312, Alexantltla, VA 22S14. Tampa, FL Seattle Job Truss Truss Type DIV Ply T20540561 2309743 TO6 Half Hip Girder 1 1 Job Reference (optional) br Ruuss' ream riry, r,-A,., LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 14=128(B) 15=349(1!1) 16=-363(8) 17=-498(B) B240 S Mar 9 2020 MITek Industries, Inc. Tue Jun 2311:30:07 2020 Page t ID:Iki6x W1wll WXGf6p7wl7aRzJxGR-EnRtAz4sEukCtb432p8BxCm37cnaLVw9H9S0okz3P* ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCEGAGE MI-7473ree N O.V2015 BEFORE USE. R Design valid foruse only wait MRekIDwnnMors. This design is based only uPa. parameters shown, it is We. Individual building component, not �e a truss system. Before use, 0e bullding designer must sandy the appllaxbility of design parameters and properly Incorporate This design Into the overall ■ building design. Bracing indicated is to prevent buckling ofindividual truss web arbor chord members only. Adddional temporary and pwroment bommil pqT IYI)1Qk• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storag,delivery, erection and bracing of mssses and Voss systems. see ANSf?P11 Quality (Intend, DSB49 and BCS1 Building Component Salorylnlprmat1lon av flable from Tmss Pine Inatduie, 21e N. Lee &mil, Sube 3Pd Alexandra, VA22314. Best Parke Fast BIM. I Tampa. FL 36610 Job Truss Truss Type Oty Ply T20540562 2309743 T07 Half Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Mar 9 2020 MTek Industries, Inc. Tue Jun 2311:30.07 2020 Page 1 I0:Iki6xWjwl=G6p? i7aRzJxGR-EnmAz4sEukCtb432p8BxCm4Vcm1 Ldh9H9SOokz3Ptk 1-8-0 6-7-8 B-99 100-0 4-1141 I 2-1-8 I 130 1 4x6 = Sol 7 Scale= 1:168 1-0-0 1-BO 6_90 i 8-9-0 10-0-0 t-0O 041-0 1 5.1-0 2-0O I 1-RO ' Plate Offsets (X,Y)— f 1:0-3-8 0-0-6) LOADING (psU SPACING- 2-0-0 CSI. DEFL. in (too) VdeO Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.83 Vert(LL) 0.16 5.6 >604 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.89 Vert(CT) -0.20 5.6 >496 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.30 Hoa(CT) 0.04 3 hire n/a BCDL 10.0 Code FBC20177TPI2014 Matrix-MSH Weight: 35 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5A-12 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or4-10-15 Be bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0.8-0 except 61=1ength) 3=1glechanical, 4=Mechanical. IRS) - Max Hom 1=124(LC 12) Matsui All uplift 100 lb or less at jolnt(s) except 1=223(LC 8), 3=126(LC 9), 7=211(LC 12), 4=-181(LC 8) Max Grav All reactions 250 to or less at joint(s) 3 except 1=285(LC 1), 7=332(LC 1), 4=320(LC 1), 1=285(LC 1) FORCES. (Ib) -Max. Comp. Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-851/793 BOT CHORD' 1-7=-838/750, 6-7=-841/756, 5-6=8561775 WEBS 2-6=-2201316, 2-5=-904/998 NOTES- (8) 1) unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf, h=18ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp D; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-8 to 3-1-8, Intedor(1) 3-1-8 to 6-7-11, Extedor(2) 6-7-11 to 9-11-4 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 ps1 bottom chord live load nonconwrrent 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-D-0 wide will fit between the bottom chord and any other members. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable Of withstanding 223 lb uplift at joint 1, 12616 uplift at joint 3, 211 lb uplift at joint 7, 181 Ito uplift at joint 4 and 223 lb uplift at joint 1. 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:' % op's 1 A r q6J. .�GEIVSF,9,L�y�' No 39380 IT 411 .�41 .GR1Q.' \�% 101�SS8O ... 410 .%%`, Thomas A Alban) PE No.39380 MRek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: June 23,2020 ®WARNING -Vanty d.a w,ammeters and READ NOTES ON THIS ANDINCLUDEDMITEK REFERENCE PAGEMII-7473 rev. 10/4912015 BEFORE USE. Design who far use anyw4h MiTeM connectors. This design is based ony upon parameters shown, and Is for an indiwdual building component, net a truss system. Before use, the building designer must verify the applicability of design parameters and propeM incorporate this design into the overall buildingdesign. Bracing Indicated Is to prevent buckling ofindividual truss web and/or chord members any, Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse wm possible personal Injury and property damage. For general guidance regarding Me fabllealion. storage, delivery. erection and bracing of trusses and truss systems, see ANSI/rP11 Quality proved, DSS,99 and SCSI Building Component 6904 Parka East Blvd. SaTeylnrormation available from Truss Plate lnslhute, 218 N. Lee Street, Sure 312. Alexandra, VA22314. Tampa, M 36610 Job Truss Truss Type City Ply T20540563 2309743 T08 Roof Special Girder11 1 1 Job Reference (optional) Builders First Sources, Plant City, FL-32566. 8.240 s Mar 92020 MTek Industries, Inc. Tue Jun 23 11:30:08 2020 Pagel ID:lki6xV4jwli WXGf6p?wl7eRzIxGR4zPGOJ5V?Bs2UIfFbXfNT01JXOBH44slVpByKAz3Ptj 1-8-0 a74 67-8 9-0-e W_ 1-8-0 2-11.8 24 0-7-8 ' Scale=1:19.2 2x4 II 4x6 - else = 3.00 12 2 7 J 1.5x8 ST 13 6 5 I+� it 54 = axe = exit = 6. 6, 3x4 = e 1.DD 12 3x4 = LOADING (pill) SPACING- 24)-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Ina NO BCDL 10.0 Code FBC20177FPI2014 CSI. TC 0.55 BC 0.57 WB 0.30 Matrix-MSH DEFL. in (too) Won Ud Vall (CL) 0.07 7 >999 240 Ven(CT) -0.09 6-7 >999 180 Horz(CT) 0.01 5 Wa Trial PLATES GRIP MT20 2441190 Weight; 38lb FT=20% LUMBER. BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-3 Be purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings G-8-0except Qt=length) S=Mechanical. (lb)- Max Horz 1=147(LC8) Maxi All uplift 100 lb or less at joint(s) except 1=458(LC 4), 8=114(LC 14). 5=675(LC 4) Max Grav All reactions 250 lb or less atjolnt(s) 8 except 1=703(LC 1). 5=934(LC 1), 1=703(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=1352/813, 2-3=-1271/813 BOT CHORD 1-8=-868/1255, 7-8=.872/1262, 6-7=874/1271, 5-6=-915/1331 WEBS 3-5=1165/796 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL-3.Opsf, h=18ft; B=451t; L=2411; eave=oft; Cat. II; Exp D; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate gnp DOL=1.60 Provide rdesigned t f 4) This truss has been forr a 10.0 laid bottom chord live load nonconwrtenl 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 A q'7jlI��j `S 4e will fit between the bottom WON and any other members. �� Q�• . C E N & • 9iL �� 6)Refer ,���.r ,•• .; to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 458 Ib uplift at joint 1, 1141b uplift at : No 39380 joint 8, 675 lb uplift at joint 5 and 458 lb uplift at joint 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 91 Ib down and 123 Ib up at 2-11-4, and 455 lb down and 389 lb up at 94-8 on bottom Chord. The design/selection of Such connection device(s) is the -D : i responsibility of others. 9) In the LOAD CASE(S) section, toads applied to the face of the truss are noted as front (F) or back (B). -0 Cf/ 10) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any building is Q •, �[/ i�,'n� Q; particular the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." •Aro, \LOA_,,� ••Q � A ( ) � N A� 1) De0ad + RoofLive (ba arced): Lumber lnaease=1.33, Plate Increase=1.33 ,�?,`� Uniform Loads (pit) Vert: 1-2=90, 2-3=90, 34=90. 8-9=20, 7-8=20, 6-7=20, 5-6=-20 Thomas A. Alban) PE No.39380 Concentrated Loads (Ib) MIT& USA, Inc. FL Cert 6634 Vert: 13=91(1c)14=455(F) 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 ®WARNING. Verify design parameters and READ NOTES ON THIS AND WCLUDEO MREK REFERENCE PAGE MII-]41Lee 1WON2015 BEFORE USE. Design valid for use any with Mirek® connectors. This design is based any upon parameters shown, and is for an individual boiling component, not a truss system. Before use, the building designer must veriythe applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual mass web and/or chord members only. Additional temporary and permanent bracing Wek• Is always required for pithily and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing aftrusses and bass systems, see ANSVI II Duaeiy CNMda, DSB49 and SCSI Bilges, Component 6904 Parke East BM. Sarsy/nhrmarlon available from Tass Plate lnsNute.218 N. Lee Street, Suite 312, Assessing, VA 22314. Tampa, FL 35610 Job toss Cry Ply ]H.VHTP'i 2309743 09 1 1 [obReference (optional) Builders First Source, Plant City, FL-32566, ST1.5x8STP = 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jun 23 11:30:09 2020 Page 1 ID:Iki6xWIwliWXGf6p?wl7aRzJxGR-AAyfbf57m% v6uER9EAcOdrYWObVpbRSkTxVt=3Pti Scale -1:7.9 Plate Offsets(X,Y)-- ry:0-1-120.0-51 [1:0-3-00-0-4) [2:0.6-1 Edge) LOADING (psQ SPACING- 2-0-0 CSI. DEFL. In (toe) gdeft Ud PLATES GRIP TCLL 30.0 Plate Gnp DOL 1.33 TC 0.28 Vert(LL) 0.03 5 o,999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.31 Vert(CT) -0.03 5 -999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.02 Horz(CT) -0.02 3 n/a Na BCDL 10.0 Code FBC2017/FPI2014 Matrix -MP Weight: 12 Is FT=20% LUMBER. TOP CHORD 2x4 SP No.2' BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 3=1ifiechanical, 4=Mechanical, 6=0.8-0 Max Ho¢ 6=33(LC 8) Max Uplift 3=-120(LC 4), 4=-108(LC 4), 6=-163(LC 4) Max Grant 3=162(LC 18), 4=11l(LC 36), 6=230(LC 1) FORCES. Ili -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-8 Oc purens. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES. (11) I Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf, he18fl; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18: MWFRS (directional); 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 nonconwrtent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf 9n 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) Bearing at joint(s) 6 Considers parallel to grain value using ANSI/TP11 angle to grain formula. Building designer should verify Capacity of bearing surface. 8) Provide mechanical connection (by ethers) of truss to bearing plate Capable of withstanding 12016 uplift at joint 3, 1081b uplift at joint 4 and 1631b uplift at joint 6. 9) Hanger(s) or other Connection device(s) shall be provided sufficient to support Concentrated load(s) 51 Ib down and 91 Its up at 1-10-11, and 201 lb down and 47 Its up at 2-4.1, and 36 AS down and 571b up at 3.1-1 on top chord, and 151b down and 401b up at 1-11-15. and 5B Ib down and 182 111 up at 2-4.1, and 71b down at 3-1-1 an bottom chord. The design/selection of such Connection devices) 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=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=90, 2-3=90, 5-(14-5=20 Concentrated Loads (Ib) Vert: 5=31(B)7=-129(F) 9=-29(F) `4411111111//j� A. No 39380 O: ONA� Thomas A. Alban] PE No.39380 MRek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 ®WARNING- Verity0osl9npara lanirsand READ NOTES ON THIS AND INCLUDED Ali REFERENCE PAGE 1,1II4473 rev. Inst 15 BEFORE USE. weee Design valid for use any with MITek® canneskon. This design is based only upon parameters shown, and is for an individual building component, not a ones system. Before use, the building designer must verify the applicability of design parameters and propetly measure Nis design into the overall buffiingdesign. Bracing indicated Is to prevent buckling oflndNldualtruss web and/or chord members only. .Add'Bionaitempormyand permanent bracing MiTek' Is aiways required for stablliryend to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, Storage, delivery, emotion and bracing of tresses and truss systems, see ANSIDIRY Dually Comda, Di and Best Bullding Component 6904 Parke East BIM. Safi ylOrormadon avagable from Tmss Plate InMRNe, 219 N. Leo B reel. 6ude 312, Alexandda, VA M14. Tampa, FL 36910 o N55 N55 time fly Ply T205405e5 2309743 11 Roof Spedal 1 1 Job Reference (optional) Builders First source, Tampa, Treasure Coast, FL 3x4 I Go 12 8.240 a Apr 4 2020 Milk Industries, Inc. Tue Jun 2312t33t44 M20 Page 1 ID.Iki6xWIwIM/XGf6p7w17aRzJxGR-Um 13e41 o8OGgUwit7t3 uzFH649whg65APWNwfz3PgL 3x4 = f Scale: 1�1' Id 21 I Plate Offsets (X,Y)— 12:0-6-0,0-2-121 LOADING (psf) SPACING- 241.0 CSI. DEFL. in floc) Itself L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TO 0.29 Vert(LL) 0.06 6 >994 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.18 Vert(CT) -0.08 6 a737 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.06 HOM(CT) -0.04 3 me Na BCDL 10.0 Code FBC2017/TP12014 Matfix-MP Weight: 19 lb FT=20% LUMBER. TOP CHORD 2x4 SP ND.2 BOT CHORD 2x4 SP M 31 *Except- 7-8: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 Do puffins. BOT CHORD Rigid ceiling directly applied or 6-0.0 op bracing. REACTIONS. All bearings Mechanical. (to)- Max Ho¢ 8=50(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 8, 4 except 1=111(LC 8). 3=-112(LC 8) Max Gray All reactions 25016 or less at joint(s) 1, 3, 8, 4 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; 13=4511; L=2411; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 2-3-8, Interlor(1) 2-3-8 to 4-11-4 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 pounding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) • This truss 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 fit between the bottom chord and any other members. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) 8, 4 except (p=11Q) 1=111. 3=112. 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" LOAD CASE(S) Standard J`�pMPs1A' q�6���i i No 39380 %O O Thomas A Albanl PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Bind. Tampa FL 33610 Data: June 23,2020 WARNING- Venly dosi9n awamMeis and READ NOTES ON TMS AND INCLUDED MITER REFERENCE PAGE 11IIJ473 re✓. 10,0I70m BEFORE USE. �e Design valid fat use Cnywhh M170M Cmmust0ra Thl9 design is based any upon parameters shown, and Is roman Manuel building Compoaem, not . lass system. Before use, the building designer must verily the applicability of design parameters and properly lnCorporete this design Into are summit buiMingdeslgn. Bracing Indicated is to prevent buckling of indiNdual lass web and/or sham members only. Factional temporary and Permanent bracing M(Tek Is always required for stability and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the tabdcaeon,Stooge, delivery direction and smang of harem and bux systems, see ANSVTPIf Duality Lhmha, DSB49 and SCSI Building Component 6903 Parke East Blvd. SmleylnMrmmion awfl able from Tasa Plate Institute, 21e N. Lee Street, Suite 312. Alexandra, VA 22314. Tampa, FL 36610 b T`G Truss Type ty Q Py1JabReference T20540 566 2o (optiona309743 l) moers First source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MlTek Industries, Inc. Tue Jun 2311:30:11 2020 Page 1 ID:Iki6xWIwIIWXGf6p7wl7aRzJxGR4 Y4POL7N16EDMCNgHfC452wneD7gHUxkCmQuVz3Plg 1$0 5-0-0 7-0-0 11-0-0 141-0 3-0-0 219 I Scale = 1:18.8 4x8 = 3.00 12 4x6 = 3x8 = 00 12 8 44 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in ([cc) Udell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.75 Ved(LL) 0.12 7 >904 240 MT20 2441190 TCDL 1&0 Lumber DOL 1.33 BC 0.84 Vert(CT) -0.16 7 -708 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.09 Horz(CT) 0.04 5 1 We BCDL 10.0 Code FBC2017rrP12014 Matrix-MSH Weight: 39 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-3 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-7 cc bracing. WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.32-6-0 REACTIONS. All bearings 0-8-0. (III)- Max Hoa 1=40(LC21) Max Uplift All uplift 1001b or less atjoint(s) except 1=659(1_0 8).5=-051(LC 8). 8=258(LC 18) Max Grsv All reactions 2501E or less al joint(s) 8 except 1=908(LC 1). 5=731(LC 1). 1=908(LC 1) FORCES. (lb) -Max. Comp/Max. Ten. -All forces 250(lb) or less except when show. TOP CHORD 1-2=-1860/1181, 2-3=1754/1166, 3.5=1823/1190 BOT CHORD 1-8=-1089/1739, 7.8=-1091/1744, 6-7=1090/1754, 5-6=-1086/1738 NOTES. (10) 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf, h=18f; B=45ft; L=24ft; eave=oft; Cat. II; Exp D; Encl.. GCl i=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate little 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 lead nonconcurent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joints) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 6591E uplift at joint 1, 451 Ile uplift at joint 5, 258 I6 uplift at joint 8 and 6591E uplift at joint 1. 8) Hanger(s) or other Connection devices) shall be provided sufficient to support Concentrated loads) 1921E down and 3341E up at 5-0-3, and 1921E dawn and 3341b up at 6.11-13 on top chord, and 65111 down at S.1-7, and 65 lb down at 6.10-9 an bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back E). 10) '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=1.33, Plate Increase=1.33 Uniform Loads (pip Vert: 1-2=-90, 2-3=90, 3-5=90, 8-9=-20, 7-8=20, 6.7=-20, 6-13=-20 Concentrated Loads (lb) • Vert: 2=-120(F) 3=120(F) 7=32(F) 6=-32(F) No 39380 IZ OR 1 Q P\ek��. 10NA� EC1`% Ito Thomas A. Nbanl PE No.39380 li USA, Inc. R Dert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 ®WARNING - Verify design parameters and READ NOFES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/022015 BEFORE USE Design valid for use only wlTn MRek®connesto s. This design Is based any upon parameters those, and is for an isltlividual bugling component, not ��• a uses system. Daiwa use, the building designer must verify the applicabilay of design parameters and propeMinccrporate Nis design lntothemmil ��.��.YYY bulldingdesign. Bracing Indicated is to prevent bucklingof lndMdual trai andlor chord members only. Additional temporary and permanent bracing M!Tek' is aware required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding 0e fabrication. Stamps, delivery, ereaion and bracing of mosses and truss systems. see ANSMHDuality Corona, DS949 and SCSI Building Component e904 Parke East 61W, S4felylnrofmaflon available hem TGaS Plate IneWute, 21a N Lee Street, Suite 312, )MmAndna, VAa314. Tampa, FL 36610 Job cuss Truss Type Oty Ply T20540 67 2309743 T13 ROM Special 1 1 Job Reference (optional) uuncers rlrst source, Hlant Uily, FL-s2buti, 8.240 s Mar 92020 MiTek Industries, Inc. Tue Jun 23 11:30:12 2020 Pagel ID:Iki6xWwll WXGf6p?w17aRzJxGR-bkenDhB?3DMUzMyOgNjJeGT?HdX20npuG099Txz3Pd 1-60 6-0-0 8.11.0 11-0-0 1$0 440 2-11-0 3.00 12 8 3x4 = 1.00 12 3x4 = 40 = Scale = 1:18.6 1-tl-o 8-9 -0-0 61Z 2-9 I Plate Offsets (X,Y)— 11:0-5-12 0-0-14] (3:0.2-12 0-3-41 19:0--00-1-121 LOADING (fist) SPACING. 14-0 CSI. DEFL. in (Joe) VdeO Urd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TIC 0.57 Vert(LL) 0.26 6.7 >425 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.58 Vert(CT) -0.38 6-7 >293 180 BCLL 0.0 ' Rep Stress Ina YES WE 0.75 Horz(CT) 0.05 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 391b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except (jt=length) 4=Mechanical, 5=11aechanical. (III)- Max Ho¢ 1=49(LC 8) Max Uplift All uplift 100 Is or less ar joints) 1, 5 except 4=122(LC 9), 8=-227(LC 12) Max Gray All reactions 2501b or less alj0int(s) 1, 4, 5, 1 except 8=389(LC 1) FORCES. (I c) - Max. Comp./Max. Ten. - All forces 250 (IC) or less except when shown. TOP CHORD 1.2=-707/559, 2-3=8931741 BOTCHORD 1-8=-525/637, 7-8=525/638 WEBS 3-9=-745/897 Structural wood sheathing directly applied or 4-9-13 oc purfins. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES. (8) 1) unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3Dpsf; h=18ft; B=45111; L=24ft; eave=oft; Cal. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-1-8 to 3-1-8, Intenor(1) 3-1-8 to 6-0-0, Extenor(2) 6-0-0 to 8-10-13, Interior(1) 8-10-13 to 10-11-4 zone; can0lever left and right exposed ;C-C for members and forces & MWFHIS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 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 10D Ib uplift at joints) 1, S. 1 except (it=11b)4=122, 8=227. 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:' ,,111111111 Ijfit fafel No 39380 "''SSlONAII- 0 . Innn11111 Thomas A Albanl PE No.39380 MITek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 WARNING - Varily design Puramelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-0473 rev. IWOW015 BEFORE USE. Design valid for use only with MRei®conneman. This design Is based only upon parameters shown, and Is for an Individual building Component, no �® a truss system. Before use, the building designer must valley the applicability of design parameters and properly lnoomomte this design into fire overall �tY�• build'mgdesign. Bracing Indicated is to plowed buckling ofIndividual truss web angler chordmembers onb. Addilloneltemparary and dermanentbracing MiTek' Is always required for stabllayand to prevent collapse with possible personal injury end property damage, ForgeneralguldanceregaMingthe fabrication, Storage, deliver,election and trading of Vusses and truss systems, see ANSV7R1 Quality Cdroda, DSB49 and SCSI Building Courtrooms 6904 Padre East BIM. Saloylnformaflon available hom Truss Plate Instdme, 210 N.lxe Street, Suits 312, Alexandra. VA2$314. Tampa, FL 36610 Job TWr S Truss Type Oy Ply T20540568 2309743 T14 Root Special 1 1 Jab Reference j tional Source, Plant Glty, FL-32555, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jun 2311:30:13 2020 Scale=1:18.8 4x8 = 3DD 12 e 3x4 = 1.Do FIT 3 Asa = MOM, .0-0 143-0 8-gab 11-0-0 1-0.0 0-8-0 4-4-n n.aA 11. Plate Offsets (%,Y)— (1:0-3.8 D.D.21 LOADING (psp SPACING- 2-0-0 DEL DEFL. in (]cc) 6deB Ud PLATES GRIP TCLL 3D.0 Plate Grip DOL 1.33 TC 0.65 Ven(LL) 0.08 7 -999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.39 Vertl -0.11 7 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.55 Horz(CT) 0.03 5 me n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 421b FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP ND.2 TOP CHORD Structural wood sheathing directly applied or4-7-12 cc purling. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.3.5 cc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0.8.0 except (jt=length) 4=Mechanical, 5=11liechanical. (Ib) - Max Ho¢ 1=99(LC 8) Max Uplift All uplift 100 no or less at joinl(s) 8 except 1=368(LC 12), 4=-150(LC 9), 5=179(LC 8) Max Grant All reactions 2501b or less at joint(s)4,8 except 1=617(LC 1), 5=369(LC 1). 1=617(LC 1) FORCES. (lb) -Max. ConrpJMax. Ten. -All forces 250 lb) or less except when show. TOP CHORD 1-2=1237/992, 2-3=-1183/1043 BOTCHORD 1-8=-1001/1133.7-8=-1003/1138,6.7=1202/1334, 5-6=120611333 WEBS 2-7=-238/409, 3-7=359/298, 3-5=-1373/1242 NOTES. (8) 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-secend gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf, h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-8 to 3.1-8, Interior(1) 3.1-8 to 6-0-0. Exterior(2) 6-0-0 to 6-10-13, Interior(l) 6-10-13 to 10-11-4 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 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 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 100 lb uplift at joint(s) 8 except Ut=lb) 1-388,4=150,5=179,1=388. 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:' ,1111111111 /////I S A. - No 39380 we we O'. : ` Thomas A. A@anl PE No.39380 MITek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Data: June 23,2020 ®WARNING - Verily design parameters and READ NOTES ON rids AND INCLUDED MITEK REFERENCE PAGE n114I173 m¢ 1WON2015 BEFORE USE. eenee Design valid for use any wdh ameba curmucco s. This design Is based any upon parameters shown, and Is for an individual building component, not �■' re a truss system. Befouse, the building designer must Verify the applicability of design parameters and properly Incorporate Ndesign Into the overall `ais bullEingdesign. Bracing indicated is to prevent buckling o irdMdual truss web andlorchord members My. Additional temporary and permanent bracing r^L,A1 IYI�TBk' Is always required for stability and to prevent collapse with possible personal injury and property damage. For Simonet guidance regarding the fabrication, atotage,delivery. erection and buying of image and truss systems, see ANSVTPII Cloudy Cdteds, DSB49 and BCSI Building Component 6s04 parka Fast Bud. Sareylnformallon avallable from Tmss Plate Inmilute, 218 N. Lea gages, Suite 312. Ahwdm da. VA223l4. Tampa. FL 36610 Job Truss Truss Type 0ty Ply T20540569 2309743 T75 Had Hip 1 1 Job Reference (optional) coulee, Ylant laty, bL -SZbW, 44 = 3x4 = 1.00 12 6 9 2020 MiTek Industries, Inc. Tue Jun 23 11:30:14 2020 Scale=1:18.5 lb LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (]cc) gdefi lad PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.79 Ven(LL) 0.05 5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 SC 0.37 Ven(CT) -0.09 5-6 1999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.39 HoR(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MSH Weight: 40 lb FT=20% LUMBER. BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-9-13 cc purling. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-1 cc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0.8.0 except (jl=length) 3=1vechanical, 4=11ilechanical. (Ib) - Max Horz 1=132(LC 12) Max Uplift All uplift 100 Be or less at joints) except 1=336(LC 6), 3=-138(LC 9), 6=-127(LC 12), 4=-209(LC 8) Max Grav All reactions 250 that less at jolnt(s) 3, 6 except 1=497(LC 1), 4=383(LC 1), 1=497(LC 1) FORCES. (lb) - Max. CampdMax. Ten. -All forces 250 (Ib) or less except when sham. TOP CHORD 1-2=1101/948 BOT CHORD 1-6=-995/993, 5-6=999)999, 4-5=-998/1005 WEBS 2-4=-1063/1055 NOTES- (8) 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psF BCDL=3.OpsF h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-1-8 to 3-1-8. Inlerior(1) 3-1-8 to 7-1-3, Exterior(2) 7-1-3 to tai 1-4 zone; cantilever left and right exposed ;C-C for members and farces & MWFRS for reactions shaven; 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 psi 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) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 3361b uplift at joint 1, 1381b uplift at joint 3, 1271b uplift at joint 6, 2091b uplift at joint 4 and 336lb uplift at joint 1. 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 i as referenced by the building code." \ A. q4j O No 39380 ,•���S&/ONA� ECG% 00 Thomas A. Albanl PE No.39380 MITA USA, Inc. FL Cart S634 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 AwARNINO - -fil, tlesl9n parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO-04I3 rev. 1NW/I015 BEFORE USE. Design valid for use anti with unlike cannectay. This design Is based only upon parameters shown, and Is for an iy ivdual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this tlesl9n Into the overall bulldingdesign. Bracing indicated is to prevent buckling oflndlvuualtruss web andlorchordmembers only. Additional tempoiand permanent bracing MiTek' is always required for stability and to prevent mllapm with Feasible personal inluyead property damage. For general guidance regarding he fabseflon, storage, delivery; erection and bracing of trusses and truss systems, see ANSOTPrf Duality Cdtado, Di and Best Building Component Smelydnformmlon available ham Truss PlateensWute.218 N.Lee Strear, suitainZMexendda.VA22314. 6904 Parka East BM. Tampa, I'll. 36610 Job Truss Truss Type Oly Ply T20540570 1309743 T16 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566. 8.240 s Mar 92020 MiTek Industries, Inc. Tue Jun 2311:30:152020 Page 1 ID:Iki6xWjwll WxGf6p?wl7aRzJxGR-?JKwsiAuLLl3gphbwvHOGu5RogV(DF8K600p4Gz3Ptc 1-8-0 9-1-0 10-a-0 )-0-0 Z$-0 I 1-7-0 -0�-01 5xe Scale =120.3 SA = 3,00 12 13 12 qq rh 6 d d 5x6 5x6 = 1.E0 12 1-0O 1-a-o I 9-2b 10-s-e n-a-ol 1Z oa-0 7Eb 1-0-0 osa Plate Offsets (X Y)— [1:0-3-9 Edge] LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.81 Ven(LL) -0.10 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.84 Ven(OT) -0.21 6-7 ,536 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(CT) 0.01 4 n/a ral BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 381b FT as 20% LUMBER. BRACING. TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. 2-3: 2x4 SP Ni BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except Qt=length) 3=1Mechanical, 4=Mechaniwl. (lb) - Max Hom 1=170(LC 12) Max Uplift All uplift 100 lb or less atjolnt(e) 3, 1 except 1=-114(LC 10), 7=-503(LC 8).4=-314(LC 12) Max Grew All reactions 2501b or less at joint(s) 1, 3 except 7=737(LC 1).4=515(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-686/492 BOT CHORD 1-7=-577/568, 6.7=580/576, 5-6=-586/587 WEBS 2-6=-160/372, 2-5=-897/895 NOTES- (8) 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; What 70mph (3-second gust) Vasd=132mph; TCDL=4.2ps1; BCDL=3.OpsY h=1811; B=45ft; L=24ft; eavei Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-8 to 3-1-8, Intedof(1) 3-1-8 to 9-1-3. Exterior(2) 9-1-3 to 10-114 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) Provide adequate drainage to prevent water Fording. 4) This truss 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 Was connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3 except gt=lb) 1=114,7=503,4=314,1=114. 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." ,,O�PS7A. A44 eeG No 39380 Thomas A Albarll PE No.39380 MITek USA, Inc. R. Carl 6634 6904 Parke East Blvd. Tampa R. 33610 Date: June 23,2020 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil rov. 10l0112015BEFORE USE wasawa �■!' Design valitl far use onywith MTein cenneams. This design Is based only upon parameters shown, and is for an individual building component, not (8.�,■i�G`( atmss system. Before mySthe building designer must verify the applicobility ofeesign pa eretentand proedyincorporate this design intone overall B/2 building design. Bracing Indicated is to prevent buckling of Individual must web Gravid chord members only. Additional temporary and permanent Mating M!Tek is always required for stability and to prevem collapse with possible personal injury and property damage. For general guidance regal the fabrication. storage, delivery, shouts and trading oftmsses and truss systems, see ANSIRi dualiq CrRi DSBA9 antl SCSI Bullding Component 6904 Parke East Slid. Sarelylefearaflon available from Truss Plate Instdute,218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ss Truss Type Oty Ply T20540571 2309743 8 rl Roof Special Girder 1 1 ' Job Reference (optional) Builders First Source, Plant City, FL-32566, 3x4 = 3x4 = 10 2.60 12 8240 s Mar 92020 Mil Industries, Inc. Tue Jun 23 11:30:16 2020 Pagel ID:Iki6xWjjwll WXGf6p7w)7aRzJxGR-TM132B W6fMSzGo3CoFo6dZwEusylY'TL27Ngz3Ptb 1-14 10 ]-2-] 5x6 II ST1Ex8STP = 3x4 Scale=1:16.7 Plate Offsets (X,V)— 11:0-6-15,0-0-101 11:0-1-0,0-0-81 (2:0-3-4,Edge] (3:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Il Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.97 Verl 0.28 3-7 >362 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.59 Ven(CT) 0.25 3-7 >403 180 BCLL 0.0 ' Rep Stress Incr NO WE 0.00 Horz(CT) -0.01 1 n/a n/a BCDL 10.0 Code FBC2017rTPI2014 Ma1ri%-MSH Weight: 28 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 REACTIONS. (size) 1=0-9-4,3=0-8-0 Mal 1=150(LC 20) Max Uplift 1=-609(LC 4). 3=588(LC 4) Max Greg 1=562(LC 1), 3=504(LC 1) FORCES. (lb)-Max.Camp./Max. Ten. -All forces 250(I1g) or less except when shown. TOP CHORD 1-2=-262/164, 2-3=-377/329 Structural wood sheathing directly applied or 4-2-2 oc purlins, except end verticals. Rigid ceiling directly applied or 9-10-2 ac bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Val32mph; TCDL=4.2psF BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cal. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left 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 6t between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Is uplift at joint(s) except at=lb) 1=609,3=588. 5) Hangers, or other connection devices) shall be provided sufficient to support concentrated load(s) 60 to down and 77Is up at 3-11-11, and 1241b down and 2161b up at 7-11-10 on tap chord, and 1171b down and 10 lb up at 3-11-11, and 491b down and 149 lb up at 7-11-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the buss are noted as front (F) or back (B). 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." LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=-90, 3-4=-20 Concentrated Loads (Ib) Vert: 9=-108(F) 10=8(F) 11=-38(F) ♦ , No 39380 .0WFT Thomas A Allianl PE No.39380 MITak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa R. 33610 Date: June 23,2020 ®WARNING- usury design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIIJ473 rev. 1010312015 BEFORE USE. seeses Design valid for use only with Mmek®connectom. This design is based only upon Parameters shown, and Is for an Individual building component, not a tmss system. Before use, the building designer must verify the applicabiley of design parameters and properly mcomorate this design Into the overall bulmingdeslgn. Bracing Indicated is to prevent buckling of lndivldual miss web andhor chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the fabrication, storage, deliver,,eretlion and bracing of trusses and truss systems, see ANSIrt711 Quality Curves, DSB49 and BCBl Building Component 6g04 Parka East Blvd. Serelylnlormar available from Truss Plate Institute. 218 N. LeeStreet. Suite 312, Alexandria VA22314. Tamp.,R 36610 Truss Truss Type 0ty Ply �2klo T20540572 309743 T19 Half Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, s Mar 9 2020 MiTek Industries, Inc. Tue Jun 2311:30:17 2020 Sxe = 2x4 ST1.5x8 STP = Scale =1:18 3 Plate Offsets (X,Y)-- 11:0-4-15,0-0-61 LOADING (psi SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.91 Ven(LL) 0.19 5-9 a,620 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.69 Vert(CT) 0.17 5-9 c663 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(CT) -0.01 4 file n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 371b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP NOS BOT CHORD REACTIONS. (size) 1=0-9-4,4=0-8-0 Mai 1=139(LC 8) Max Uplift 1=-670(LC B), 4=-503(LC 8) Max Grav 1=616(LC 1), 4=439(LC 1) FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250 file) or less except when shown. TOP CHORD 1-2=-556/1092 BOT CHORD 1-5=-11471474, 4-5=-1156/475 WEBS 2-5=-791/242, 24=678/1658 Structural wood sheathing directly applied or 2-2-0 oc purling, except end verticals. Rigid ceiling directly applied or 4-2-14 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vul1=170mph (3-second gust) Vasd=132ni TCDL=4.2psf; BCDL=3.Opsf, h=18ff; B=45g; L=24ft; eave=oft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-8 to 3-1-8, Interior(1) 3-1-8 to 7-11-7, Extediof(2) 7-11-7 to 9-8-10 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces S 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 for a 10.0 pi bottom chord live load noncencurrent 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 3.61 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 1001le uplift at joints) except (jt=lb) 1=670, 4=503. 6)'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 A �qC1--al No 39380 ORXV� ENCa�. Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 WARNING -Veri design p vameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-04T0 rev. 10/0/2015 BEFORE USE. aaaa Design valid for use only with MiTek®connectors. This design Is based only upon parameters shown, and is for an individual building component, net ��• atruss system. Before use, the building designer must witty the applicability of design parameters and impart, incorporate this design Into the overall ��.��•YYY bulldingdesign. Bracing indicated Is to prevent suckling or individual truss weband/or chord members cry.. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with passible personal Injury and pmpedy damage. For general guidance regarding the fabricator, storage, delivery, emetion and bracing of busses and truss systems See ANSIOP/10uallry Cifeda, DSB49 antl SCSI Building Component 6904 Parka East Send Sayelylandal6lloa available from Truss Plate IneNute. 2%N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36a10 Job "D Truss Type Gty Ply T20540573 2309743 T20 HaK Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, Sxe = 2.60 12 8.240 a Mar 9 2020 MiTek 10 Inc. Tue Jun 2311:30.1a 2020 Pagel 4OABdgltXjwS2a ORDmpMeThbz3PtZ Scale=1:18.5 3x6 = 12 3 ST1.5x8 STP = ax8 = LOADING (pan SPACING. 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 ' Rep Stress [nor NO BCDL 10.0 Code FBC2017/TPI2014 CSI. TC 0.91 BC 0.61 We 0.95 Matrix-MSH DEFL. in Vert(LL) 0.20 Vert(CT) -0.19 Horz(CT) -0.02 (lac) Vdefl Lid 4-5 >657 240 4-5 c,670 18D 4 Na me PLATES GRIP MT20 244/190 Weight: 431E FT to 20% LUMBER. BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, 2-3: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-3-3 DO bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-9-4, 4=0-8-0 Max Herz 1=98(LC21) Max Uplift 1=-1006(LC 4). 4=845(LC 4) Max Gray 1=1027(LC 1), 4=979(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 1-2=2091/1864, 2-3=-285/235, 3-4=386f3O7 BOT CHORD 1-5=-1842/1983, 4.5=-1847/1987 WEBS 2-5=-447/372, 2-4=1750/1657 NOTES. (9) 1) Unbalanced roof live loads have been considered for -this design. 2) Wind: ASCE 7-10; VuK=170mph (3-secand gust) Vasd=132mph; TCDL=4.2psf: BCDL=3.0psf, h=18ft; B=45ft; L=24ft; eave=4ft; Cat. p D;Ebp, GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate 1 grip 3) Provide adequate drainage to prevent water `,,,`�ss A,1111j1�i�i ALB pending. 4)Th is truss has been designed for a 10.0 pat bottom chord live load noncencumenl with any other live loads.�O,•' ' ,.� . � E N 3 V �` •'•, 5) This truss has been designed for a live load of 20.Opst 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. to No 39380so o. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 1001E uplift at joint(s) except 0=1b) �- 1=1006, 4=845. _� 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1131E down and 1561E up at 5-7-12, and 10216 down and 156 lb up at 7-11-3, and 102 Ib down and 156 Ib up at 9-11-3 on top chord, and 3571E down and 494 "0 :Po: j C Ib up at 5-6-11, 63 lb doom and 40 lb up at 5-11.3, and 63 Ib down and 40 lb up at 7-11.3, and 641E down and 40 Its up at 9-11-3 [(/ ••,�/ s on bottom chord. The deslgmselection of such Connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) O �� T •9)'This section, loads applied to the face of the truss are noted as front (F) or back (B). -a"FS • manufactured product is designed as an individual building component. The suitability and use of this component for any ••R ,• •„•eiN *.;a'9�ONA; particular building is the responsibility of the building designer per ANSI TPI i as referenced by the building code." �?��`, LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Thomas A. Albanl PE No.39380 Uniform Loads (p1U MITek USA, Inc. FL Ced 6634 Vert: 1-2=90, 2-3=.90, 4-6=-20 6904 Parke East Blvd. Tampa FL 33610 Date: June 23,2020 ®WARNING-Veriry design Parameters and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE MII-)<b rev. 10/03R015BEFOREUSE. valid for use only with MTek® connectors. T01s design is based Only upon parameters shown, and Is for an Individual building component, not ITS[ a truss system. Before use, the bullding designer must vedy the epplicarafty of design parameters and properly (nonperson this design Into Me blamed bulliingdesign. BredngindicatedbtopmventbucMingOIndlv]dualtmsswebanWorOordmembersonly. Additional tompormyand "Moment bracing MiTek' Is planes required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me repressor,storage. closely division and bracing of trusses antl truss systems. see ANSgTPlf Qualify Canada, OSB-99 and SCSI Building Component 6904 Parke Bast Blvd. Sareylnyormmicia available from Test Plate Institute, 218 N. Lee Street. Suite 31Z Alexandria, VA 22314. Tampa, FL Starts Job Truss Truss Type oty Ply T20540573 2309743 T20 Half Hip Girder 1 1 Jab Reference (optional) inr buu , riani s. .rL- dzbbb, 8.240 S Mar 92020 MTek Industries, Inc. Tue Jun 23 11:30:18 2020 Page ID:Iki6xWjwlMMGf6p?w17aRzJxGR-Pu?2UkCmeG7ehHQABec)tX1wS2a_GRDmpMCThbz3PtZ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-420(8) 2=91(B) 10=91(B) 12=94(1!1) 13=63(B) 14=-64(B) ®WARNING - Verily dezlan Paamelers and READ NOTES ON THIS AND INCLUDED MDEK REFERENCE PAGE Ml47472 re✓. 10,03=15 BEFORE USE. Design nlid heruse onywllh MTeMconnectom. This design is based onry upon parameters shown, and is for an indrAdual building Cmponen4 nod �® a doss system. Before use, the building designer must verify the appreabil6y of design parameters and property incarporbte this design into the overall buildingdeslgn. Bracing Indicated Is to prevent buckling ofmdiyldualtress web amber chord members onty. Additional temporaq and permanent bracing We[( always required her stability and to prevent eallspae with possible personal Injury and property damage. For general guidance regarding the fabdcagon,Manage ,delivery.eredlon and brating of Wsses and "as systems. sea ANSp7Plf DualdX Crimde, DSB99 and BCS1 Building Component SdIeW IATOdAkwlen andable from Tmss Flats leaf ete.216 N. Lee Street, Sure e1$ Aleaandna, VA22914. 6904 Read, Fast ew. Tampa, FL We Jab Truss Truss Type Dry Ply T20540574 2309743 T21 Jack-Panial Structural Gable 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, a z4u s mar v zuzu No ex Industries, Inc. I us dun za J T:au:la zuzu rage I I D.Iki6xWWII WXGf6p?wl7aRzJxGR-Pu?2UkCmeG7ehHQABdgjtXj252fIQfkmpMeThbz3PtZ lof-F- RCIF7 9 It LOADING lost) TCLL 30.0 TCDL 15.0 BCLL OD ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1%3 Lumber DOL 1-.33 Rep Stress Inc, YES Code FBC2017/TPI2014 CSI. TC 0.42 BC 0.30 WH 0.02 Matrix-MSH DEFL. in Vart(LL) -0.01 Ven(CT) -0.03 Horz(CT) -0.00 (lac) Yc l Ltd 5-6 >999 240 5-6 >999 180 3 n/a file PLATES GRIP MT20 2441190 Weight: 29 lb 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.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings Mechanical except Qt=length) 1=0-8-0, 6=1-3-14. (lb)- Max Horz 1=142(LC12) Max Uplift All uplift 10016 or less at joint(s) except 1=-183(LC 12), 3=.122(LC 12), 6=-318(LC 12) Max Grav All reactions 2501b or less at joint(s) 1, 3, 5 except 6=444(LC 1) FORCES. (III) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 1-2=-289/168 BOT CHORD 2-6=-392/535 NOTES- (9) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf, h=18ft; B=45ft; L=24ft; eave=4ft: Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0.1-8 to 3-1-11. (marior(1) 3-1-11 to 7-5-6 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) designedTruss forloads in (normal to the face), see Standard Industry of thtrs only. For studs exposed to windnsult or 1I/�t sInd colane Gable End applicable, qualifed building designer as per ANSI/TPI ♦O,^ts SLA P A ,, 3) Gable studs spaced at 2-0-0 Ga. 4) This truss has been designed for a 10.0 bottom chord live load nonconcument with any other live loads. ♦♦♦ 9 • G E N 3 •• q2 psf ' �♦♦`�.; \ V F '•, 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 6t between the bottom chord and any other members. NO 39380 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 6 considers parallel to grain value using ANSI/ PI 1 angle to grain formula. Building designer should veiny capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 183 lb uplift at joint 1, 1221b uplift at joint 3 and 318111 uplift at joint 6. ��•, F �C/ 9) "This manufactured product is designed as an individual building component. The suitability and use of this Component for any ��a ��tS particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." . O R D P• 1 ;♦♦,, Thomas A. Alban! PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date; June 23,2020 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-0473 m✓. 1MJ12015 BEFORE USE. Design valid tar use onty with Uncle) aarinsomrs. This design is based only upon parameters shown, and Is for an individual building component, not arusss system. Before use, the building designer must verity the applicabllily of deslgn parameters and properly incorporate Nis design Into the overall buildingdesiga. Bracing Indicated is to prevent bulling ofindi aastrussweband/or chord members only. Additional temporary and Permanent bracing ss al Mj TN( Is allays required tar stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding vie fabrlcason, storage, delivery, emotion and bracing of trusses and truss systems, see ANSUTRI Quality Cufeda, DS649 end BCSt Building Component 69U Parke East Blvd. Safety/nyorm th n available from Trues Plate Institute, 218 N. Lee Street, Suite 312, Alexwdha, VA 22314. Tampa. FL 36610 Jab Truss pryPly 7MonopTt'cpheSuppomed T20540575 2309743 3 Gable 1 1 Jab Reference (optional) mnuers rns.Aourca. rlanl 11-1.-JZ=b, 4.6 = 5.240 s Mar 9 2020 MITek Industries, Inc. Tue Jun 23 11:30:19 2020 Page 1 ID:Iki6xWIwllW)(Gf6p7wl7aRzJzGR.15ZRh4DOPaFVJR7MILLyOkF64S77961w10M1 D1z3PtY Scale =1:10A END LOADING (psp SPACING. 2-0-0 CSI. DEFL. in (too) I/defi L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.85 Ven(LL) We - n/a 999 MT20 244119D TCDL 15G Lumber DOL 1.33 BC 0.29 Vert(CT) n/a - fast 999 BCLL 0.0 ' Rep Stress Incr YES we 0.00 Horz(CT) -0.00 2 n/a We BCDL 10.0 Code FBC20177FPI2014 Matr Weight: 15 lb FT=20% LUMBER. BRACING. TOP CHORD 2x4 SP No.t TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (Size) 1=4-10-8, 2=410-8, 3=1-10-8 Max Ho¢ 1=94(LC 12) Max Uplift 1=-138(LC 12), 2=176(LC 12) Max Grav 1=268(LC 1), 2=219(LC 1).3=98(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. - All tomes 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-7-8 Be purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. (8) 1) Wind: ASCE 7-10; Vult=170mph (3-sewn gust) Vasd=132mph; TCOL=4.2psf; BCDL=3Dpsf h=18ft; S=45ft; L=24ft; eave=2ft; Cat. It: Exp D; Encl.. GCpi=0.18; M WFRS (directional) and C-C Comer(3) 0-0.0 to 3.". Extenor(2) 3-0-0 to 4.10-8 zone; 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 2) 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 ANS1FrPI 1. 3) Gable requires Continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 to uplift at joint 1 and 176 lb uplift at joint 2. 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." S� A �A< it s No 39380 lZ as 0 R P00� �s . ONA� E,*%�``� Thomas A. Albanl PE No.39380 MRek USA, Inc. R. Gott 6634 6904 Parke East Blvd. Tampa R. 33610 Date: June 23,2020 ®WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. ION21201S BEFORE USE. sesses Design valid for use only with Mrek® conreclors. This design is based only upon parsmeters shown, and 13 for an Individual building component, not IM a truss system. Before use, the building designer must wetly the applicabitiry of design para re ers and property Incorporate this design into the overall buildingdesign. Bracing Indicated is to prevent buckling of Individual truss web andfor chord members only. Additlonaltemporaryand permanembracing WOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, medlen and bradng of trusses and buss systems. see ANSVTPI1 Qualify Cdreda, DSB49 and SCSI Building Component Sahylnrormerlon available from Tmss Plate Institute, 218 N. Lee Street, Sufte 312, Alexandra, VA22314. 6904 Parke East BIM. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION -II�I—"I�--� 3I4\4—"(7 Center plate on joint unless x, y W �.? offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-11fi r For 4 x 2 orientation, locale plates 0- yid' 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 symbol shown and/or th by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIFTP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 61 dimensions shown scale) 1 (Drawings not too sccale) 3 0 W O 2 U a O 1— 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS [CC -ES Reports: ESR-1311. ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved M iTe ke MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Neverexceed the design loading shown and never slack 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 ANSVrPI 1. 7. Design assumes tresses will be suitably protected from the environment in accord with ANSIrrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabncalion. 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 defiection. 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 purms 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 out or alter truss member or plate without prior approval of an engineer. 17. Instal and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPI 1 Quality Criteria. Hatch Legend LINTEL BY BLDR. =COLUMN BELOW T.O.B @ 9'0" MT.O.B @ 18'6" 1-0 00 (313LLFDGER BY BLDR. Tp RGDR 1RV55 END DETNL 4R4= 13 9 TYR. ROOF MUSS READ DETBR. 3yt 131 42t± 1 R TRuss sxv varuL n NOTES: LIRE'ElM ER'EIRECLMMEXUFTUNE me L.DUN.IXSi<IGnOH NND TEMPORM BROU NG.) REFER TO ENGINEERED OMWINGS TOR PED... RRnaNG RmUIRm, 21m TRU.D IINELUDING TRUSES UNDER VRLLEY iRM11XG1 MUEY BE COMPLETELY EacEm OR RERR OR mT.L VE05 Me B.IAEL VAIEESS ARE TO RE COHVEHTIDXpLLY EMMm BY REUBEN. 6WL TRUSSES ARE DELGNED MR i' — ...UM "'U"" UNMS nmeaaISE ABE WNEIDE RED UDAD BGRING UNUEE vm serve NDTmo G.W. TRUSSES.. BE IX$]LLIED WmI mE MP BE.. P. ].iBFAMMfADEX/UNIEL (NOR) TO BE NRRIAD BY BUIIUER IoBuffdem FirstSource DMEa.miamacim iwci! I. Tampa mwa.n FreepN. e.I aaR . avvnsR. Rich RiaB3i LaO.R.AO B Jensen Beach, FL 34957 wE¢ wwR.. RiasiRes R... �. NOT TO SCALE I owun0 I ec 12309743 1 MITEK PLATE APPROVAL Ifs 2197.2 - 2197.4, WEYERHAUSER PRODUCT #'s 1630.2 - 1630.10 [ 2;202B 1 wn 123997.