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HomeMy WebLinkAboutTruss151. 810 --- C✓j M I i ti r- I,- r- v N J3 2' 411 - J5T ���< v 35, 91 fit ( 11 � \> \ C1 . 2 4 9 i \ �L� 9'-4" CLG 9'-4^ 010 4 CLG.O 4,0 EP COFPET� N .--j ""'"" j 77 C3 HTU26 _ i 9,-4" N HTU26, CLG C4 h l o E i C5 HTU26„ \ BEARING COLUMN TOP AT 9'-4" < •, C6 N (D (D \ U) a ,\< J7 _ \ 14' 1 /,4" �< J7 '21 � T 0(1. 1 0#0 �i 21 011 011 21 1 J7 CLG ktpC7\ 00 J7 A CE J7 \.� 60' 011 181011 Lo P I,•- r— le LO co � 9'-4" CLG , , u A" }/ 9'-4" CLG co g, 4„ CLG M • III W fin" 3� Jrourd H � § rri�1•!��{��11ii�il��l'..M� li�l ..,=i• �i� 351 811 1 ✓1 U-N CLG 26, 4" r 0 rn Q Q Q Q LO M 9 Hall y'-4" CLG 9'-4" CLG JLG3/4" / TO CENTERLINE OF BRC COLUMN a fr sisjl li I o z x ' 1 0" Z iY i 21 011 21 011 21 011 21 011 21 0" 21 12'0" W � it ,� -- - •.,\ 7' 011 \ u \-. Y! Q M Q Q D1 D1 D1 D1 N N D4 N J3 11 A 1 11 I 9.-4,' CLG O ACCES N O i N 0 9'-4!' 9'-4" N CLG CLG 0 N 0 N O N O 9' 4" N CL O 61 0 1 3 5 7 7 J7 J7 J7 N J7 7 0 7 o � o 7 7 N N is ® \■ T311 9, 1 0„ 71 311 24' 4" 601011 TRUSS END DETAIL SQUARE CUT OVERHANG 12 w/2X4 LEVEL RETURNS 6 I— 4-3/16" HEEL HEIGHT 511 1 /2" NO LEVEL RETURNS AT ENTRY AND GARAGE BUMP OUT q h N� ryi a I if, RECEIVED FEB 12 2020 ST. Lucie County, PennitGing HANGER LEGEND * - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED OTHERWISE * - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 UNLESS NOTED OTHERWISE MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID IMPORTANT WIND ASCE7-16 ENCLOSED This Drawing Must Be Approved And EXPOSURE CATEGORY C Returned Before Fabrication Will OCCUPANCY CATEGORY II Begin. For Your Protection Check All WIND LOAD 160 MPH Dimensions And Conditions Prior To *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan. BOTTOMCHORDLIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE ROOF LOADING FLOOR LOADING BEEN ACCEPTED. TCLL: 20 PSF TCLL: PSF TCDL: 15 PSF TCDL: PSF BCDL: 10 PSF BCDL: PSF 3y Date TOTAL: 45 PSF TOTAL: PSF DURATION: 1.26 DURATION: CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-131 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. TRUSS CONNECTION LIST QTl PRODUCT LUS24 20 HTU26 HTU28 HHUS26-2 2 kGUS26-2 HGUS28-2 HANGER BY BLDR. ' HCD HOMES k� PROJECT: Meadowood MODEL: - Renton JEM - Island ADDRESS: TBD LOT'/BLOCK: �(,02'- 4 CITY: RCE COU FR F RA PETAWN DRA i gTY J013'-# : 610qFS1996 DATE: 12/11/2020 SCALE: NTS Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss desigifs rely • ry blished by others. Yj MiTek RE: 2561996 - GHO Homes - Renton JEM -'Island Site Information: i FEB 12 2020 Customer Info: GHO Homes Project Name: MW04 Model: Renton JEM - Island Lot/Block: 4 Subdivision: Meadowood Address: TBD, - City: Fort Pierce 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: FBC2020/TP12014- Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 71 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date I No. Seal# Truss Name 1 T22147462 A 12/11/20 23 T22147484 Cl 2 T22147463 Al 12/11/20 24 T22147485 C2 3 T22147464 A2 12/11/20 25 T22147486 C3 4 T22147465 A3 12/11/20 26 T22147487 C4 5 T22147466 A4 12/11/20 27 T22147488 C5 6 T22147467 A5 12/11/20 28 T22147489 C6 7 T22147468 A6 12/11/20 29 T22147490 CJ2 8 T22147469 A7 12/11/20 30 T22147491 CJ2A 9 T22147470 A10 12/11/20 31 T22147492 CJ5 10 T22147471 All 12/11/20 32 T22147493 CJ7 11 T22147472 Al2 12/11/20 33 T22147494 CJ7T 12 T22147473 A13 12/11/20 34 T22147495 D1 13 T22147474 A14 12/11/20 35 T22147496 D3 14 T22147475 A15 12/11/20 36 T22147497 D4 15 T22147476 A16 12/11/20 37 T22147498 D5 16 T22147477 A17 12/11/20 38 T22147499 D6 17 T22147478 A18 12/11/20 39 T22147500 D7 18 T22147479 A19 12/11/20 40 T22147501 D8 19 T22147480 B1 12/11/20 41 T22147502 D9 20 T22147481 B2 12/11/20 42 T22147503 E1 21 T22147482 B3 12/11/20 43 T22147504 E2 22 T22147483 B4 12/11/20 44 T22147505 E3 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, FL). Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Fforida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were t Any project specific information included is for MiTek's or ~r,given to MiTek or TRENCO. TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Date 12/11/20 I j 12/11/20 12/11/20 12/11/20 12/11/20 12/11/20 12/11/20 12/11/20 12/11 /20 12/11/20 12/11/20 12/11/20 12/11/20 12/11/20 12/11/20 12/11/20 12/11/20 12/11/20 12/11/20 12/11/20 12/11/20 12/11/2 �11111111//11 ���� R C P E Ni'-. F..�L 39 • � r :?3 '. STATE OF . li/ 11111 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 Finn, Walter 1 of 2 MM N81 0 MiTek 0 RE: 2561996 - GHO Homes - Renton JEM - Island MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: GHO Homes Project Name: MW04 Model: Renton JEM - Island Lot/Block: 4 Subdivision: Meadowood Address: TBD, - City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T22147506 J 1 12/11/20 46 T22147507 AA A 12/11/20 47 T22147508 J2 12/11/20 48 T22147509 J2A 12/11/20 49 T22147510 J2B 12/11/20 50 T22147511 J2C 12/11/20 51 T22147512 J3 12/11/20 52 T22147513 J3A 12/11/20 53 T22147514 J5 12/11/20 54 T22147515 J5A 12/11/20 55 T22147516 J5T 12/11/20 56 T22147517 J7 12/11/20 57 T22147518 HA 12/11/20 58 T22147519 J7G 12/11/20 59 T22147520 J7T 12/11/20 60 T22147521 MV2 12/11/20 61 T22147522 MV4 12/11/20 62 T22147523 MV6 12/11/20 63 T22147524 MV8 12/11/20 64 T22147525 PB1 12/11/20 65 T22147526 PB2 12%11/20 66 T22147527 PB3 12/11/20 67 T22147528 V01 12/11/20 68 T22147529 V1 12/11/20 69 T22147530 V02 12/11/20 70 T22147531 V3 12/11/20 71 T22147532 V5 12111 /20 2 of 2 Job Truss Truss Type j Qty Ply GHO Homes - Renton JEM - Island T22147462 2561996 A Piggyback Base 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:27:24 2020 Page 1 2x4 ID:QjOBPNe6Hg4inNCP504QXWytH2O-pOB WL9FUmrKvMPt2PnpmZljSpaSpdm BfcucLel yACOn -2 00 4-5-8 10-9.6 16-2-1 21-2-0 26-1-15 32-1-5 37-2-0 2 4-5-8 6-3-14 5-4-11 4-11-15 4-11-15 5-11-5 5-0-11 TOP CHORD UNDER PIGGYBACKS Scale =1:70.1 TO BE LATERALLY BRACED BY PURLINS AT 2-0-0 OC. MAX. 5x6 = TYPICAL. 5x6 = 3x4 = 6.00 12 6 23 7 24 25 8 3x4 = 4x6 = 3x8 = 5x6 NB = 3x8 = 4x4 — 3x6 II d A 7-9 8 16-2-1 26-1-15 32-1-5 37-2-0 7-9-8 8-4-9 9-11-14 5-11-5 5-0-11 Plate Offsets (X,Y)— [2:0-0-4,0-1-81,[4:0-3-0,Edge1,[6:0-3-0,0-2-01,[8:0-3.0 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.35 13-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.62 13-15 >715 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-SH Weight: 232 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-12 oc purlins, BOT CHORD 2x4 SP No.2 `Except` except end verticals. 14-16: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 2x4 SP ND.3 WEBS 1 Row at micipt 7-15. 7-13 OTHERS 2x4 SP No.3 `Except` 1-18: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-318(LC 10) Max Uplift 2=-795(LC 12), 11=-616(LC 12) Max Grav 2=2163(LC 17), 11=1894(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3534/1414, 3-5=-3300/1330, 5-6=2488/1168, 6-7=2183/1116, 7-8=1811/975, 8-9=-2075/1017, 9-10=-1820/812, 10-11=-1807/828 BOT CHORD 2-17=-1325/3235, 15-17=-1111/2814, 13-15=-797/2136, 12-13=-648/1563 WEBS 5-17=-43/468, 5-15=-802/476, 6-15=274/758, 7-13=-619/313, B-13=-1971610, 9-13=-70/406, 9-12=-708/411, 10-12=726/1754 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 16-2-1, Exterior(2R) 16-2-1 to 24-7-14, Interior(1) 24-7-14 to 26-1-15, Exterior(2R) 26-1-15 to 34-7-12, Interior(1) 34-7-12 to 37-0-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 795 lb uplift at joint 2 and 616 lb uplift at joint 11. 0%"t1111111111,,, VIER P. �, • v�CENSF�•� : i No 2283;9 el ,n •.• •.� _ �. Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 A WARNING -Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147463 2561996 Al Piggyback Base 1 1 Job Reference (optional) builciers t-IrstSource (Plant laty, FL), Plant Gny, FL - 33b6/, 1 -2-0-0 , 4-5-8 10-9-6 16-2-1 2-0-0 45-8 6-3-14 5-4-11 r, 6.00 12 2x4 H d t1.4JU S NOV JU ZUZU MI I eK Inaustries, Inc. Fri Liec 11 UU:Z/:Zb ZUZU Page 1 ID: QjOBPNe6Hg4inNCP504QXVMH2O-HCIuZVF7X9Sm_ZSEzVK?5yFd W_pYMDSorXLuBTyACOm 21-2-0 26-1-15 32-1-4 37-8-8 4-11-15 4-11-15 5-11-5 5-7-4 i Scale=1:70.5 5x6 = 3x4 = 5x6 = 6 23 7 24 25 8 26 3x4 = 4x6 = 3x8 — 5x6 WB = 3x8 — 4x4 — 4x6 II 16-2-1 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.62 BC 0.91 WB 0.93 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Udefl Ud -0.33 13-15 >999 240 -0.60 13-15 >750 180 0.11 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 234 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins, BOT CHORD 2x4 SP No.1 'Except' except end verticals. 2-16: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-15 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-15, 7-13 OTHERS 2x4 SP No.3 *Except* 1-18: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-5-12 Max Horz 2=-323(LC 10) Max Uplift 2=-805(LC 12), 11=624(LC 12) Max Grav 2=2189(LC 17), 11=1927(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3586/1437, 3-5=-3353/1354, 5-6=2543/1194, 6-7=2232/1139, 7-8=1899/1012, 8-9=-2175/1059, 9-1 0=-2025/892, 10-11 =-1 830/838 BOT CHORD 2-17=-1330/3284, 15-17=-1119/2866, 13-15=-81k204, 12-13=-708/1736 WEBS 5-17=-41/466, 5-15=-802/475, 6-15=285/782, 7-13=-588/300, 8-13=-220/652, 9-13=-84/301, 9-12=-608/373, 10-12=756/1850 n u5 ob 6 N Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph Vasd=124mph; �%,,� ER ,P , /C'f % �•,.•• (3-second gust) TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) to 3-10-9, Interior(1) 3-10-9 to �� V E N �i� -2-1-7 16-2-1, Exterior(21R) 16-2-1 to 24-7-14, Interior(l) `�� �C S+'• y V F•••, 24-7-14 to 26-1-15, Exterior(2R) 26-1-15 to 34-7-12, Interior(1) 34-7-12 to 37-6-12 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 No 22839 •� 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific = .* to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. •: _ 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'U 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 '�3 F 441- •�C/ will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing capable of withstanding 805 lb at 2 624 lb �� 'i�'� Q;•� plate uplift joint and uplift at joint 11. Q ��`�� ♦ R , , Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 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 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 individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes -Renton JEM -Island T22147464 2561996 A2 Piggyback Base 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:27:43 2020 Page 1 ID:QjOBPNe6Hg4inNCP504QXWytH2O-IgrhKeTPHhjCBKgh1 HfDgl?gsExlaOsS_LirpQyACOU 47-2.0 -2-0-0 5-10-6 11-1-0 19-0-1 240.0 28.11-15 , 31-3.0 , 36.11-0 37r10�0 445.0 4j-2-p 2-0.0 5.10-6 5.2-14 7-10.13 4.11-15 4-11.15 2." 5.8.4 0. 0-1 6-7-0 0-9• 2-0.0 Scale=1:86.1 5x6 = 3x6 = 5x6 = 6.00 12 6 34 7 35 8 36 7x8 = 3x4 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code, FBC20201TP12014 LUMBER - TOP CHORD 2x4 SP M 31 `Except' 6-8,1-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.3 `Except* 2-24,14-18: 2x4 SP No.2, 21-23: 2x4 SP M 31 11-20,20-21: 2x4 SP No.1 WEBS 2x4 SP No.3 `Except` 23-25: 2x4 SP No.2 OTHERS 2x4 SP No.3 `Except` 12-29: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-432(LC 10) Max Uplift 2=-926(LC 12), 11=-924(LC 12) Max Grav 2=2560(LC 17), 11=2651(LC 18) 3x4 = 3x4 11 4x6 = CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TC 0.76 Vert(LL) -0.43 20-22 >999 240 MT20 244/190 BC 0.97 Vert(CT) -0.79 20-22 >676 180 MT20HS 187/143 WB 0.81 Horz(CT) 0.26 11 n/a n/a Matrix-SH Weight: 291 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-22, 7-22, 7-20, 10-20 JOINTS 1 Brace at Jt(s): 16 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4448/1665, 3-5=-5267/2055, 5-6=-3614/1522, 6-7=-3178/1474, 7-8=-2946/1406, 8-1 0=-3359/1451, 10-11 =-4282/1652 BOT CHORD 2-25=-1361/4130, 5-23=-221/1034, 22-23=-1641/4963, 20-22=-945/3241. 19-20=-1288/3635, 17-19=-1231/3342, 16-17=-1231/3342, 13-16=-123113342, 11-13=-128813635, 15-18=-58/293, 14-15=-58/293 WEBS 3-25=-878/412, 23-25=-1325/4112, 3-23=-257/806, 5-22=-18741852, 6-22=-344/1129, 7-20=-492/253, 8-20=-325/1117, 10-20=-981/492, 15-16=0/264, 10-17=0/383 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 19-0-1, Exterior(2R) 19-0-1 to 27-5-14, Interior(1) 27-5-14 to 28-11-15, Exterior(2R) 28-11-15 to 37-5-12, Interior(1) 37-5-12 to 47-3-8 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 926 lb uplift at joint 2 and 924 lb uplift at joint 11. ,%I111111#fill,' No 22839 _13 OF 4 11111 Waiter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. December 11,2020 A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall�e building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the -- fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89'and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ' Qty Ply GHO Homes - Renton JEM - Island T22147465 6561996 A3 Piggyback Base 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:27:45 2020 Page 1 ID:QjO BPNe6Hg4inNCP504QXWytH2O-h3ySIKVfplzwNe_48ihhvA4_R2ew2FrlSfByuJyACOS -2-0-0 6-7-12 12-8-1 19-0-1 24-0-0 2&11-15 33-7-4 39$11 A1-6-15 i43-11-1045-2-q 4 2-0-0 6-7-12 6-0-4 6-0-0 4-11-15 4-11-15 _7-5 5-11.7 1-11.4 25-11 -2E Scale = 1:88.0 5x6 = Y 6.00 12 3x6 = 5x6 = 6 34 7 35 8 36 7x8 3x6 i 9 46 3x6 i 37 5 10x16 MT20HS 433 10 4x8 2x4 \\ 3011 3 8x12 = 2x4 11 32 2 31 2x4 11 13 14 i nr � 2x4 11 2 d 6 11 1°'Ic' N 1 o Bx10 — = 26 38 3925 24 40 23 41 22 21 20 19 16 15 3x6 = 3x8 MT20HS =3x8 = 5x6 WB = 3x8 = 4x8 = 3x4 = 46 11 2x4 11 3x6 = 19-0-1 [21:0-2-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.43 22-24 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.82 22-24 >655 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.47 15 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-SH Weight: 357 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 8-10: 2x6 SP No.2, 10-14: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. BOT CHORD 2x4 SP No.1 'Except* WEBS 1 Row at midpt 5-24, 7-24, 7-22, 9-22, 9-18 17-19: 2x4 SP No.3, 12-18,23-25: 2x4 SP M 31, 15-16: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 18 WEBS 2x4 SP No.3 *Except* 11-14: 2x4 SP No.2 OTHERS 2x4 SP No.3 LBR SCAB 10-14 2x6 SP M 26 both sides REACTIONS. (size) 2=0-8-0, 15=Mechanical Max Horz 2=409(LC 11) Max Uplift 2=-933(LC 12), 15=756(LC 12) Max Grav 2=2588(LC 17),15=2332(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4451/1721, 3-5=-4206/1695, 5-6=3109/1433, 6-7=2736/1371, 7-8=2546/1300, 8-9=-2903/1399, 9-11=-5573/2410, 11-12=-5197/2074, 12-13=-1000/430, 13-14=-666/280, 14-15=2291/954 BOT CHORD 2-26=-1498/4117, 24-26=-1258/3533, 22-24=-915/2773, 21-22=-1004/2725, 20-21=-111/289, 17-18=-1784/4684, 12-17=-1870/4891 WEBS 3-26=-360/278, 5-26=-140/750, 5-24=979/541, 6-24=-351/1003, 7-22=493/235, 8-22=404/996, 9-22=-624/387, 9-21 =633/323,18-21=941/2564, 9-18=-1167/2812, 11-18=-1022/613 NOTES- 1) Attached 8-3-11 scab 10 to 14, both face(s) 2x6 SP M 26 with 2 row(s) of 1Od (0.131 "x3") nails spaced 9" o.c.except : starting at 5-0-10 from end at joint 10, nail 3 row(s) at 4" o.c. for 3-1-0. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 19-0-1, Exterior(2R) 19-0-1 to 27-5-14, Interior(1) 27-5-14 to 28-11-15, Exterior(2R) 28-11-15 to 37-5-12, Interior(1) 37-5-12 to 45-0-4 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 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7)*his truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. MrfRnfilffdmgipWW for truss to truss connections. ,``,/1111111/IIII�I '-� eR . P. EIF�� �GV ti �. No 22839 R OF :444/ ORI O N A E�.1V�� 111 Waiter R Finn PE No.22839 MiTek USA, Inc, FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 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 truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I VI iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI17PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 December 11,2020 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147465 2561996 A3 Piggyback Base 2 1 Job Reference (optional) tsutioers rlr=Source (Plant city, FL), Plant Glty, I-L - 33bb/, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:27:45 2020 Page 2 ID:QjOBPNe6Hg4inNCP504QXWytH2O-h3ySIKVfplzwNe 48ihhvA4_R2ew2FrlSfByuJyACOS .NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 933 lb uplift at joint 2 and 756 lb uplift at joint 15. A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® 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 iv at building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage,. delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147466 2561996 A4 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:27:46 2020 Page 1 ID: QjOBPNe6Hg4inNCP504QXWytH2O-9FWgzgWiac5n7oZGiPCwSOd9NS_Onl3ugJxVQIyACOR 2111 6-7-7 12-8-0 19-0-0 24-0-0 29-0-0 34 4-11 40-0-1 45-2-0 ' 2-0-0 ' 6-7-7 ' 6-0-9 ' 6-4-0 ' 5-0-0 ' 5-0-0 5-4-11 5-7-6 5-1-15 m 2x4 d 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020frP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except' 15-17: 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 `Except' 20-21: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 13=Mechanical Max Horz 2=406(LC 11) Max Uplift 2=-933(LC 12), 13=747(LC 12) Max Grav 2=2599(LC 17), 13=2380(LC 18) 5x6 = 6.00 12 3x6 = Sx6 = 6 24 7 25 8 26 3x8MT20HS =3x8 = 19-0-0 5x12 = 3x6 = 45-2-0 Scale = 1:84.8 1. 6x12 MT20HS = CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TC 0.87 Vert(LL) -0.3616-18 >999 240 MT20 244/190 BC 0.93 Vert(CT) -0.68 16-18 >788 180 MT20HS 167/143 WB 0.78 Horz(CT) 0.18 13 n/a n/a Matrix-SH Weight: 277 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-16. 7-16, 7-15, 9-15, 11-13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4476/1719, 3-5=-4231/1691, 5-6=-3132/1431, 6-7=-2757/1368, 7-8=2575/1294, 8-9=-2921/1374,9-11=-3256/1387,12-13=-260/182 BOT CHORD 2-18=-1509/4138, 16-18=-1268/3553, 15-16=-923/2802, 14-15=-1015/2743, 13-14=-1024/2596 WEBS 3-18=-358/278, 5-18=-139/750, 5-16=980/541, 6-16=-349/1012, 7-16=-254/212, 7-15=-498/248, 8-15=-367/978, 9-15=-526/351, 11-14=0/445, 11-13=-3158/1267 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 19-0-0, Exterior(2R) 19-0-0 to 27-5-13, Interior(1) 27-5-13 to 29-0-0, Exterior(2R) 29-0-0 to 37-5-13, Interior(1) 37-5-13 to 45-0-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 8) Aefer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 933 lb uplift at joint 2 and 747 lb uplift at joint 13. f No 22839 O: OF .:4 11111 Walter R Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall pal building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147467 2561996 A5 Hip 1 1 Job Reference (optional) 4 6uuaers rlrslsource (rlanl uty, t-L), rlant city, rL - aa00f, o.9ou s Nov du zuzu wu I eK Inaustrles, Inc. t-rl uec i i uu:zt:90 zuzu rage I ID: QjOBPNe6Hg4inNCP504QXWytH2O.6deaOMXY6DLVE5jfpgEOXpiWsFfsFdKB8dQcVeyACOP -2-0.0 6-2-13 11-5-0 17-0.0 24-0-0 31-0-0 W-7-7 40-6-9 45-2-0 2-0-0 6-2-13 12-3 5-7-0 7-0-0 7-0-0 4-7-7 4-11-3 4-7-7 Scale = 1:88.2 2x4 11 2x4 II � zxa 11 z 22 7x8 = 5x8 = 2x4 II 5x8 = 6.00 12 6 28 7 29 30 31 8 21 3x8 MT20HS = 3x4 I I 3x6 = 24-0-0 31-0-0 1 35-7-7 14 3x4 I I 4x6 11 13 12 3x8 MT20HS 11 7x14 MT20HS = 40-6-9 I14. LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.81 BC 0.97 WB 0.92 Matrix-SH DEFL. in (loc) Vdefl Ud Vert(LL) -0.33 17-19 >999 240 Vert(CT) -0.66 17-19 >810 180 Horz(CT) 0.32 12 n/a n/a PLATES MT20 MT20HS Weight: 291 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 5-19 5-21,9-14: 2x4 SP No.3, 18-20: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 20-22: 2x4 SP No.2 OTHERS 2x4 SP No.2 'Except' 24-25: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=Mechanical Max Horz 2=363(LC 11) Max Uplift 2=-933(LC 12), 12=747(LC 12) Max Grav 2=2548(LC 17), 12=2329(LC 18) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4419/1702, 3-5=-5100/2085, 5-6=-3859/1682, 6-7=-3547/1694, 7-8=-3547/1694, 8-9=-3477/1574, 9-10=-3998/1702, 10-11=-2875/1181, 11-12=-2249/957 BOT CHORD 2-22=-1497/4051, 5-20=-278/1016, 19-20=-1724/4710, 17-19=-1163/3523, 16-17=-1042/3052, 15-16=1311/3471, 9-15=-86/369 WEBS 3-22=-860/454, 20-22=-1486/4040, 3-20=-223/663, 5-19=1504/706, 6-19=350/1164, 81 %J1111111111111 13-15 19802491, ,,PVIeR•'?• 10-1557 811/160, 10 13= 1353/656, 11 13=-989125566/416, �. �GENS•'�,VV•y �. NOTES- �. ,� V F••••• �� 1) Unbalanced roof live loads have been considered for this design, No 22839 •� 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. r * * = 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 17-0-0, Exterior(2R) 17-0-0 to 25-5-13, Interior(1) 25-5-13 to 31-0-0, Exterior(2R) 31-0-0 to 39-5-13, Interior(1) 39-5-13 to 45-0-4 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 "fl 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ?3 •• T4 0 F CC/ to the use of this truss component. .�O't� •'• Q;•• 4) Provide adequate drainage to prevent water ponding. ��` �i��s • R �•' 5). II plates are MT20 plates unless otherwise indicated. ��,,� This truss l ve loads. ve load eall with any other llrectangle O 5 N A� " ?: 7) This truss has been designed for a live load of 20: psf on the bottom N n chord areas where ant 3-6-0 tall by 2-0-0 wide will fit between.the bottom chord and any other members, with BCDL = 10.Opsf. 8) Refer to girder(s) for truss to truss connections. Walter P. Finn PE No.22839 9f Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 933 lb uplift at joint 2 and 747 lb uplift at MiTek USA, Inc. FL Cert 6634 joint 12. 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. M Design valid for use only with Tek® 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 prop edy Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss'web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP/i Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147468 2561996 A6 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:27:49 2020 Page 1 ID: QjOBPNe6Hg4inNC P504QXWytH2O-agCybYAtXTMsFIrNXmd4OFfTf?g_3tKMG9914yAC00 2-0-0 7-9-0 15-0-0 20-7-13 27-4-4 33-0-0 38 5-3 45 2-0 2-0-0 7-9-0 7-3-1 5-7-13 6 8-7 5-7-13 5-5-3 6 8-13 2x4 a 6.00 12 5x6 = 3x6 = 3x6 = 3x6 = 5x6 = 5 6 25 726 827 28 9 2x4 11 3x8 MT20HS = 3x6 = 5x6 WB = 3x8 = 5x6 = 3x8 = 15-0-0 24-0-0 33-M 38-5-3 , LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0' ' Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-5,1-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 *Except* 1-20: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 12=Mechanical Max Horz 2=320(LC 11) Max Uplift 2=-933(LC 12), 12=-747(LC 12) Max Grav 2=2554(LC 17), 12=2336(LC 18) Scale = 1:87.0 4x10 MT20HS 11 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TC 0.94 Vert(LL) -0.33 16-18 >999 240 MT20 2441190 BC 0.94 Vert(CT) -0.64 16-18 >838 180 MT20HS 187/143 WB 0.97 Horz(CT) 0.18 12 n/a n/a Matrix-SH Weight: 267 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-18, 6-18, 6-16. 8-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4391/1717, 3-5=-352811498, 5-6=3106/1441, 6-8=3374/1556, 8-9=2755/1306, 9-10=-3122/1396,10-11=-317311302,11-12=-2216/970 BOT CHORD 2-19=-1502/3993, 18-19=-1502/3993, 16-18=-1221/3462, 14-16=1194/3275, 13-14=-1049/2737 WEBS 3-19=01303. 3-18=932/495, 5-18=357/1130, 6-18=-683/308, 8-16=-9/452, 8-14=-1012/436, 9-14=-387/1040, 10-13=-419/294, 11-13=1000/2634 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 15-0-0, Exterior(2R) 15-0-0 to 23-5-13, Interior(1) 23-5-13 to 33-0-0, Exterior(2R) 33-0-0 to 41-5-13, Interior(1) 41-5-13 to 45-0-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for 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 ill fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 933 lb uplift at joint 2 and 747 lb uplift at joint 12. w `,t11111GE 11/I///�I No 22839 Wit• O F : 4u�/ 11111 Walter R Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5N9/2020 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 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 Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Renton JEM -island T22147469 2561996 A7 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:27:50 2020 Page 1 ID:QjO BPNe6Hg4inNCP504QXWytH2O-2OmLo2ZoerbDUPt1 xFHscDnrW3P2)YkUbwvjZWyACON 211 6 & 14 13-0-0 20.10-9 27-1-7 35-0-0 39-4-4 45-2-0 2-0-0 6.14 6-5-2 7-10-9 6-2-14 7-10-9 4-4 4 5-9-12 w 2x4 6 6.00 12 5x6 = 3x6 = 3x6 = 3x6 = 5xe = 5 24 6 25 7 826 27 28 9 29 2x4 I I 4x10 MT20HS = 3x6 = 4x10 MT20HS = 3x8 — 3x8 = Scale = 1:83.8 6x8 = 6.6-14 13-0-0 24-0-0 35-0-0 45-2-0 6-6-14 6-5-2 ' 11-0-0 11-0-0 10-2-0 Plate Offsets (X,Y)— [5:0-4-0,0-2-81,[9:0-4-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.43 15-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.84 15-17 >640 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.18 12 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH Weight: 251 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5: 2x4 SP No.1, 9-11,1-4: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-0 oc bracing. BOT CHORD 2x4 SP M 31 WEBS 1 Row at micipt 6-17. 8-13, 10-12 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=Mechanical Max Horz 2=276(LC 11) Max Uplift 2=-933(LC 12), 12=747(LC 12) Max Grav 2=2545(LC 17), 12=2327(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4406/1722, 3-5=-3736/1535, 5-6=3312/1469, 6-8=3923/1713, 8-9=2848/1294, 9-10=-3201/1385, 10-11=-313/169, 11-12=-320/220 BOT CHORD 2-18=-1517/3979, 17-18=-1517/3979, 15-17=-1435/3965, 13-15=-1415/3791, 12-13=-1040/2578 WEBS 3-17=-697/414, 5-17=-335/1163, 6-17=-966/411, 8-15=-16/470, 8-13=-1356/570, 9-13=-316/1015, 10-13=-33/422, 10-12=-3022/1251 NOTES- 1 ) Unbalanced live loads have been for this design. roof considered 2) Wind: ASIDE 7-16; Vult=160mph ♦,♦♦� J ER P. / (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=601t; eave=7ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS C-C Exterjor(2E) to 3-10-9, Interior(1) ♦ ` V P •� E !v g ••�'�L *�� (directional) and -2-1-7 3-10-9 to 13-0-0, Exterjor(2R) 13-0-0 to 21-5-13, Interior(1) ,�♦♦ V F••% 21-5-13 to 35-0-0, Exterior(2R) 35-0-0 to 43-5-13, Interior(1) 43-5-13 to 45-0-4 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 :� • No 22839 • •� 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. '>7 �OF 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ; [(/ Z 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . 0 % �/ '� '1- will fit between the bottom chord and any other members, with BCDL = 10.Opsf. .. N %�� ••. Q 8) Refer to girder(s) for truss to truss connections. �j��1 0 R X ... �} ♦♦♦ ��i 9) Providemechanical connection (by others) of truss to bearing plate capable of withstanding 933 lb uplift at joint 2 and 747 lb uplift at s�0 N A� �♦♦ joint Walter R Finn PE No.22839 r MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTeM connectors. This design Is based only upon parameters shown, and is for an Individual building component, not Sal, a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss�web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147470 2561996 A10 Piggyback Base 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:27:27 2020 Page 1 ID: QjOBPNe6Hg4inNCP504QXWytH2O-Dbte_AHN2miUDtcd5wMTANKzloUcg7g5Jrq?FMyACOk 4-5-8 10-9-6 16-2-1 21-2-0 26-1-15 30.11-0 35-11-8 2-0 0 4-5-8 6-3-14 5-0-11 4-11-15 4-11-15 4-9-1 5-0 8 2 8 2x4 0 5x6 = 6.00 12 3x4 = 5x6 = 23 7 24 8 Scale = 1:69.1 3x4 = 5x12 = 4x6 = 3x8 = 6x8 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020rrPI2014 CSI. TC 0.61 BC 1.00 WB 0.94 Matrix-SH DEFL. in (loc) I/deft L/d Vert(LL) -0.35 13-14 >999 240 Vert(CT) -0.63 13-14 >698 180 Horz(CT) 0.10 13 We n/a PLATES GRIP MT20 244/190 Weight: 231 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc purlins, BOT CHORD 2x4 SP M 31 `Except* except end verticals. 15-16: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 `Except` WEBS 1 Row at midpt 7-16, 7-14, 9-13 12-13: 2x6 SP No.2 OTHERS 2x4 SP No.2 `Except` 19-20: 2x4 SP No.3 REACTIONS. (size) 13=0-8-0, 2=0-8-0 Max Harz 2=-308(LC 10) Max Uplift 13=-617(LC 12), 2=-791(LC 12) Max Grav 13=1916(LC 18),2=2168(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3548/1438, 3-5=-3314/1364, 5-6=-2491/1211, 6-7=218511170, 7-8=-1839/1016, 8-9=-2095/1049, 9-10=-316/158, 10-11=-880/502, 10-12=-388/599, 11-13=-360/215 BOT CHORD 2-17=-1430/3240, 16-17=-1239/2813, 14-16=-904/2149, 13-14=-744/1611 WEBS 5-17=-26/479, 5-16=-809/489, 6-16=274/760, 7-14=-587/366, 8-14=-221/653, 9-14=-26/414, 9-13=-1969/949 NOTES - 1) Unbalanced roof live loads have been considered for this design. ``�1111111f/�,� No DER P. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. ,% PV•........ V E NS ••. 'Y �i� II; Exp C; Encl., GCpi=0.18; MWFRS C-C Exterior(2E) 3-10-9, ,�� �C V F ••,• �� (directional) and -2-1-7 to Interior(1) 3-10-9 to 16-2-1, Exterior(2R) �� 16-2-1 to 22-2-1, Interior(1) 22-2-1 to 26-1-15, Exterior(2R) 26-1-15 to 32-1-15, Interior(1) 32-1-15 to 36-11-4 zone; cantilever left and No 22839 �� right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ` * * = 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific •: to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live loan nonconcurrent with any other live loads. I—Q OF 141 Z �'. 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 fit between the bottom BCDL . 4 �i�'�,c� Q;•. will chord and any other members, with = 10.Opsf. .� Q \�`,� X 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 617 lb uplift at joint 13 and 791 lb uplift at ...."* joint2. \ �� I,,1O fV Al 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. %% Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overalls building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147471 2561996 All Piggyback Base 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MTek Industries, Inc. Fri Dec 11 00:27:28 2020 Page 1 ID:QjOBPNe6Hg4inNCP504QXWytH2O-hnROBWI?p4gLrl Bpedtijbt7gBs2ZaBFXVaYnoyACOj 2-0 0 , 4-5 8 10-9 6 16 2-1 21-2-0 26 1-15 32-1-0 03-11 8 , 37-2-0 0 4-5-8 6-3-14 5-4-11 4-11-15 4-11-15 5-11-5 1-10<1 3-2-8 2x4 H 0 5x6 = 6.00 12 3x4 = 5x6 = 24 7 25 8 Scale = 1:70.1 3x4 = 5xl2 = 5x6 WB = 3x8 = 4x4 = 3x6 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 *Except* 1-19: 2x4 SP No.2 REACTIONS. (size) 13=0-8-0, 2=0-8-0 Max Horz 2=309(LC 12) Max Uplift 13=-624(LC 12), 2=787(LC 12) Max Grav 13=1845(LC 18), 2=2167(LC 17) I CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.69 Vert(LL) -0.33 15-17 >999 240 MT20 244/190 BC 0.86 Vert(CT) -0.58 16-17 >757 180 WB 0.93 Horz(CT) 0.10 13 n/a n/a Matrix-SH Weight: 238 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-2-0 oc bracing. WEBS 1 Row at midpt 7-17, 7-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3543/1430, 3-5=-3309/1357, 5-6=2496/1201, 6-7=2189/1160, 7-8=1796/1013, 8-9=-2062/1027, 9-10=-1707/788, 10-11=-1720/785, 11-13=-17591844 BOTCHORD 2-1 8=-1 477/3222, 17-18=-1287/2799, 15-17=-951/2124, 14-15=-728/1556 WEBS 5-18=-29/469, 5-17=-803/491, 6-17=-268/761, 7-15=-612/356, 8-15=-165/618, 9-14=-712/467, 9-15=-88/390, 11-14=-843/1762 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl.,-GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 16-2-1, Exterior(2R) 16-2-1 to 22-2-1, Interior(1) 22-2-1 to 26-1-15, Exterior(2R) 26-1-15 to 32-1-4, Interior(1) 32-1-4 to 37-0-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 624 lb uplift at joint 13 and 787 lb uplift at joint 2. 8) Graphical puriin representation does not depict the size or the orientation of the Pullin along the top and/or bottom chord. ,111111111/IIII No 22839 11111 Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® 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 building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147472 2561996 Al2 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:27:29 2020 Page 1 ID: QjOBPNe6Hg4inNCP504QXWytH2O-9_POsJdaOyCTAm?CLPxGoOFLbB816BOm9J6KEyACOi 5-8-10 13-0-0 , 19-6-0 11111 , 27-4-5 31-3-8 $2-11-8, 35-6-0 3R-6-Q 7-3-6 6-6-0 2-0-0 5-10-5 3-11-3 1-8-0 2-6 8 -04 5x6 = 6.00 12 5x6 = 3x4 = 5x6 WB = 3x4 = 3x4 = 5x6 WB = Scale = 1:70.6 I I 13 05d 12 M 5X8 = 6X8 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020lrP12014 CSI. TC 0.89 BC 0.93 WB 0.63 Matrix-SH DEFL. in floc) Vdefl Ud Vert(LL) -0.37 15-16 >999 240 Vert(CT) -0.62 18-20 >703 180 Horz(CT) 0.11 14 n/a n/a PLATES GRIP MT20 244/190 Weight: 241 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 17-19: 2x4 SP No.2 WEBS 1 Row at midpt 5-18, 8-16, 8-15, 10-14 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 - 3-2-2 REACTIONS. (size) 14=0-8-0, 1=Mechanical Max Horz 1=-367(LC 10) Max Uplift 14=-623(LC 12), 1=-599(LC 12) Max Gram 14=1863(LC 18), 1=1962(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3318/1364, 3-5=-2960/1209, 5-6=-1967/1026, 6-7=1692/996, 7-8=-1980/1033, 8-9=-1798/838, 9-1 0=-1 556/690 BOT CHORD 1-20=-1324/3079, 18-20=-1060/2556, 16-18=-653/1778, 15-16=-754/1747, 14-15=-459/1105 WEBS 3-20=-381/359, 5-20=-89/658, 5-18=1140/593, 6-18=-312/660, 7-16=216/569, 8-16=-306/272, 8-15=-424/257, 9-15=891/467, 10-15=-583/1576, 10-14=2013/818 �I111111/III NOTES- ��� R P. ,� �1 �.• /, 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; Cat. ,%,,• • . V E N ••.� gust) eave=7ft; II; Exp C; Encl., GCpi=0.18; ,�� •• �G S F MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 19-6-0, Exterior(2E) 19-6-0 �� to 21-6-0, Exterior(2R) 21-6-0 to 27-4-5, Interior(1) 27-4-5 to 32-11-8, Exterior(2E) 32-11-8 to 35-5-9, Interior(1) 35-5-9 to 36-4-4 NO 22839 • 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 'fl 4) Provide adequate drainage to prevent water ponding. i $ A �[L 5) This truss has been designed for a 10.0 psf bottom chord live load ncnconcurrent with any other live loads. • 0 % �i�'<` 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 �s •• R , p Q:•' ����� will fit between the bottom chord and any other members, with BCDL = 10.0psf. �j� • • • •, `�,� • •�\ 7) Refer to girder(s) for truss to truss connections. I� ts� �% 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 623 lb uplift at joint 14 and 599 lb uplift at joint 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 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 truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall�e building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPH Quality Cdtoda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply GHO Homes - Renton JEM - Island T22147473 2561996 A13 Roof Special 1 1 Job Reference (optional) Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:27:30 2020 Page 1 ID:QjOBPNe6Hg4inNC P504QXWytH2O-dAYncCJFLh424KLBm2wAoOySp?YT1 UkX?p3fshyACOh 0 7 7-1-8 7 9- 14-7-8 20-7-8 26-5-0 28-1-0 33-7-8 0.7- 6-6-4 0-7- 6-10.8 6 0-0 5-9-8 1-6 0 5-6-8 Scale = 1:63.2 48 = 4x6 6.00 12 = 3 21 22 4 14 - 4 II 3x4 = 3x4 = 3x8 = 4x8 = 3x6 II 0 7�- 7-1-8 7r9-Q 14-7 20-7-8 26-5-0 ,28-1-0 , 33-7-8 1 6-6-4 0-7- �6-10-8 6-0-0 5-9-8 1-8-0 5-6-8 Plate Offsets (X,Y)— [1:0-3-4,0-3-01, [3:0-5-4,0-2-01, [15:0-5-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.23 12-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.47 12-13 >838 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix-SH Weight: 242 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, 1-2,2-3: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-8-2 cc bracing. 1-16: 2x4 SP No.3 WEBS 1 Row at midpt 3-10, 5-10, 1-15, 2-12 WEBS 2x4 SP No.3 *Except* 2-13: 2x8 SP 240OF 2.0E OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 8=0-8-0, 17=0-6-8 Max Horz 17=202(LC 11) Max Uplift 8=-547(LC 12). 17=551(LC 12) Max Grav 8=1747(LC 18), 17=1678(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2214/1095, 2-3=-1798/949, 3-4=-1524/929, 4-5=-1742/957, 5-6=-1340/726, 6-7=-1531/719, 7-8=-1674/805 BOT CHORD 1-1 7=-1 543/782, 12-13=-756/1695, 10-12=-629/1560, 9-10=-665/1507 WEBS 3-12=-43/424, 4-10=-91/382, 6-9=88/398, 7-9=620/1487, 1-15=1206/2547, 2-15=-1045/674, 5-9=-932/514 NOTES- P. P F ���� / 1) Unbalanced roof live loads have been considered for this design. Wind: 7-16; ♦ E N 2) ASCE Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. `♦♦ V •• �G S V F•••, II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-0 to 6-9-0. Interior(1) 6-9-0 to 14-7-8, Extertor(2E) 14-7-8 ,� •• to 26-5-0, Interior(1) 26-5-0 to 28-1-0, Exterior(2E) 28-1-0 to 33-5-12 zone; cantilever left and right exposed ;C-C for members and : N O 22839 r •� forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 * 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated, i �i •• OF [V 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. "This •, 4 �i�'�n•• 7) 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 • R will fit between the bottom chord and any other members, with BCDL = IO.Opsf. • 4# s • I `� ♦♦♦ 8) Bearing at joint(s) 17 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify I4f,� I��III N capacity of bearing surface. ,�%,♦♦ 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 547 lb uplift at joint 8 and 551 lb uplift at joint 17. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 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 truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall r building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI117P/1 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147474 2561996 A14 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:27:32 2020 Page 1 ID:QjOBPNe6Hg4inNCP504QXWytH2O-aYgX1 uLWtJKmKeUatTyetR2mppC8VOigS7YmwZyACOf 13.5.7 0 7 5-3-14 7-1-8 9.9.2 12.2.7 12 7 1.1, 21-2-8 1-7.8 24.5.0 26.1-0 33-7-8 0.7- 4-8-10 1-9-10 2-7-8 2-5-7 0-5- 3.11.8 3-9-8 1-5-0 1-9-8 1-8-0 7-6-8 0-9-15 Scale = 1:63.2 6.00 12 3x8 i 3x6 II 3x8 = 5x8 -Z� 4x4 = 6x8 = 4 5 29 30 6 31 7 8 46 = 5x8 = 22 21 18 17 13 12 11 2x4 I 2x4 II 4x4 II 3x4 = 4x8 = 4x8 = 46 9-9-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020fTP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-5: 2x4 SP M 31, 9-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 1-25,22-23,4-21: 2x4 SP No.3, 14-20: 2x6 SP M 26 7-13: 2x8 SP 240OF 2.OE, 11-13: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 11=0-8-0, 26=0-6-8 Max Horz 26=-170(LC 12) Max Uplift 11=-543(LC 12), 26=-557(LC 12) Max Grav 11=1833(LC 18), 26=1754(LC 17) Q CSI. DEFL. in (loc) Wen Ud PLATES GRIP TC 0.88 Vert(LL) --0.28 17-18 >999 240 MT20 244/190 BC 0.91 Vert(CT) -0.51 17-18 >777 180 MT20HS 187/143 WB 0.90 Horz(CT) 0.12 11 n/a n/a Matrix-SH Weight: 303 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-5-6 oc bracing: 23-24 6-0-0 oc bracing: 13-14 7-9-12 oc bracing: 12-13. WEBS 1 Row at midpt 6-20, 6-14, 3-24 JOINTS 1 Brace at Jt(s): 16 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1464/706, 2-3=-1464/706, 3-4=-2421/1129, 4-5=-1909/984, 5-6=-2059/1030, 6-7=-1929/984, 7-8=-1913/979, 8-9=-1544/825, 9-10=-1779/781, 10-11=-1705/798 BOT CHORD 1-26=-17061789, 23-24=-851/2286, 20-23=-841/2187, 4-20=-321/938, 19-20=842/2230, 16-19=-858/2072, 15-16=-858/2072, 14-15=-844/2224, 7-14=-259/614, 12-13=-625/1628 WEBS 1-24=-884/2109, 8-12=-854/315, 9-12=5/413, 10-12=-576/1545, 6-16=-17/423, 6-20=-354/191, 6-14=-643/256, 3-20=-452/293, 2124=-349/260, 3-24=-1240/583 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-0 to 6-9-0, Interior(1) 6-9-0 to 12-7-8, Exterior(21R) 12-7-8 to 18-7-8, Interior(1) 18-7-8 to 22-7-8, Exterior(2E) 22-7-8 to 24-5-0, Interior(1) 24-5-0 to 26-1-0, Exterior(2R) 26-1-0 to 32-1-0. Interior(1) 32-1-0 to 33-5-12 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) his truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Bearing at joint(s) 26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9f Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 543 lb uplift at joint 11 and 557 lb uplift at joint 26. ER P, �. �. �pElVs• ti� �i. No 22839 53 Tri O F : 141 i 11111 Waiter P. Finn PE No.22839 MiTek USA, Inc. FL Geri 604 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall m� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147475 2561996 A15 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:27:33 2020 Page 1 ID: QjO BPNe6Hg4inNC P504QXWytH2O-21EvEEM8ecSdxo3mRATtQeawOCboErg_hnHJT?yACOe 0T7-g 7-1 8 : 8, 10-7-8 18-M 26-3-8 28-3-4 , 32-10-8 33 7 8 0-7� 6-6-4 0-11- 2-7-0 7-10-0 7-10-0 1-11-12 4-7 4 -9- 6.00 12 4x8 = 6x8 = ­­1 — 4.9 = 2x4 II 4x8 = S 23 24 4 25 . 5 26 3x4 11 sx4 4x4 = 4x4 10 9 4x6 II 3x8 = 2x4 II 2x4 II 7-1-8 8-0.8. 10-7-8 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20201TP12014 LUMBER - TOP CHORD 2x4 SP No.1 'Except' 2-3,3-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.3 *Except* 18-19,14-17,7-14: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-16: 2x8 SP 240OF 2.0E OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 7=0-8-0, 20=0-6-8 Max Horz 20=-124(LC 12) Max Uplift 7=-546(LC 12). 20=549(LC 12) Max Grav 7=1791(LC 18). 20=1663(LC 17) 18-5-8 26-3-8 Scale = 1:66.1 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.91 Vert(LL) -0.21 13-15 >999 240 MT20 244/190 BC 0.75 Vert(CT) -0.42 13-15 >931 180 WB 0.92 Horz(CT) 0.09 7 n/a n/a Matrix-SH Weight: 239 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-3-1 oc bracing: 15-16 7-4-9 oc bracing; 13-15 7-11-13 oc bracing: 12-13. WEBS 1 Row at midpt 1-18 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2182/1068, 2-3=-18841967, 34=2005/1048, 4-5=-2005/1048, 5-6=-1685/759, 6-7=-1640/779 BOT CHORD 1-20=-1524/787, 15-16=-657/1655, 13-15=-636/1682, 12-13=-541/1382 WEBS 1-18=-1088/2471, 3-15=-18/256, 3-13=236/493, 4-13=-628/458, 5-13=-353/853, 5-12=-411/332, 6-12=-561/1471, 2-1 8=1 1121589 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-0 to 6-9-0, Interior(1) 6-9-0 to 10-7-8, Exterior(2R) 10-7-8 to 16-7-8, Interior(1) 16-7-8 to 26-3-8, Exterior(2R) 26-3-8 to 32-3-8, Interior(1) 32-3-8 to 33-5-12 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 20 considers parallel to grain value using ANSUTPI 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 546 lb uplift at joint 7 and 549 lb uplift at joint 20. t"111R IP /114,,, No 22839 0: OF :�141 %%%%, 111111 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 .& WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with Mi rek® 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 building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Renton JEM - Island T22147476 2561996 A16 Roof Special Girder 1 1 Job Reference (optional) nuimers rlrslJOUfce trlam tiny, rLl, rlant uny, M - J3o0f, d.4JU s Nov JU zuzu MI I eK Inaustrles, Inc. rr1 uec T 1 UU:Z/:9b zudu rage T ID:QjOBPNe6Hg4inNCP504QXWytH2O_7MgfvNOAEiLB5D9ZbWLV3gMdOGpil2H85mQXuyACOc 0171 3-4-6 6-1-8 13-5-4 18 3-12 23-2-4 28-2-8 32-10-8 3�-7-1i 0-7-d 2-9-2 ` 2-9-2� 7-3-12 4-10-8 4-10-8 5-0-4-9- 4x11 6.00 12 5x8 = mra = 3x4 = 2x4 II 3x4 = 3x4 = 4 27 528 6 7 4x8 = 8 Scale = 1:65.0 20HS d w t6 I d 4 22 19 29 30 18 17 31 16 15 32 14 33 13 34 12 35 2x4 II 5x8 = 3x4 — 46 =3x8 = 3x4 = 6x8 = 3x8 II 6xe II 3x4 = 3-4-6 6-1-8 , 8-8-8 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 1-22: 2x4 SP No.3, 12-16: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 1-19: 2x4 SP No.2 OTHERS 2x8 SP 240OF 2.0E 28-2-8 32-10-8 CSI. DEFL. in ([cc) Vdefi Ud PLATES GRIP TC 0.52 Vert(LL) -0.15 17-19 >999 240 MT20 2441190 BC 0.78 Vert(CT) -0.27 17-19 >999 180 MT20HS 187/143 WB 0.86 Horz(CT) 0.02 11 n/a We Matrix-SH Weight: 287 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-5 cc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 1 Row at midpt 2-19, 8-13 REACTIONS. (size) 11=0-8-0, 10=0-8-0, 23=0-6-8 Max Horz 23=82(LC 7) Max Uplift 11=-1429(LC 8), 10=-82(LC 13), 23=576(1_C 8) Max Grav 11=3531(LC 37), 10=40(LC 32), 23=2018(LC 36) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1329/418, 2-3=-1615/579, 3-4=2007/773, 4-5=-2150/850, 5-7=-2150/850, 7-8=-1999/818, 8-9=-1769/719 BOT CHORD 1-23=-1732/540, 17-19=-477/1535, 15-17=-647/2017, 14-15=-692/1966, 13-14=-567/1495, 11-12=370/850, 9-11=-2598/1038 WEBS 1-21=-538/1985, 19-21=-650/2142, 19-20=-1058/413, 2-20=-976/434, 3-19=-424/171, 8-13=-961/785, 9-13=-842/2245, 8-14=582/1239, 3-17=-321/949, 7-14=-770/453, 4-17=-613/343, 7-15=-272/534, 4-15=-187/301, 5-15=-328/206 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Dearing at joint(s) 23 considers parallel to grain value using ANSITTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1429 lb uplift at joint 11, 82 lb uplift at joint 10 and 576 lb uplift at joint 23. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 192 lb down and 98 lb up at 1-9-4, and 86 lb down and 36 lb up at 3-9-4 on top chord, and 667 lb down and 351 Ib up at 28-2-12, and 635 lb down and 322 lb up at 30-2-12, and 623 lb down and 304 lb up at 32-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 066tktWWWASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). eR IP E IV No 22839 90;. el-4 RO 11111 Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: A WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall�a building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional.lemporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 December 11,2020 Job Truss Truss Type, Qty Ply GHO Homes - Renton JEM -.Island T22147476 2561996 A16 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 5.43U s Nov 3U ZUZU MI I ek Industries, Inc. Fri Uec 11 uu:zl:3b zuzu rage z ID: QjOBPNe6Hg4inNCP504QXWytH2O-JMgfvNOAEiLB5D9ZbWLV3gMdOGpil2H85mQXuyACOc LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-2=70, 2-3=70, 3-8=-70, 8-9=70, 12-22=-20, 10-11=20, 20-23=20 Concentrated Loads (lb) Vert: 13=-623(B) 24=42(B) 34=-631(B) 35=-623(B) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51IM020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147477 2561996 A17 Half Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:27:37 2020 Page 1 ID: QjOBPNe6Hg4inNCP504QXWytH2O-wWTQ4bPeiry3QPNYgOYpaUlbxgvMAeDZcPFXcnyACOa 2-0-0 1 3-9-7 -0-7 7-5 15 11-0-0 17-11-1 24 8-6 31-5-10 38-2-15 45 2-0 2-0-0 3-9-7 3-0 2-5 8 3 6 1 6-11-1 6-9-5 6-9-5 6-9-5 6-11-1 2x4 d 12x14 i 7x14 MT20HS i7xl4 MT20HS i 5 B. 3x6 = 28 29 6 30 2x4 II 3x6 = 3x6 = 7 8 31 32 9 3x6 = 3x6 = 10 1133 Scale=1:83.8 5x6 = 12 �I 23 20 19 18 10x14 = 2x4 II 5x6 = Bx14 MT20HS = 2x4 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.1 'Except' 10-12,8-10: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 "Except' 3-21: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 2-5: 2x8 SP 240OF 2.0E 18-21,5-21,12-14,5-17,11-15,6-16,9-16: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 1-24: 2x4 SP No.2 REACTIONS. (size) 13=Mechanical, 2=0-8-0 Max Horz 2=393(LC 12) Max Uplift 13=-746(LC 12), 2=-960(LC 12) Max Grav 13=1971(LC 1),2=221O(LC 1) 17 16 15 14 13 7x8 = 3x8 = 7x8 = 5x6 = 3x6 II CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.92 Vert(LL) 0.4516-17 >999 240 MT20 244/190 BC 0.91 Vert(CT) -0.76 16-17 >696 180 MT20HS 1871143 WB 0.95 Horz(CT) 0.31 13 n/a n/a Matrix-SH Weight: 313 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-9-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-6-13 oc bracing. WEBS 1 Row at midpt 12-13, 12-14 FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-865/145, 3-4=-4967/2201, 4-5=-5285/2506, 5-6=-3730/1665, 6-7=-3923/1689, 7-9=-3923/1689, 9-1 1=-3376/1435,11-12=-2101/905, 12-13=-1909/900 BOT CHORD 3-22=-2253/4591, 21-22=-2307/4688, 17-18=-1278/2743, 16-17=1665/3730, 15-16=-1435/3376,14-15=905/2101 WEBS 5-18=-856/511, 4-21 =-1 117/679,18-21=-1332/2849, 5-21=-1498/2846, 12-14=-1154/2687, 5-17=-539/1333,11-14=-1561/810,6-17=-701/410,11-15=-712/1649,6-16=110/313, 9-15=-912/517, 7-16=-470/308, 9-16=338/707 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-8-8, Interior(1) 3-8-8 to 11-0-0, Exterior(2R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 45-0-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4),Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint 2 = 8% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ' will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ContozIeVft pt3g�ing surface. Iv .� G E !V No 22839 * � •t ;13: OF i 11111 Walter P.Tinn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall NV building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 December 11,2020 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147477 2561996 A17 Half Hip 1 1 Job Reference (optional) idulirlers Firstsource (Plant cny, FL), Plant city, FL - 33bbr, 6.43U s Nov 3U 202U IVi Industries, Inc. Fri Dec 11 UO:27:37 2020 Page 2 ID:QjOBPNe6Hg4inNCP504QXWytH2O-wWiQ4bPeiry3QP NYgOYpaUlbxgvMAeDZcPFXcnyACOa NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 746 lb uplift at joint 13 and 960 lb uplift at joint 2. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not �® a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147478 2561996 A18 HALF HIP 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:27:38 2020 Page 1 ID: QjOBPNe6Hg4inNCP504QXWytH2O-Oil oHxQGT94w2ZykEk327iluaD KQv4Fjr3?48DyACOZ 2-0-0 , 4-6-10 9: 0 16-3-14 23-5-15 30-8-1 37-1%2 45-2-0 0 4-6-10 7-3-14 7-2-2 7-2-2 7-2-2 7314 6.00 12 2x4 d Scale = 1:82.3 5x6 = 5x6 = 3x8 = 3x4 II 4 23 24 5 25 6 26 277 8 9 28 10 3x8 = 17 -- ._ 14 ._ ._ .. 30-8-1 2x4 11 37-10-2 5x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.28 15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.48 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.15 11 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-SH Weight: 499 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-9-11 oc bracing. OTHERS 2x4 SP No.2 *Except* 20-21: 2x4 SP No.3 REACTIONS. (size) I I=Mechanical, 2=0-8-0 Max Horz 2=328(LC 12) Max Uplift 11=-758(LC 12), 2=-921(LC 12) Max Grav 11=2006(LC 1), 2=2188(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3750/1637, 3-4=-3532/1507, 4-5=3135/1423, 5-6=4587/2056, 6-7=-4976/2137, 7-9=-2742/1167 BOT CHORD 2-18=-1647/3220, 16-18=-2056/4587, 15-16=-2137/4976, 13-15=1840/4358, 12-13=-1840/4358, 11-12=-1167/2742 WEBS 3-18=-225/260, 4-18=-382/1144, 9-11=3207/1360, 5-18=1720/750, 9-12=361/1176, 5-16=-24/466, 7-12=-1914/827, 6-16=460/170, 7-13=0/279, 6-15=-247/264, 7-15=-352/732 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 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) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 9-0-0, Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 45-0-4 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 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Jo the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 3x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom 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. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 758 lb uplift at joint 11 and 921 lb uplift at joint 2. ` 1111111111", , ��� �-� ER P, F/ i ��,P•••C,ENS• N�<i�i No 22839 S A F i •40 - 111 Walter R Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. k® Design valid for use only with MiTeconnectors. 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 building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 December 11,2020 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147479 2561996 A19 Half Hip Girder 1 1 Job Reference o tional 0unuers rlrsiocurce trlant uny, rLJ, rlani uny, rL - 3J00/, d.4JU s Nov CU zuzu MI I eK Inausines, Inc. rn uec 11 UU:Z/:41 Zulu rage 1 ID:QjOBPNe6Hg4inNCP504QXWylH2O-pHjxwzS914TVvOgJvscllKwL7RG16Rj9X1 DkIYyACOW -2-0-0 4-0-13 10-8-14 14-7-8 18-8-0 23-3-0 27-1%I 32-5-0 37-0-0 -3 41-10-1 45-2-0 2-0-0 4-0-13 6-8-1 3-10-10 4-0-8 4-7-0 4-7-0 4-7-0 4-7-0 -3-8 3.6-9 3-3-15 a 2x4 d 6x8 = 2r4 11 46 = 5x8 = 5x6 = 5x12 = 2x4 II 6.00 12 4 36 5 37 38 639 40 741 8 9 42 43 10 44 45 46 Scale = 1:84.0 4xl0 MT20HS = 3x4 11 5x8 = 5x6 = Sx6 = 5x6 = 11 47 12 13 14 48 49 15 50 16 51 0 2 53 54 28 -- br 56 -- 59 25 60 - 51 62 __ 63 64 — ' 65 66 .- 67 2x4 II 4x4 = 6x8 = 6x8 = 10x12 = 3x6 II 5x12 = 5x12 = 3x4 II 5x8 = 3x10 II 5x6 = 6x8 = 3x4 II 7x10 = 18-8-0 23-3-0 27-10-0 LOADING (psi) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020rrP12014 CSI. TC 0.65 BC 0.97 WE 0.98 Matrix-SH DEFL. in Vert(LL) 0.33 Vert(CT) -0.31 Horz(CT) -0.11 (loc) I/deft Ud 22 >964 240 22 >999 180 17 n/a n/a PLATES MT20 MT20HS Weight: 359 lb GRIP 2441190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP M 26 *Except* TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins, 1-4: 2x4 SP No.2, 12-16: 2x6 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 3-9-2 oc bracing. 13-22,14-19: 2x4 SP No.2, 25-28: 2x8 SP 240OF 2.0E WEBS 1 Row at midpt 9-27, 9-24, 7-29 WEBS 2x4 SP No.3 *Except* 16-17: 2x6 SP No.2, 7-27: 2x8 SP 240OF 2.0E 9-24,11-24,15-20,7-29,4-30,6-30: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 17=Mechanical, 2=0-8-0, 27=0-4-0 (req. 0-4-7) Max Horz 2=272(LC 8) Max Uplift 17=-1600(LC 8), 2=758(LC 8), 27=-4400(LC 8) Max Grav 17=1939(LC 18), 2=1020(LC 29), 27=5323(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1334/928, 3-4=-1131/999, 4-5=-197/277, 5-6=-195/275, 6-7=-1193/1485 7-9=-3051/3716, 9-10=-1621/1291, 10-11=-1621/1291, 11-13=-4465/3621, 13-14=-3896/3157, 14-15=3836/3109, 15-16=1454/1183, 16-17=1811/1471 BOT CHORD 2-32=-931/1170, 31-32=-931/1170, 30-31=-895/958, 29-30=-1485/1193, WEBS P. 331='310/1328 431=7578/793/742712623/216929-24?2318/2832279, 92733738/30582 10-24=-592/461, 11-24=-1377/1135, 11-23=-624/479, ,,,P�....R ..^e,' 21-23=-2071/2568, 11-21=-1556/1904, �� V.......... •�� SF•'•,• 13-20=-969/789, 18-20=-1100/1354, 15-20=-2250/2783, �� 15-18=-1929/1544, 16-1 8=1 692/2081, 7-29=-2456/2917, 4-30=-1033/903, NO 22839 6-29=-1824/1520, 5-30=-551/428, 6-30=-1854/2173 NOTES- 1) Unbalanced roof live loads have been considered for this design. �'7] 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph;-TCDL=5.0psf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1plate grip DOL=1.60 •, k OF �.60 0 •• <C/ 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific '� 0 R �i��` •(1 ;o the use of this truss component. . G ,� �I Sl) • • • • • 4) Provide adequate drainage to prevent water ponding. �� �% �I�,,� N A' 5) All plates are MT20 plates unless otherwise indicated. ,,���� 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for 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 Walter R Finn PE No.22839 ' will fit between the bottom chord and any other members. MITek USA, Inc. FL Cert 6634 8) WARNING: Required bearing size at joint(s) 27 greater than input bearing size. 6904 Parke East Blvd. TampaFL 33610 9) Refer to girder(s) for truss to truss connections. Date: Continued on page 2 December 11,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 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 truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall , �r building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPlf Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147479 2561996 A19 Half Hip Girder 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33bbt, O.9OU s NOV au tutu ivu r eK muusuies, mu. ni veu i i uu.u.v r 4u4u ray. t ID:QjOBPNe6Hg4inNCP504QXWytH2O-pHjxwzS914TVvOgJvscllKwL7RG16Rj9X1 DkIYyACOW NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1600 lb uplift at joint 17, 758 lb uplift at joint 2 and 4400 lb uplift at joint 27. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 lb down and 203 lb up at 7-0-0, 203 lb down and 192 lb up at 9-0-12, 203 lb down and 192 lb up at 11-0-12, 203 lb down and 192 lb up at 13-0-12, 203 lb down and 192 lb up at 15-0-12, 203 lb down and 192 lb up at 17-0-12, 203 lb down and 192 lb up at 19-0-12, 203 lb down and 192 lb up at 21-0-12, 203 lb down and 192 lb up at 23-0-12, 203 lb down and 192 lb up at 24-11-4, 203 lb down and 192 lb up at 26-11-4, 203 lb down and 192 lb up at 28-11-4, 203 lb down and 192 lb up at 30-11-4. 203 lb down and 192 lb up at 32-11-4, 203 lb down and 192 lb up at 34-11-4. 203 lb down and 192 lb up at 36-11-4, 203 lb down and 192 lb up at 38-11-4, 203 lb down and 192 lb up at 40-11-4, and 203 lb down and 192 lb up at 42-10-15, and 189 lb down and 182 lb up at 44-6-15 on top chord, and 566 lb down and 761 lb up at 7-0-0, 82 lb down and 115 lb up at 9-0-12, 82 lb down and 115 lb up at 11-0-12, 82 lb down and 115 lb up at 13-0-12, 82 lb down and 115 lb up at 15-0-12, 82 lb down and 115 lb up at 17-0-12, 82 lb down and 115 lb up at 19-0-12, 82 lb down and 115 lb up at 21-0-12, 82 lb down and 115 lb up at 23-0-12, 82 lb down and 115 lb up at 24-11-4, 82 lb down and 115 lb up at 26-11-4, 82 lb down and 115 lb up at 28-11-4. 82 lb down and 115 lb up at 30-11-4, 82 lb down and 115 lb up at 32-11-4, 82 lb down and 115 lb up at 34-11-4, 82 lb down and 115 lb up at 36-10-4. 82 lb down and 115 lb up at 38-11-4, 82 lb down and 115 lb up at 40-11-4, and 82 lb down and 115 lb up at 42-10-15, and 95 lb down and 109 lb up at 44-6-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 4-16=70, 2-22=-20, 20-21=-20, 17-19=20 Concentrated Loads (lb) Vert: 4=-123(B) 8=123(B) 22=-52(B) 13=-123(B) 31=-564(B) 26=52(13) 9=-123(B) 12=-123(6) 36=-123(B) 37=-123(B) 38=-123(B) 39=-123(B) 40=-123(B) 41=-123(B) 42=123(B) 43=123(13) 44=-123(B) 46=-123(B) 47=-123(B) 48=-123(B) 49=-123(B) 50=-123(B) 51=-146(B) 52=-52(B) 53=-52(B) 54=-52(B) 55=52(B) 56=-52(B) 57=-52(6) 58=52(B) 59=-52(B) 60=-52(B) 61=-52(B) 62=-52(B) 63=-52(B) 64=-52(B) 65=-52(B) 66=52(B) 67=-52(B) 68=-58(B) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall�e building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147480 2561996 B1 Half Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.430 s Nov 30 2020 MTek Industries, Inc. Fri Dec 11 00:27:51 2020 Page 1 ID: Qj 0 B PN e6Hg4in N C P504QXWytH2O-WCKj OOaQ P8j46ZREVyo59RK3MThtSOldgaeG5zyACOM -2-0-0 6.6-14 13-0-0 19-0-8 26-1-0 32-7-8 , 2 0 0 6 6 14 6-5-2 6-6-8 6-6-8 6-0 8 4X6 = 20 Scale = 1:60.4 3x4 = 3x4 = 3x4 = 2x4 II 5 21 6 722 23 8 2X4 II 4X9 3x8 = 4X0 = ax4 = 6x8 = LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 TCDL 15.0 Lumber DOL 1.25 BC 0.95 BCLL 0.0 Rep Stress Incr YES WB 0.81 BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 9-11: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 2=0-8-0 Max Horz 2=435(LC 12) Max Uplift 9=-568(LC 12), 2=-689(LC 12) Max Grav 9=1675(LC 17), 2=1925(LC 17) DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) -0.30 9-10 >999 240 MT20 244/190 Vert(CT) -0.52 9-10 >746 180 Horz(CT) 0.10 9 We n/a Weight: 188 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 5-2-14 oc bracing: 2-14. WEBS 1 Row at midpt 5-12. 7-9 FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-3106/1092, 3-4=-2378/891, 4-5=-2082/885, 5-7=-1799/683 BOT CHORD 2-14=-1276/2763, 12-14=-127612763, 10-12=-862/2029, 9-10=-573/1339 WEBS 3-12=-779/441, 4-12=-84/606, 5-10=-518/404, 7-10=-279/1030, 7-9=-18801812 NOTES- 1) Wind: ASCE 7-16: VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 13-0-0, Exterior(2R) 13-0-0 to 21-5-13, Interior(1) 21-5-13 to 32-5-12 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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, with BCDL = I O.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 568 lb uplift at joint 9 and 689 lb uplift at joint 2. ,,``�1►IIIIIIIII��I �R'''' No 22839 �/n Ln 111• Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® 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 verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Renton JEM - Island T22147481 2561996 B2 Half Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:27:52 2020 Page 1 ID:QjOBPNe6Hg4inNCP504QXWytH2O=Pt5Dja2ASrxjiOQ2gJKhetDYt4kBR8n3EOpePyACOL -2- 0 5-4-13 11-0-0 , 18-2-8 25-5-0 32-7-8 2-0-0 5-0-13 5-7-3 7-2-8 7-2-8 7-2-8 m 2x4 d Scale = 1:60.4 46 = 3x4 = 3x4 = 3x4 = 3x4 II 4 20 21 5 22 6 7 23 24 8 2x4 11 4x5 = 5x6 WB = 3x4 = 6x8 = 3x8 = 5 4 13 11-0-0 21-9-12 32-7 8 14-13 5-7-3 10-9-12 10-9-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.33 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.60 9-10 >642 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 181 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 9-11: 2x4 SP M 31, 11-13: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-3-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-12. 7-9 OTHERS 2x4 SP No.3 *Except* 1-15: 2x4 SP No.2 REACTIONS. (size) 9=Mechanical, 2=0-8-0 Max Horz 2=382(LC 12) Max Uplift 9=-558(LC 12), 2=700(LC 12) Max Grav 9=1640(LC 17), 2=1903(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less, except when shown. TOP CHORD 2-3=-3091/1126, 3-4=-2548/959, 4-5=-2251/939, 5-7=-2198/819 BOT CHORD 2-14=-1261/2737, 12-14=-1261/2737, 10-12=-1026/2412, 9-10=-708/1668 WEBS 3-12=-559/361, 4-12=-123/694, 5-12=-327/151, 5-10=-434/381, 7-10=-233/974, 7-9=-2072/888 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 11-0-0, Exterior(2R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 32-5-12 left for zone; cantilever and right exposed ;C-C members and forces & MWFRS for Lumber , reactions shown; DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,� ``P�.••,....; /���fI ""I, ♦♦� V �C E N S'•• y �i� F •••� to the use of this truss component. ♦ V 3) Provide adequate drainage to prevent water ponding. No 22839 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This has truss been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. -17 : Lr 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 558 lb uplift at joint 9 and 700 lb uplift at joint 2. 3 �• S 41/ i Q� • �(/ �. o N AL ��C� Walter P. Finn PE No.22839 ' MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 ,, WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall in, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/PPII quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147482 2561996 B3 Half Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:27:52 2020 Page 1 ID:QjOBPNe6Hg4inNCP504QXWytH2O- Pt5Dja2ASr4DQ2gJKhetE8t2KBUAn3EOpePyACOL 2-M 4 6-10 9-0-0 14-10-1 21-1-3 26-9-7 32-7.8 2-0-0 4 610 45 6 5-10-2 6-3-2 5 8 4 5-10-2 4x6 = 3x4 = 20 5 Scale = 1:60.4 3x4 = 3x4 = 3x4 = 2x4 II 21 6 7 822 23 9 3x8 = 4X4 — 3X4 — 3X4 — 6x8 = 9-0-0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.66 BC 0.88 WB 0.68 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 17-18: 2x4 SP No.3 REACTIONS. (size) 10=Mechanical, 2=0-8-0 Max Horz 2=328(LC 12) Max Uplift 10=-550(LC 12), 2=708(LC 12) Max Grav 10=1440(LC 1). 2=1625(LC 1) 3x4 = DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) 0.1813-15 >999 240 MT20 244/190 Vert(CT)-0.3511-13 >999 180 ,Horz(CT) 0.11 10 n/a n/a Weight: 179 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-34 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-2-12 oc bracing. WEBS 1 Row at midpt 8-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2599/1167, 3-4=-2329/1006, 4-5=-2039/972, 5-6=-2531/1150, 6-8=-1777/769 BOT CHORD 2-15=-1237/2226, 13-15=-1217/2550, 11-13=-1078/2343, 10-11=-697/1528 WEBS 3-15=-302/299, 4-15=-199/667, 5-15=-655/333, 6-13=-1061314, 6-11=-832/470, 8-11=-268/817, 8-1 0=-1 928/879 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 9-0-0, Exterior(21R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 32-5-12 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 550 lb uplift at joint 10 and 708 lb uplift at joint 2. ,``,�1J111111/��Ar,, ��A�.JER • F FAN gee �. �pEIVS No 22839 lo .00 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 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 individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147483 2561996 B4 HALF HIP GIRDER 1 n L Job Reference (optional) CUIIaers Firsibource (Plant uny, FL), Plant uny, PL - 330b/, 6.4aU S NOV aU 2UZU MI I eK Inaustnes, Inc. Fri Uec 11 UU:21:b4 ZUZU Page 1 ID:QjO BPNe6Hg4inNCP504QXWytH2O-wn?rePcJi35ezOApA5Lon3yXjgjOfKo4WYtwi IyAC OJ -2-0-0 37-0-0 13-5.4 19-8-2 2 16-0-4 32-7-8 • 2-0_0 ' 3 6:00 3-6-0 6-5-4 _8 6-3-8 6-7-4 Scale = 1:60.2 R nn M 2x4 d 4x8 = 3x4 = 2x4 II 4x4 = 3x4 = 48 = 3 19 20 421 22 23 24 25 5 26 6 27 7 28 29 30 31 8 2x4 II 44 = 3x4 — 4x6 = 3x10 = 48 = 3x6 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 8-9: 2x6 SP No.2 OTHERS 2x4 SP No.3 13-5-4 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.78 Vert(LL) 0.45 11-13 >859 240 MT20 244/190 BC 0.90 Vert(CT) -0.4511-13 >851 180 WB 0.92 Horz(CT) -0.11 9 n/a n/a Matrix-SH Weight: 347 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. REACTIONS. (size) 9=Mechanical, 2=0-8-0 Max Harz 2=274(LC 21) Max Uplift 9=-2284(LC 8), 2=2274(LC 8) Max Grav 9=2860(LC 1), 2=2938(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5333/4216, 3-4=-6599/5249, 4-5=6423/5104, 5-7=6423/5104, 7-8=4336/3478, 8-9=-2726/2173 BOT CHORD 2-15=-3793/4626, 13-15=-3819/4653, 11-13=-5249/6598, 10-11=-3478/4336 WEBS 3-15=-664/749, 8-10=-3889/4849, 3-13=-1633/2243, 7-10=-2063/1609, 4-13=-801/563, 7-11 =-1 868/2397. 5-11=-799/603 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 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) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=6011; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %* 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2284 lb uplift at joint 9 and 2274 lb uplift at joint 2. Continued on page 2 JeR P. ``,1►11111111�' No 22839 ?� ;• OF • 441: i��sS10 N Ali - Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 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 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 individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type' Qty Ply GHO Home's - Renton JEM - Island T22147483 2561996 B4 HALF HIP GIRDER 1 n L Job Reference (optional) Builders First3ource (Plant City, FL), Plant City, FL - 33567, 8.430 S NOV 30 2020 MI I ek Industries, Inc. Fri Dec 11 00:2I:bb 2020 Page 2 ID:QjOBPNe6Hg4inNCP504QXV1/ytH2O-P_ZEsldxSNEVaAI7kosl JHVT42dOn1 DICcUFkyAC01 . NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 371 Ib down and 354 Ib up at 7-0-0, 203 Ib down and 192 Ib up at 9-0-12, 203 Ib down and 192 Ib up at 11-0-12. 203 Ib down and 192 Ib up at 13-0-12, 226 Ib down and 137 Ib up at 15-0-12, 203 Ib down and 192 Ib up at 17-0-12, 203 Ib down and 192 Ib up at 19-0-12, 203 Ib down and 192 Ib up at 21-0-12, 203 Ib down and 192 Ib up at 23-0-12, 203 Ib down and 192 Ib up at 25-0-12, 203 Ib down and 192 Ib up at 27-0-12, and 203 Ib down and 192 Ib up at 29-0-12, and 203 Ib down and 192 Ib up at 31-0-12 on top chord, and 451 Ib down and 629 Ib up at 7-0-0, 82 Ib down and 115 Ib up at 9-0-12, 82 Ib down and 115 Ib up at 11-0-12, 82 Ib down and 115 Ib up at 13-0-12, 56 Ib down and 36 Ib up at 15-0-12, 82 Ib down and 115 Ib up at 17-0-12, 82 Ib down and 115 Ib up at 19-0-12, 82 Ib down and 115 Ib up at 21-0-12, 82 Ib down and 115 Ib up at 23-0-12, 82 Ib down and 115 Ib up at 25-0-12, 82 Ib down and 116 Ib up at 27-0-12, and 82 Ib down and 115 Ib up at 29-0-12, and 82 Ib down and 115 Ib up at 31-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-8=70, 2-9=-20 Concentrated Loads (lb) Vert: 3=-174(B) 6=123(B) 15=-442(B) 19=-123(B) 20=123(13) 21=-123(B) 22=-127(B) 23=-123(B) 25=-123(B) 26=-123(B) 27=123(B) 28=-123(B) 30=-123(B) 31=-123(B) 32=52(B) 33=52(B) 34=-52(B) 35=-49(B) 36=-52(B) 37=52(B) 38=-52(B) 39=-52(B) 40=-52(B) 41=52(13) 42=52(13) 43=-52(B) WARNING -Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component ParkeEast 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147464 2561996 C1 Roof Special Girder 1 1 Job Reference (optional) tsuuoers virstbource (dart city, t-L), rlant city, I-L - 33b6/, 6.aju s Nov ju zuzu m1I eK mausmes, Inc. rrl uec i i uu:z/at zuzu rage 1 ID: QjOBPNe6Hg4inNC P504QXWytH2O-LMh_HReB_UDgUvOrDvVOia2ftgyshJ WC WSaJcyACOG -2-0.0 3-0-0 7-0-0 9-10-0 12-6-0 1a-11-o 1s-a•o zz•o-o 26-8-0 31-0-0 33&0 2-ao o-s z-ss 4-o-a 2-fao z-faa 2-3.0 a-s o z•6 o a-e-o 4-a-o 2-ao 5x8 = ih 5x6 O 24 3x6 = 2x4 II 3x6 = 7x14 MT20HS = 5 6 3x6 11 21 20 4x6 = 2x4 II 2x4 II 10x16 MT20HS = 15-0-0 5x8 = 5x6 = 5x6 8 3132 9 = .. 16 6x8 = 4x8 = 22-0-0 2680 Scale = 1:67.3 5x6 = 4x6 = 10 11 n I� o � 13 3x10 II 1v LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor NO Code FBC2020/TPI2014 CSI. TC 0.80 BC 0.53 WB 0.94 Matrix-SH DEFL. in (loc) I/deft Lid Vert(LL) 0.16 14-15 >999 240 Vert(CT) -0.17 3-23 >999 180 Horz(CT) 0.07 12 n/a n/a PLATES MT20 MT20HS Weight: 234 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins, 4-7,8-9: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied or 4-10-14 oc bracing. 3-24,19-21: 2x4 SP No.3, 3-18,16-18: 2x8 SP 240OF 2.0E WEBS 1 Row at midpt 5-18 6-20,12-16: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-3: 2x6 SP No.2, 6-18: 2x8 SP 240OF 2.OE, 6-17: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 2=0-8-0, 18=0-8-0 Max Horz 2=233(LC 8) Max Uplift 12=-1257(LC 8), 2=410(LC 8), 18=-2923(LC 8) Max Grav 12=1260(LC 18), 2=975(LC 29), 18=3768(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-402/108, 3-4=1596/351, 4-5=540/304, 5-6=-1952/2657, 6-7=-232/836, 7-8=-1683/1948, 8-9=-1944/2145, 9-10=-2201/2308, 10-11 =-1 989/2022, 11-12=-1140/1130 BOT CHORD 3-23=-343/1421, 22-23=-368/1490, 19-22=-303/557, 18-19=-168/456, 6-18=1909/1664, 17-18=-2869/2117, 15-17=846/347, 14-15=-1678/1476, 13-14=-2147/2115 WEBS IIIIIIII 1634, 7�'�ER P 8-14=-443/59819 14=-529440010- 4 384/466510 13=1 1130/121, 11-13=2222/2179; E N 6-17=-3121/3376, 8-15=-352/0, 7-15=1096/1543 �� V .,p NOTES - No 22839 • 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch right exposed; Lumber DOL=1.60 plate DOL=1.60 "0 fY• grip 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the this truss 13 �, $ use of component. 4) Provide adequate drainage to prevent water ponding. .0 �i�'�n •. Q Q:•• ����� ••• 5LAII plates are MT20 plates unless otherwise indicated. �j` s 0 R ; . • ,`� This truss designed libottom l ive loads. n l �`,s,11111 At E0 t truss has been designed for a live load of 20. psf onthe bottom chord 7) all areas where a Thisrectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1257 lb uplift at joint 12, 410 lb uplift at Walter R Finn PE No.22839 joint 2 and 2923 lb uplift at joint 18. MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Continued on page 2 December 11,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1912020 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 truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147484 2561996 C1 Roof Special Girder 1 1 Job Reference (optional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:27:57 2020 Page 2 ID: QjOBPNe6Hg4inNC P504QXWytH2O-LMh_HReB_UDgUvOrDvVOia2ftgyshJ WC W5aJcyAC OG NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 335 lb down and 273 lb up at 7-0-0, 208 lb down and 151 lb up at 9-0-12, 208 lb down and 151 lb up at 11-0-12, 203 lb down and 192 lb up at 13-0-12, 371 lb down and 354 lb up at 22-0-0, 203 lb down and 192 lb up at 24-0-12, and 203 lb down and 192 lb up at 24-7-4, and 371 lb down and 354 lb up at 26-8-0 on top chord, and 640 lb down and 393 lb up at 7-0-0, 74 lb down and 22 lb up at 9-0-12, 74 lb down and 22 lb up at 11-0-12, 82 lb down and 115 lb up at 12-9-12, 492 lb down and 536 lb up at 22-0-0, 82 lb down and 77 lb up at 24-0-12, and 82 lb down and ° 77 lb up at 24-7-4, and 492 lb down and 536 lb up at 26-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: '1-3=70, 3-4=-70, 4-7=70, 7-8=70, 8-9=40, 9-10=-70, 10-11=70, 2-24=20, 3-19=-20, 20-21=-20, 12-18=-20 Concentrated Loads (lb) Vert: 4=-111(B) 9=174(B) 19=-52(B) 23=-503(B) 22=-64(B) 5=-111(B) 14=442(B) 8=-174(B) 15=442(B) 28=111(B) 29=-123(B) 31=-123(B) 32=123(B) 33=-64(B) 34=-52(B) 35=52(B) A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 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 individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and,bracing of trusses and truss systems, see ANSI1717/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Renton JEM - Island T22147485 2561996 C2 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MITek Industries, Inc. Fri Dec 11 00:27:59 2020 Page 1 ID:QjOBPNe6Hg4inNCP504QXWytH2O-H Iokh7gS Wbkx3n3mzexzT7fPvhaoKa8pggahOVyACOE 24-M i -2-0-0 0,6-I1 3-0-0 6-7-13 9-0-0 12-8-0 i 1411-0 214-0 24-0-0 24,4,0. 29-0-0 33-8-0 i 2 2S8 3-7-13 2-03 3 8-0 2-. 6S-0 241-0 44-0 43-0 04-0 Scale = 1:65.9 5x8 = 5x8 = 3x6 = 8x14 MT20HS = 15-0-0 24-8-0 3-0-0 9-0-0 12-M 14-11-0 214-0 24-0-0 2 0 29-0-0 33-74 3 3-0-0 6-0-0 3-8-0 2-3-0 0. 64-0 2-8-0 44-0 4-74 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 TCDL 15.0 Lumber DOL 1.25 BC 0.31 BCLL 0.0 Rep Stress Incr YES WB 0.98 BCDL 10.0 Code FBC2020frPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 *Except* 2-23,12-16: 2x4 SP No.2, 3-18: 2x8 SP 240OF 2.0E 16-18: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-3: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 2=0-8-0, 17=0-8-0 DEFL. in (loc) Vdeft L/d PLATES GRIP Vert(LL) 0.08 13-14 >999 240 MT20 244/190 Vert(CT) -0.11 3-22 >999 180 MT20HS 187/143 Horz(CT) 0.04 12 n/a n/a Weight: 222 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-17 Max Horz 2=280(LC 12) Max Uplift 12=-559(LC 12), 2=-291(LC 12), 17=1148(LC 12) Max Grav 12=642(LC 1), 2=682(LC 17), 17=1888(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-270/48, 3-4=-549/87, 4-5=-342/31, 5-6=669/845, 6-7=-684/880, 7-8=-684/880, 8-9=-571/608, 9-10=-598/575, 10-11=-851/773, 11-12=-598/526 BOT CHORD 3-22=-227/555, 21-22=-2/370, 18-21=-4/348, 17-18=-438/378, 15-17=-532/373, 14-15=-523/370, 13-14=-790/873 WEBS 5-22=-211/539, 5-18=-12521798, 8-17=1404/1217, 10-14=-459/400, 10-13=-360/315, 11-13=-851/931, 4-22=-270/300, 7-17=544/291, 9-14=-336/231 NOTES- ER P i ,�� `Q.�� .......S EN •• �i� 1) Unbalanced roof live loads have been considered for this design. `�� v .• �G Y F•�•, 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. �� II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterjor(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 9-0-0, Exterior(2R) : No 22839 • •: 9-0-0 to 14-9-4, Interior(1) 14-9-4 to 24-4-0, Exterior(2E) 24-4-0 to 29-0-0, Interior(1) 29-0-0 to 33-6-4 zone; cantilever left and right MWFRS * :� exposed ; porch right exposed;C-C for members and forces & for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All MT20 indicated. �1elT% o. 0 .,6) plates are plates unless otherwise All plates are 2x4 MT20 unless otherwise indicated. . 404%••OR 1 •.• � 7,) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' �I SSA • •�\ 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 ��� will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 559 lb uplift at joint 12, 291 lb uplift at joint 2 and 1148 lb uplift at joint 17. Walter R Finn PE No.22839 ' MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 �e�e a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i.Y■ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/f quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147486 2561996 C3 Half Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:27:59 2020 Page 1 I D: QjO BP Ne6Hg4i n N CP504QXWytH2O-H lokh7g S W bkx3n3mzexzT7fM_hTiKiZpggahO VyACOE 2-0-0 3-0-0 6-6-9 11-0-0 12-8-0 15-1-0 2 0 0 3-0-0 3-6-9 4-5-7 1, 2-5-0 2x4 4x8 = 2x4 11 Scale = 1:36.4 5 20 6 3x6 1-118 3-0-0 , 11-0-0 1211 151-0 1-11 8 1-0 8 8-0-0 1'. 2-10 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 TCDL 15.0 Lumber DOL 1.25 BC 0.77 BCLL 0.0 Rep Stress Incr YES WB 0.51 BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.1 'Except' 5-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 12-13,8-10: 2x4 SP No.3, 3-9: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=382(LC 12) Max Uplift 7=-284(LC 12). 2=383(1_13 12) Max Grav 7=665(LC 17). 2=880(LC 17) I§ DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.4211-12 >414 240 MT20 244/190 Vert(CT) -0.71 11-12 >246 180 Horz(CT) 0.21 7 n/a n/a Weight: 92 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-5-3 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-595/128, 3-4=-1174/731, 4-5=-616/317, 7-9=-651/478 BOT CHORD 2-14=-436/474, 13-14=-346/388, 12-13=-371/437, 3-12=-643/788, 11-12=-989/1135, 10-11=-363/512, 9-10=-380/532 WEBS 5-11=-310/575, 5-9=-779/550, 3-14=-521/505, 4-11=-707/701 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 11-0-0, Exterior(2E) 11-0-0 to 14-11-4 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 284 lb uplift at joint 7 and 383 lb uplift at joint 2. ,`Ila `,���1111/ll//��I E IV i No 22839 9'),*I T1 OF •44/` ? Waiter R'Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTekS connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overalls building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Renton JEM - Island T22147487 2561996 C4 Half Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 Mi rek Industries, Inc. Fri Dec 11 00:28:00 2020 Page 1 I D: Qj 0 B PN e6 Hq4 inNC P504QX WytH2O-IxM7vSh4 HvsohxdyWLS COKCYS5gg35byu UKFwxyAC O D -2-0-0 3-0-0 BA-11 12-8-0 13,-0�0 15-10 r 2-0-0 3-0-0 5412 4-3-5 0-4 22-1-0 A 2x4 d 6 00 12 4x6 = 3x4 = 5 6 2x4 4x10 MT20HS = Io Scale=1:43.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.37 12-13 >472 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.49 12-13 >355 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.71 Horz(CT) 0.28 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purlins, BOT CHORD 2x4 SP No.2 *Except` except end verticals. 3-9: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 7-2-6 oc bracing. WEBS 2x4 SP No.3 *Except* 6-7: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=435(LC 12) Max Uplift 7=-302(LC 12), 2=361(LC 12) Max Grav 7=708(LC 17), 2=880(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-702/103, 34=1129/550, 7-9=-662/509 BOT CHORD 2-15=-519/648, 14-15=-423/543, 13-14=-386/503, 3-13=409/541, 12-13=-831/1049, 10-12=-831/1049 WEBS 4-12=-219/497, 4-1 0=-1 151/914, 3-15=-639/542 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 13-0-0, Exterior(2E) 13-0-0 to 14-11-4 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at joint 7 and 361 lb uplift at joint 2. i No 22839 44/ 0 R SOP N�`� ,,SONAt Walter R Finn PE Nc.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 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 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 Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Renton JEM - Island T22147488 2561996 C5 Jack -Closed 1 1 Job Reference o tional Builders FlrstBource (Plant tarty, FL), 2x4 d Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:01 2020 Page 1 ID:QjOBPNe6Hg4inNCP504QXWytH2O-D8wV6ohi2D_fl5C943zRZYlkgVBvoeg5783oS OyACOC -2-0-0 7-5-10 15-1-0 2-0.0 7-5-10 7-7-6 15-1-0 6x8 = Scale = 1:44.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.08 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.16 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH Weight: 83 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 OTHERS 2x4 SP No.3 WEBS REACTIONS. (size) 5=Mechanical, 2=0-8-0 Max Horz 2=486(LC 12) Max Uplift 5=-331(LC 12), 2=-337(LC 12) Max Grav 5=740(LC 17), 2=873(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-936/209, 4-5=249/302 BOT CHORD 2-6=-628/850, 5-6=630/846 WEBS 3-6=0/341, 3-5=-931/689 Structural wood sheathing directly applied or 5-4-2 oc purlins, except end verticals. Rigid ceiling directly applied or 7-3-12 oc bracing. 1 Row at micipt 4-5, 3-5 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 14-11-4 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 331 lb uplift at joint 5 and 337 lb uplift at joint 2. ,Illlllllll/��Ar No 22839 r 1: S A F : �441 Inns Walter P. Rnn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTeke 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147489 2561996 C6 Monopitch Girder 1 n L Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:02 2020 Page 1 ID: QjOBPNe6Hg4inNCP504QXWytH2O-hKUtK8iKpW6WwFnLemVg51H?wuZuXOmFMopL_gyACOB -2 OO 3-11-5 14-6-4 2-0 0 3-111 5-0-14 5-0-1 2x4 3-115 , 9-0-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.12 8-9 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.14 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* BOT CHORD 6-7: 2x8 SP 240OF 2.OE, 5-8: 2x4 SP No.2 WEBS OTHERS 2x4 SP No.3 REACTIONS. (size) 7=0-4-0, 2=0-8-0 Max Horz 2=472(LC 8) Max Uplift 7=-2749(LC 8), 2=-1894(LC 8) Max Grav 7=5286(LC 1),.2=3235(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6303/3595, 3-5=-5031/2659 BOT CHORD 2-9=-3512/5552, 8-9=-3512/5552, 7-8=-2583/4438 WEBS 3-9=-759/807, 3-8=1185/989, 5-8=-3093/5442, 5-7=-5682/3328 Scale = 1:42.3 PLATES GRIP MT20 244/190 Weight: 244 lb FT = 20% Structural wood sheathing directly applied or 4-11-9 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 5-7 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 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) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2749 lb uplift at joint 7 and 1894 lb uplift at joint 2. @) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2840 lb down and 2304 lb up at 7-1-8, 1420 lb down and 570 lb up at 9-0-12, and 1564 lb downland 578 lb up at 11-0-12, and 1582 lb down and 588 lb up at 13-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard �1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 /111111111jI %,,�.�ER P E 1V S4S'ti ��i♦♦ No 22839 13 Ten OF ,O N A ' 11111 Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTekA 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 vedfy the applicability of design parameters and property Incorporate this design into the overall MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 December 11,2020 Job Truss Truss Type; City Ply GHO Homes - Renton JEM - Island T22147489 2561996 C6 Monopitch Girder 1 Job Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:02 2020 Page 2 I D: Q)0 B PNe6Hg4in N C P504QX WylH2O-hKUtK8i Kp W6 WwFn Lem Vg5l H?wuZuXOm FMopL_gyAC 0 B LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-6=70, 2-7=20 Concentrated Loads (lb) Vert: 8=-1420(F) 13=-2840(F) 14=-1420(F) 15=1420(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 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 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 Individual truss web and/or chard members only. Additional temporary and permanent bracing �� NIiTe�C' is always required for stability and to prevent collapse with possible persorial Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147490 2561996 CJ2 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirslSource (Plant Gity, FL), Plant Gny, hL - 33bbl, o.93u s Nov su zuzu rvu i eK inausmes, inc. rn uec _i _i uu:zo:v/ 4uiu rage i I D: Qj0 B PN e6Hg4in NC P504 QXWytH2O-hKUtK8i Kp W8 WwFnLem Vg51HO5ufdXAB FMopL—gyACOB -2-9-15 2-9-3 2-9-15 2-9-3 Scale: V=1' i 2-1-14 2-9-3 i 2-1-14 Plate Offsets (X,Y)— [2:0-2-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.00 2-5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 2-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except Qt=length) 2=0-8-0, 5=0-8-0. (lb) - Max Harz 2=135(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 3, 4 except 2=-491(LC 8), 5=-272(LC 17) Max Grav All reactions 250 lb or less at joint(s) 3, 4 except 2=488(LC 28), 5=389(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. Fon 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • ,,111111111//1j', 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 ER p I� will fit between the bottom chord and any other members.� 7) Refer to girder(s) for truss to truss connections. V G E N S •• 'Y ��� 8) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 Ito uplift at joint(s) 3, 4 except (jt=lb) ,�� .••� F••••• �� plate 2=491, 5=272. • No 22839 • 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 407 lb down and 299 lb up at ` * * i 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. •% LOAD CASE(S) Standard 1) Dead + Roof Live Lumber Increase=1.25, Plate Increase=1.25 0 -�3 •, U/ Z (balanced): Uniform Loads Q F <C/ Z (plf) Vert: 1-3=-70, 2-4=-20 �i�'�••• OR Q Q:• • ConcentratedLoads (lb) Vert: rt 1/1111111 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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 truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Not building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply GHO Homes - Renton JEM - Island T22147491 2561996 CJ2A Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33557, 8,430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:03 2020 Page 1 ID: QjOBPNe6Hg4inNCP504QXVOAH2O-AVV2FXUjyagENYPMXCUOvezgBrizAGdROaSYvXGyACOA -2-9-15 2-9-3 2-9-15 2-9-3 Scale: 1"=1' Plate Offsets (X,Y)— (2:0-2-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.02 2-4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.02 2-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except (jt=length) 2=0-8-0, 2=0-8-0. (lb) - Max Harz 2=135(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 3 except 2=540(1_C 8), 4=-113(LC 17) Max Grav All reactions 250lb or less atjoint(s) 3, 4 except 2=594(LC 28), 2=404(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. Forstuds exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/rPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=540, 4=113. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 350 lb down and 299 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 2-4=-20 Concentrated Loads (lb) Vert: 5=159 %,`,`�1111111////,,, No 22839 i)' S • 44/ 1ONA10 0?���, Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Data: December 11,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 truss system. Before use, the building designer must verify the applicability of design parameters and prop edy incorporate this design Into the overall i building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Renton JEM - Island T22147492 2561996 CJ5 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MITek Industries, Inc. Fri Dec 11 UU:28:U4 2020 Page 1 ID:QjO BPNe6Hg4inNCP504QXVMH2O-eicdlgkaL8ME9ZxklBX8AANGNiH3?2RYp61S3iyAC09 -2-9-15 3-11-15 , _ 7-0-2 2-9-15 3-11-15 3-0-3 Scale = 1:19.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.06 2-7 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.06 2-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.14 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 9-10: 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight: 38 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except (jt=length) 2=0-8-0, 2=0-8-0. (lb) - Max Horz 2=215(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 4 except 2=622(1_C 8). 6=-146(LC 5) Max Grav All reactions 250lb or less atjoint(s) 4 except 2=844(LC 28), 2=446(LC 1), 6=289(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-568/281 BOT CHORD 2-7=-324/550, 6-7=324/550 WEBS 3-7=-215/420, 3-6=616/363 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph;,TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=622,6=146. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 209 lb down and 169 lb up at 1-4-15, 209 lb down and 169 lb up at 1-4-15, and 78 lb down and 79 lb up at 4-2-15, and 78 lb down and 79 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1� Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 2-5=20 Concentrated Loads (lb) Vert: 7=-12(F=-6, B=-6) 11=166(F=83, B=83) ��%%ER , IP �P C E N 3Fti i No 22839 �-�3: 'if O.F :��' % //11111111� Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite = Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147493 2561996 CJ7 Diagonal Hip Girder 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MITek Industries, Inc. Fri Dec 11 UU:26:Ub ZUZU Hage 1 ID:QjOBPNe6Hg4inNC P504QXWytH2O-6vAOyAkC6RU5niWWJu2NjOvXK6ZbkOfh2m 1?b9yAC08 -2-9-15 4-8-15 9-10-1 2-9-15 4-8-15 5-1-2 Scale = 1:24.2 0-8-0 , 4-8-15 9-10-1 6-8-0 4-0-14 5-1-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.09 6-7 ­999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) 0.07 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.59 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 PLATES GRIP MT20 244/190 Weight: 58 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-5-2 oc bracing. REACTIONS. All bearings Mechanical except et=length) 2=0-8-0, 2=0-8-0. (lb) - Max Horz 2=271(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 4=110(LC 8), 2=-817(LC 8), 6=-485(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4 except 2=1040(LC 28), 2=626(LC 1), 6=467(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1119/898 BOT CHORD 2-7=-935/1047. 6-7=-935/1047 WEBS 3-7=-529/515, 3-6=-1102/985 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 1 3) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 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 110 lb uplift at joint 4, 817 lb uplift at joint 2 and 485 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 209 lb down and 169 lb up at 1-4-15, 209 lb down and 169 lb up at 1-4-15, 78 lb down and 79 lb up at 4-2-15, 78 lb down and 79 lb up at 4-2-15, and 166 lb down and 340 lb up at 7-0-14, and 130 lb down and 186 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. .9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 2-5=-20 Continued on page 2 No 2283:9 �: OF - 11111 Waiter P.'Flnn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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 truss system. Before use, the building designer must verfy the applicability of design parameters and properly incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi 9T ek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see AMSIITP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 December 11,2020 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147493 2561996 CJ7 Diagonal Hip Girder 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:05 2020 Page 2 ID:QjO BPNe6Hg4inNCP504QXWytH2O-6vA0yAkC6RU5ni WwJu2NjOvXK6ZbkOfh2m 1?b9yAC08 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=166(F=83, B=83) 12=-12(F=-6, B=-6) 13=-271(F=-105, B=-166) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overalls building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147494 2561996 CJ7T Diagonal Hip Girder 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33557, 8.430 S NOV 30 2020 Mi I eK Industries, Inc. Ffl Dec 11 UU:2t5:Ub 20ZU Page 1 ID:QjO BPNe6Hg4inNCP504QXWytH2O-6vAOyAkC6RU5ni WwJu2NjOvWp6WckSah2ml?b9yAC08 -2-9-15 4-2-3 6-9-13 9-10-1 i 2-9-15 4-2-3 2-7-1T 3-0-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.16 10 >688 240 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.23 10 >480 180 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 'Except- 3-10: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 Scale = 1:24.6 Id N O ch O ld PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 49 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings Mechanical except Qt=length) 2=0-8=0, 2=0-8-0. (lb) - Max Horz 2=269(LC 24) Max Uplift All uplift 100 lb or less at joint(s) 5 except 2=737(LC 8), 7=-343(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 5 except 2=1067(LC 28), 2=614(LC 1), 7=637(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1099/553, 3-4=-1297/666 BOT CHORD 2-10=-606/996, 9-10=-210/358, 3-9=-196/273, 8-9=-758/1303, 7-8=-758/1303 WEBS 478=-296/541, 4-7=-1459/849 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left'and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 5 except (jt=lb) 2=737, 7=343. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 209 lb down and 169 lb up at 1-4-15, 209 lb down and 169 lb up at 1-4-15, 78 lb down and 79 lb up at 3-11-7, 78 lb down and 79 lb up at 3-11-7, and 133 lb down and 106 lb up at 7-0-14, and 133 lb down and 106 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. .9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 • Uniform Loads (plf) Vert: 1-5=-70, 2-10=-20, 6-9=20 Continued on page 2 111111118111 % 'C ER P, F �O�ei No 22839 S A�F. :�4U� i I1111 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p / at building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VliTek� is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 December 11,2020 Job Truss Truss Type City GHO Homes - Renton JEM - Island T22147494 2561996 CJ7T Diagonal Hip Girder 1 1 r Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:06 2020 Page 2 ID: QjOBPNe6Hg4inNCP504QXWytH2O-a5kO9WIrticyPs56tcZcGbShZWsrTvgrHQnZ7byAC07 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-12(F=-6, B=-6) 8=-210(F=-105, B=-105) 14=166(F=83, B=83) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 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 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 individual truss web and/or chord members only. Additional temporary and permanent bracing Tek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M i l fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rP11 quality Criteria, DSB-S9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147495 2561996 D1 Common 5 1 Job Reference (optional Cunaers rlrst5ource (viant ta[y, FL), Htant tiny, I-L - 33bbf, 8.430 s Nov 30 2020 MITek Industries, Inc. Fri Dec 11 00:28:06 2020 Page 1 ID:QjOBPNe6Hg4inNC P504QXWytH2O-a5kO9 WlrticyPs56tcZcGbSZd WouTw2rHQnZ7byAC07 2-0-0 5-0-12 12-2-0 19-3-4 24-4-0 26-4-0 2 0 0 5-0-12 7-1-4 7-111 5-0-12 2-0-0 4x6 = 6.00 12 Scale = 1:46.0 1 M 'i m d1 12 ��X4 3x4 = 24 10 3x4 = 9 ° 4 8-3-3 16-0-13 244-0 ' B33 7-9-9 8-3-3 LOADING (pst) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.92 Vert(LL) -0.15 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.39 10-12 >736 180 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(CT) 0.06 8 We n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 125 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 'Except' 1-4,6-9: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-310(LC 10) Max Uplift 2=-497(LC 12), 8=-497(LC 12) Max Grav 2=1499(LC 17),8=1499(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2280/832, 3-5=-1941/658, 5-7=-1942/658, 7-8=-2281/832 BOT CHORD 2-12=-584/2164, 10-12=-161/1356, 8-10=-608/1933 WEBS 5-1 0=-1 28/796, 7-10=-477/472, 5-12=-128/796, 3-12=-476/472 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7-3-10 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design: 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 12-2-0, Exterior(2R) 12-2-0 to 18-2-0, Interior(1) 18-2-0 to 26-5-8 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=497, 8=497. 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plt) Vert: 1-5=70, 5-9=70, 2-12=20, 10-12=-40, 8-10=-20 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=60, 5-9=60, 2-12=-35, 12-23=-55, 23-24=70, 10-24=55, 8-10=-35 Continued on page 2 No 22839 ��• :XZ ?.10 %)'#�IA%O F 11111 Walter P.'Rnn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. �° Design valid for use only with MiTekO 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 building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 December 11,2020 Job Truss Truss Type City Ply GHO Homes - Renton JEM - Island T22147495 2561996 D1 Common 5 1 Job Reference (optional) t3Ullaers Flfsmource (Plant l ity, FL), Plant t;lty, FL - 33bti/, t3.43U s Nov 3U 2U2U MI I eK Industries, Inc. Fri Uec 11 00:28:06 2020 Page 2 ID: QjOBPNe6Hg4inNC P504QXWytH2O-a5kO9WIrticyPs56tcZcGbSZd WouTw2rHQnZ7byAC07 LOAD CASE(S) Standard 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-30, 5-9=-30, 2-12=-40, 10-12=-60, 8-10=-40, 4) Dead + 0.6 C=C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=104, 2-19=57, 5-19=52, 5-21=68, 8-21=52, 8-9=42, 2-12=10, 10-12=-30, 8-10=-10 Harz: 1-2=-114, 2-19=-67, 5-19=-62, 5-21=78, 8-21=62, 8-9=52 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=42, 2-20=52, 5-20=68, 5-22=52, 8-22=57, 8-9=104, 2-12=-10, 10-12=-30, 8-10=-10 Harz: 1-2=-52, 2-20=-62, 5-20=-78, 5-22=62, 8-22=67, 8-9=114 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=13, 2-5=-57, 5-8=-57, 8-9=-47, 2-12=-20, 10-12=-40, 8-10=20 Harz: 1-2=17, 2-5=27, 5-8=-27, 8-9=-17 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=47, 2-5=-57, 5-8=-57, 8-9=-13, 2-12=-20, 10-12=-40, 8-10=-20 Harz: 1-2=17, 2-5=27, 5-8=-27, 8-9=17 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=38, 2-5=10, 5-8=29, 8-9=19, 2-12=-10, 10-12=-30, 8-10=-10 Harz: 1-2=48, 2-5=20, 5-8=39, 8-9=29 9) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=19, 2-5=29, 5-8=10, 8-9=38, 2-12=-10, 10-12=-30, 8-10=-10 Harz: 1-2=-29, 2-5=39, 5-8=20, 8-9=48 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2= 44, 2-5=55, 5-8=-11, 8-9=-1, 2-12=-20, 10-12=-40, 8-10=20 Harz: 1-2=14, 2-5=25, 5-8=19, 8-9=29 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plo Vert: 1-2=1, 2-5=-11, 5-8=-55, 8-9=-44, 2-12=-20, 10-12=-40, 8-10=20 Harz: 1-2=-29, 2-5=-19, 5-8=25, 8-9=-14 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=72, 2-5=44, 5-8=44, 8-9=72, 2-12=-10, 10-12=-30, 8-10=-% Harz: 1-2=-82, 2-5=54, 5-8=54, 8-9=82 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=43, 2-5=15, 5-8=15, 8-9=43, 2-12=-10, 10-12=-30, 8-10=-10 Harz: 1-2=-53, 2-5=25, 5-8=25, 8-9=53 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-21, 2-5=-32, 5-8=-32, 8-9=-21, 2-12=-20, 10-12=40, 8-10=-20 Harz: 1-2=-9, 2-5=2, 5-8=2, 8-9=9 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel:.Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=21, 2-5=-32, 5-8=32, 8-9=-21, 2-12=-20, 10-12=-40, 8-10=-20 Harz: 1-2=-9, 2-5=2, 5-8=2, 8-9=9 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-30, 5-9=-30, 2-12=-40, 12-23=-60, 23-24=-80, 10-24=-60, 8-10=40 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 075(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-71, 2-5=-79, 5-8=-46, 8-9=-38, 2-12=-35, 12-23=-55, 23-24=-70, 10-24=-55, 8-10=-35 Harz: 1-2=11, 2-5=19, 5-8=14, 8-9=22 18) Dead + 0.75 Roof Live (bat.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-38, 2-5=46, 5-8=-79, 8-9=-71, 2-12=-35, 12-23=-55, 23-24=-70, 10-24=-55, 8-10=-35 Harz: 1-2=-22, 2-5=-14, 5-8=19, 8-9=-11 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=53, 2-5=61, 5-8=-61, 8-9=-53, 2-12=-35, 12-23=-55, 23-24=-70, 10-24=-55, 8-10=-35 Harz: 1-2=-7, 2-5=1, 5-8=1, 8-9=7 .20) Dead + 0.75 Roof Live (bat.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit] Vert: 1-2=-53, 2-5=-61, 5-8=-61, 8-9=-53, 2-12=-35, 12-23=-55, 23-24=70, 10-24=-55, 8-10=-35 Harz: 1-2=-7, 2-5=1, 5-8=-1, B-9=7 21) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 3 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® 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 pMat building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVI iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply GHO Homes - Renton JEM - Island T22147495 2561996 D1 Common 5 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:06 2020 Page 3 ID: Qj0 BPNe6Hg4inNC P504QXWylH2O-a5k09WIrtIcyPs56tcZcGbSZdWouTw2rHQnZ7byAC07 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5=-70, 5-9=-30, 2-12=-20, 10-12=40, 8-10=-20 .22) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-30, 5-9=70, 2-12=-20, 10-12=-40, 8-10=-20 23) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 5-9=30, 2-12=-35, 12-23=-55, 23-24=-70, 10-24=-55, 8-10=-35 24) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-5=-30, 5-9=60, 2-12=-35, 12-23=-55, 23-24=-70, 10-24=-55, 8-10=-35 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r� building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Renton JEM - Island T22147496 2561996 D3 Common Girder 1 q J Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:08 2020 Page 1 ID: QjO BPNe6Hg4inNCP504QXWylH2O-WUr8aCn5PMsfeAFV_l b4LOXvoJYoxhZ7kkGgCUyAC05 -2-0-0 5-1-0 8-8-12 12-2-0 , 15-7-4 , 19-3-0 24-4-0 26-4-0 , 2-0-0 5-1-0 3-7-12 3-5-4 3-5-4 3-7-12 5-1-0 ' 2-0-0 ' Scale = 1:50.4 4x6 I I 5.00 12 2X4 a 3X1U II 1XB = - -- Bxlu = /XB = 3X1U II 2x4 11 �b 5.1-0 8-8-12 12-2-0 15-74 , 19-3-0 , 24-4-0 , 5-1-0 3-7-12 3-5.4 3-5-4 3-7-12 5-1-0 Plate Offsets (X,Y)-- [2:0-2-15,0-2-4], [4:0-2-0,Edge], [8:0-2-0,Edge], [10:0-2-15,0-2-4], [13:0-3-8,0-4-12], [14:0-5-0,0-4-12], [16:0-3-8,0-4-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.24 14-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.37 14-16 >767 180 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT) 0.09 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 509 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins. 1-4,8-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 6-14: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-31O(LC 23) Max Uplift 2=-5085(LC 8), 10=3758(LC 8) Max Grav 2=12753(LC 2), 10=7896(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-21485/8407, 3-5=-16733/6865, 5-6=-12683/5478, 6-7=-12683/5479, 7-9=-15304/6925, 9-10=-15964/7397 BOT CHORD 2-17=-7279/18999, 16-17=-7279/18999, 14-16=-5857/14925, 13-14=5915/13646, 12-13=-6369/14048, 10-12=6369/14048 WEBS 6-14=4718/10989,7-14=-3737/2222,7-13=-2243/3883,9-13=-545/551,9-12=-550/597, 5-14=-5877/2129, 5-16=-2153/6278, 3-16=-4946/1724, 3-17=-1673/4995 ol �.� ER P. NOTES- V P •�G E IV s'•�y ��i� 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: ,��, V F•••,� �� Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. No 22839 �� Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. * Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 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. "0 ! >r 3) Unbalanced roof live loads have been considered for this design, 4) Wind: ASCE 7-16; Vult=160mph Vasd=124mph; i -0 OF O (3-second gust) TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS ,it� • (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 0 R u) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ij` sA ..... lIf•�\ to the use of this truss component. l) ��� �I�//I#, A; 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 7) This truss has been designed for a jive 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. Walter P. Finn PE No.22839 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) MITek USA, Inc. FL Cert 6634 2=5085, 10=3758. 6904 Parke East Blvd. Tampa FL 33610 Date: Continued on page 2 December 11,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.° Design valid for use only with MTek® 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 propedy Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing, M ITe k° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 T22147496 Girder I I I I `# IJob Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:08 2020 Page] ID: QjOBPNe6Hg4inNC P504QXWylH2O-WUr8aCn5PMsfeAFV_l b4LOXvoJYoxhZ7kkGgCUyAC05 NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2148 lb down and 776 lb up at 1-3-4, 2148 lb down and 776 lb up at 3-3-4, 2196 lb down and 767 lb up at 5-3-4, 2149 lb down and 767 lb up at 7-3-4, 2165 lb down and 767 lb up at 9-3-4, 2167 lb down and 767 lb up at 11-3-4, 1951 lb down and 766 lb up at 13-3-4, and 1986 lb down and 778 lb up at 15-2-8, and 1919 lb down and 1620 lb up at 17-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=70, 6-11=70, 2-10=-20 Concentrated Loads (lb) Vert: 17=-1986(B) 24=-1967(B) 25=-1967(B) 26=1986(B) 27=-1986(B) 28=-1986(B) 29=-1951(B) 30=1986(B) 31=-1919(B) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-7473 rev. 5/1912020 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 truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Type IQty IPly I GHO Homes - Renton JEM - Island T22147497 !rs FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:09 2020 Page 1 ID:QjOBPNe6Hg4inNCP504QXWytH2O-_gPWoXoj9g WGKphYk7JtE48PjxCgEXHz07DkwyAC04 2-0-0 5 4-13 11-0-0 13 4-0 18-11-3 24 4-0 26.4-0 2-0-0 5-4-13 5-7-3 2-4-0 5-7-3 5-4-13 2-0 0 Scale = 1:46.8 5-4-13 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020rTP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 15-16,18-19: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-B-0 Max Horz 2=285(LC 11) Max Uplift 2=-575(LC 12), 7=-575(LC 12) Max Grav 2=1237(LC 1), 7=1237(LC 1) 4x4 = 4x4 = 4 22 235 3x4 = CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TC 0.62 Vert(LL)-0.1011-13 >999 240 MT20 244/190 BC 0.50 Vert(CT) -0.19 9-10 >999 180 WB 0.47 Horz(CT) 0.06 7 n/a n/a Matrix-SH Weight: 133 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1837/849, 3-4=-1328/679, 4-5=11101672, 5-6=-1328/679, 6-7=-1837/849 BOT CHORD 2-13=-573/1679, 11-13=-573/1679, 10-11=-266/1124, 9-10=-614/1544, 7-9=-614/1544 WEBS 3-11=-622/388, 4-11 =-1 09/325, 5-1 0=-1 09/325, 6-10=-624/388 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 11-0-0, Exterior(2E) 11-0-0 to 13-4-0, Exterior(2R) 13-4-0 to 21-9-13, Interior(1) 21-9-13 to 26-5-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=575, 7=575. ' eRP , ! ♦�� ENS4S'.,ti i No 22839 S A F : :44/ ♦ Walter P. Finn PE No.22839 MIek USA, Inc. FL Cert 6634. 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 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 truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overallT° building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M IQ'k° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147498 D5 Hip 1 1 r561996 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 UU:28:10 202U Page 1 ID:QjOBPNe6Hg4inNCP504QXWylH2O-Sszv?toLw 6NtU0t6SeYQRcHg7DXPmRQB2lmGMyAC03 2-0-0 4 6 10 9-0.0 15-4-0 19-9 6 244-0 26-4.0 2-0.0 4-G-10 4-5-66-4-0 4-5-6 4-6-10 Scale = 1:46.8 46 = 4x8 = 9-0-0 6-4-0 9-M Plate Offsets (X,Y)— [5:0-5-4,0-2-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.16 7-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.32 7-9 >875 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH Weight: 129 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-0-6 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 13-14,16-17: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-242(LC 10) Max Uplift 2=-575(LC 12), 7=-575(LC 12) Max Grav 2=1237(LC 1), 7=1237(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1793/926, 3-4=-1502/764, 4-5=1288/753, 5-6=-1501/764, 6-7=-1793/925 BOT CHORD 2-11=-633/1612, 9-11=-403/1288, 7-9=-673/1512. WEBS 3-11=-339/301, 4-11=-22/355, 5-9=-57/355, 6-9=-340/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 9-0-0, Exterior(2E) 9-0-0 to 15-4-0, Exterior(2R) 15-4-0 to 24-0-0, Interior(l) 24-0-0 to 26-5-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=575, 7=575. %%`p��-J eR'P, . No 22839 Off. S � a RI •6S'`S��N A nni Walter R Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 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 truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job 7 Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147499 2561996 D6 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8'430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:11 2020 Page 1 ID: QjOBPNe6Hg4inNC P504QXWytH2O-x3XHDDpzhHFEVdz4g99nzf9SbXbL8CcaQiU KppyACO2 -2-0-0 7-0-0 10-3-0 12-2-0 14-1-0 i 17-4-0 24-4-0 26-4-0 2-0-0 7-0-0 3-3-0 1-11-0 1-11-0 3-3-0 7-0-0 2-0-0 3x4 = 48 = 44 i 6 ewe a 14-1-0 17-4-0 24A-0 Scale: 1/4"=1' LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.71 BC 0.58 WB 0.18 Matrix-SH DEFL. in Vert(LL) 0.09 Vert(CT) -0.17 Horz(CT) 0.06 (loc) I/defl L/d 12 >999 240 9-11 >999 180 9 n/a We PLATES GRIP MT20 244/190 Weight: 128 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-9 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-239(LC 10) Max Uplift 2=-594(LC 12), 9=-594(LC 12) Max Grav 2=1237(LC 1), 9=1237(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-17441864, 34=-1744/1049, 4-5=16241991, 5-7=-1624/991, 7-8=-1744/1064, 8-9=-1744/874 BOT CHORD 2-14=-556/1506, 12-14=-553/1512, 11-12=-558/1443, 9-11=-559/1437 WEBS 3-14=0/273, 3-12=243/430, 8-12=-258/431, 8-11=0/273, 5-12=343/332 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 12-2-0, Exterior(2R) 7-0-0 to 13-0-0, Interior(1) 13-0-0 to 17-4-0, Exterior(2E) 12-2-0 to 14-0-9, Interior(1) `,{{1 leI' 17-4-0 to 26-5-7 zone; cantilever left and right for forces & ,0 -DER P. R //�,1 exposed ;C-C members and MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer for live load �� `Q.�•, •.. • �j V E /V S+ ••. ti �i� responsible verifying applied roof shown covers rain loading requirements specific to the this truss ♦♦� �G V F '• use of component. ♦ 4) Provide adequate drainage to prevent water ponding. 4 No 22839 �� 5) All plates are 2x4 MT20 unless otherwise indicated. * 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 7) This 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. 'O 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9:2=594,9=594. 441 1 •• 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OSA R , Q; N�,�♦ ••O SS" 0N A nn{ � Walter R Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 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 individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 GHO Homes - Renton JEM - Island Special Girder T22147500 I I I I IJob Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 Mi-rek Industries, Inc. Fri Dec 11 00:28:12 2020 Page 1 1 D: QjO BP N e6H q4i n N C P504 QX WytH 20-P F5fQZgbSbN 57nYG DtgOVsifiwz8tU CjfLEtLFyAC 01 2-0-0 5-0-0 8-3-0 12-2-0 16-1-0 19-4-0 24-4-0 26-4-0 2-0-0 5-0-0 3-3-0 3-11-0 3-11-0 3-3-0 5-0-0 2-0-0 n 2x4 0 LOADING (psi) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 5-0-0 8-3-0 5-0-0 3-3.0 10,0-1-81, [8:0-2-10,0-1-81, [10:0-3-8,i SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TPI2014 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=240(LC 24) Max Uplift 2=-1225(LC 8), 8=-1225(LC 8) Max Grav 2=2099(LC 29), 8=2099(LC 30) 4x4 11 Scale = 1:52.4 2x4 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TC 0.62 Vert(LL) 0.2411-13 >999 240 MT20 244/190 BC 0.48 Vert(CT) -0.33 11-13 >869 180 WB 0.86 Horz(CT) 0.06 8 n/a n/a Matrix-SH Weight: 148 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3685/1989, 3-4=-3291/1847, 4-5=2932/1598, 5-6=2932/1598, 6-7=3292/1847, 7-8=-3686/1989 BOT CHORD 2-13=-158113332, 11-13=-2016/4142, 10-11=-201'6/4028, 8-10=-158113195 WEBS 3-13=-734/1390, 4-13=-1036/500, 4-11 =-1 750/1021, 5-11 =-1 230/2291, 6-11=-1751/1021, 6-1 0=-1 036/500,.7-10=-734/1390 - NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1225, 8=1225. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 156 lb down and 109 lb up at 5-0-0, and 156 lb down and 109 lb up at 19-4-0 on top chord, and 372 lb down and 345 lb up at 5-0-0, 529 lb down and 295 lb up at 7-2-4, and 529 lb down and 295 lb up at 17-1-12, and 372 lb down and 345 lb up at 19-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-5=-70, 5-6=-70, 6-7=-70, 7-9=-70, 2-8=-20 Continued on page 2 ,``t%J1111111II1,,GENS No 228'39 ?� OSA?F O N A„ l1"'�`�� Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. ° Design valid for use only with MTekO 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 building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSYTP11 Quality Criteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147500 2561996 D7 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MITek Industries, Inc. Fri Dec 11 OD:28:12 202U Page 2 ID: QjOBPNe6Hg4inNCP504QXWytH2O-P F5fQZgbSbN57nYGDtgovsiriwz8tugfLEtLFyAC01 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-45(F) 7=-45(F) 13=196(F) 10=-196(F) 20=-529(F) 21=-529(F) WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with Mi rek® 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 very the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• Is always required for stability and to prevent collapse with possible personal Injury and. property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147501 2561996 D8 Common 1 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:13 2020 Page 1 ID:QjO BPNe6Hg4inNC P504QXWytH2O-tRf1 dvrEDvVykx7SnaBF24EruKNtc7Vtu7zRthyAC00 4-11-0 9-10-0 4-11-0 4-11-0 a— F 5X6 6 3x6 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20201TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 4=Mechanical Max Horz 6=-104(LC 10) Max Uplift 6=-160(LC 12), 4=-160(LC 12) Max Grav 6=429(LC 1), 4=429(LC 1) 46 = 3x8 = 3x6 11 11-a 9-10-0 4-11-0 CSI. DEFL. in (loc) I/deft L/d TC 0.53 Vert(LL) -0.01 4-5 >999 240 BC 0.20 Vert(CT) -0.02 4-5 >999 180 WB 0.09 Horz(CT) 0.00 4 n/a n/a Matrix-SH FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-361/355, 2-3=361/377, 1-6=-386/455, 3-4=-386/442 WEBS 1-5=-130/272, 3-5=1791273 Scale=1:31.1 PLATES GRIP MT20 2441190 Weight: 58 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 100 lb uplift at joint(s) except Qt=lb) 6=160, 4=160. f11111111/�� V. ER P-, No 22839 3 : Tri O F �411 Inn Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5119/2020 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 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 individual trussweb and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Renton JEM - Island T22147502 2561996 D9 Common Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:14 2020 Page 1 ID:QjO BPNe6Hg4inNC P504QXWytH2O-LeDPrFrs_CdpM5ifLH iUaHnl mkigLXsO6fj_P7yACO? -2-0-0 4-11-0 9-10-0 11-10-0 2-0-0 4-11-0 4-11-0 2-0-0 14 2x4 II 4x4 = 15 16 10 17 18 9 3x8 = 2x4 11 Scale: 30=1' 0-q-2 0-0-2 4-11-0 .4-10-14 9-10-0 4-11-0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.02 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.04 11-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT) -0.00 9 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 85 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 JOINTS REACTIONS. (size) 14=Mechanical, 9=Mechanical Max Horz 14=-285(LC 6) Max Uplift 14=-380(LC 8), 9=380(LC 8) Max Grav 14=707(LC 36), 9=707(LC 37) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less, except when shown. TOP CHORD 2-3=-605/182, 34=446/167, 4-6=-446/167, 6-7=-607/182, 2-14=-657/362, 7-9=-656/362, 3-5=318/135, 5-6=-318/135 BOT CHORD 10-14=-271/232 WEBS 5-12=-29/296, 4-5=31/297, 2-13=-33/563, 10-13=-95/347, 10-11=96/348, 7-11=-36/566 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Brace at Jt(s): 11, 13.12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 14=380, 9=380. 9) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 205 lb down and 172 lb up at 2-0-7, and 205 lb down and 172 lb up at 7-9-9 on top chord, and 30 lb down and 78 lb up at 2-0-0, and 30 lb down and 78 lb up at 7-10-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-2=-70, 2-3=-70, 3-4=70, 4-6=-70, 6-7=-70, 7-8=-70, 9-14=-20, 11-20=-20, 13-20=-20 Continued on page 2 `,,��1►111111//��,, i No 22839 OF • I�'0�ts •. R 1 • C ` �i;Vi% A; o %% Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 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 truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Not building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11fPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 December 11,2020 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147502 2561996 D9 Common Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.430 s Nov 3U ZUZU MI I eK Industries, Inc. Fri Uec 11 UU26:14 "LULU Nage L ID:QjOBPNe6Hg4inNCP504QXWytH2O-LeDPrFrs_CdpM5ifLHiUaHn1 mkigLXsO6fj_P7yACO? LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=74(F) 6=74(F) 16=-30(F) 17=-30(F) WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147503 2561996 E1 Common 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MTek Industries, Inc. Fri Dec 11 00:28:15 2020 Page 1 ID:QjOBPNe6Hg4inNCP504QXWytH2O-pgmn2bsUlWlg FHrv?Dj7VKAgBv74ow9LJSXyayACO_ 5-8-0 , 11-4-0 134-0 2-0-0 5-8-0 5-8-0 2-0-0 ' Scale = 1:25.2 4x4 = I$ 1-9-0 5-8-0 , 9-3-0 �-7-0, 11-4-0 , 1-9-0 -4- 3-7-0 3-7-0 -4- 1-9-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in ([cc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.11 9 >779 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.11 9 >800 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 49 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 8=0-8-0 Max Horz 10=169(LC 11) Max Uplift 10=-574(LC 12), 8=-470(LC 12) Max Grav 10=672(LC 21), 8=672(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-336/257, 5-6=336/257 BOT CHORD 2-1 0=-1 921406, 9-1 0=-1 921406, 8-9=1921406, 6-8=-192/406 WEBS 3-10=-394/535, 5-8=-394/535 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 5-8-0, Exterior(2R) 5-8-0 to 11-8-0, Interior(1) 11-8-0 to 13-5-7 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the this ,,�I111111III�, use of truss component. F//1 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 3-6-0 tall by 2-0-0 ,�� ``P�,� ,.. • �^�"-� j V E 'Y �i� where a rectangle wide ,�� �G IV S+'• •� V 4' will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) No 22839 10=574,8=470. • At � %%* I lilt,% Walter R Finn PE No.22839 MTTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 & WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall r building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147504 2561996 E2 Common 1 1 Job Reference o tional builders Firstbource (Plant city, FL), Plant city, FL - 33557, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:15 2020 Page 1 ID: QjOBPNe6Hg4inNCP504QXWytH2O-pgmn2bsUlWlg_FHrv7Dj7VK9L8v44Oh9LJSXyayACO_ -2-0-0 5-8-0 11-4.0 13-4-0 2-0-0 ' 5-8-0 5-8.0 2-0-0 Scale = 1:25.8 4x4 = 2x4 1-9 0 1- 5-8-0 9-2-8 11-2-4 11 0 1-trio -4- 3-7-0 3 6-8 1-11-12 0- - 2 Plate Offsets (X,Y)— [6:0-0-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.66 Vert(LL) 0.09 8-9 >905 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.09 8-9 >960 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH Weight: 49 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 2-5-0 except Qt=length) 10=0-8-0. (lb) - Max Horz 10=-169(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 6=152(LC 9), 10=-603(LC 12), 8=-294(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 6 except 6=280(LC 22), 10=702(LC 1), 8=415(LC 1), 8=415(LC FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-288/228, 5-6=314/151 BOT CHORD 2-1 0=-1 71/393, 9-1 0=1 14/401, 8-9=114/401, 6-8=-114/401 WEBS 3-10=-404/586, 5-8=-304/491 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ff; L=6Dft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 5-8-0, Exterjor(2R) 5-8-0 to 11-8-0, Interior(1) 11-8-0 to 13-5-7 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 5) ' This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift at joint 6, 603 lb uplift at joint 10 and 294 lb uplift at joint 8. ER ,P No 22839 S A F :��/� 00 �nnnn�� Walter R'Flnn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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 Sae 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 individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance. regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P/1 qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147505 561996 E3 Common Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43U S NOV JU ZUZU MI I eK InaustrleS, Inc. en Uec i i UU:ztm0 ZUZU rage i ID:QjOBPNe6Hg4inNCP504QXWytH2O-HOKAGxt6WgtXbPs1 SilygisJMYGZpHMJazC5TOyACNz -2-0-0 2-1-0 5-8-0 11-4-0 13-4-0 2-0-0 3-7-0 5-8-0 2-0-0 Scale = 1:26.0 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.12 7-9 >887 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.13 7-9 >845 180 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 58 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. (size) 7=0-8-0, 10=0-8-0 Max Horz 10=169(LC 31) Max Uplift 7=-543(LC 8), 10=-731(LC 8) Max Grav 7=636(LC 37), 10=777(LC 36) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-611/590, 3-4=-360/356, 6-7=-345/195, 3-5=-466/507, 5-6=382/301 BOT CHORD 2-10=-529/671, 9-10=-333/561, 7-9=199/511 WEBS 3-10=-694/607 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 543 lb uplift at joint 7 and 731 lb uplift at joint 10. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 105 lb up at 9-3-9 on top chord, and 183 lb down and 102 lb up at 2-0-0, 9 Ib'down at 3-1-1. 9 lb down at 5-1-1, 9 lb down at 7-1-1, and 9 lb down at 9-1-1, and 395 lb down and 242 lb up at 9-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. • 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-4=-70, 4-6=-70, 6-8=-70, 2-7=-20 Continued on page 2 d Id 11111111//j� ER P F i No 22839 53 Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 Rat a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUrP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Renton JEM - Island T22147505 2561996 E3 Common Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 202U Mil eK Industries, Inc. I-n Uec 11 UU:28:lb ZUZU I -age 2 ID: QjOBPNe6Hg4inNCP504QXWylH2O-HOKAGxt6WgtXbPs1 SilygisJMYGZpHMJazC5TOyACNz LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=60(F) 6=39(F) 14=137(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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 truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall r building design. Bracing indicated is to prevent buckling of Individualtrussweb and/or chord members only. Additional temporary and permanent bracing M iTeiC� Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147506 2561996 J1 Jack -Open 14 1 Job Reference (optional) tsunaers t-Irsibource (Plant lacy, FL), Flant taty, FL - 33b6r, 6.43U s Nov 3U 202U MI I eK Industries, Inc. Fri Dec 11 00:28:17 2020 Page 1 ID: QjO BPNe6Hg4inNCP504QXWytH2O-IDuYTHukH77ODYREOQGBCwPV4xnLYyvSodxe7SyACNy -2-M 1-0-0 ' 2-0-0 1-0.0 Scale = 1:10.3 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.64 BC 0.03 WB 0.00 Matrix-P DEFL. in Vert(LL) -0.02 Vert(CT) -0.02 Horz(CT) 0.00 (loc) Vdefl L/d 4 >519 240 4 >551 180 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-6-0 Max Horz 2=112(LC 12) Max Uplift 3=-142(LC 17), 2=-399(LC 12) Max Grav 3=210(LC 12), 2=388(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 142 lb uplift at joint 3 and 399 lb uplift at joint 2. ``III111111//�� �VI ER P- GEIV No 22839 13 rR OF :��/ftb Inn Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MRek& connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147507 2561996 AA Jack -Open 8 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 Mi rek Industries, Inc. Fri Dec 11 00:28:17 2020 Page 1 ID:QjOBPNe6Hg4inNCP504QXWytH2O-IDuYTHukH7?ODYREOQGBCwPSexnkYyvSodxe?SyACNy -2-0-0 1-0-0 , 2-0-0 1-0-0 Scale = 1:9.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.01 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC, 0.01 Vert(CT) -0.02 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-P Weight: 7 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=1-0-0, 2=1-0-0, 4=1-0-0 Max Horz 2=113(LC 12) Max Uplift 3=-123(LC 17), 2=-367(LC 12) Max Grav 3=175(LC 12), 2=362(LC 17), 4=20(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-91/276 Structural wood sheathing directly applied or 1-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1511; B=70ft; L=60ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 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 ANSI/rPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 367 lb uplift at joint 2. ``�/fillll/ll"'' �%% I ER P- F q�.ii i No 22839 S • 41 y�`s`s fo N A `��� 11.111 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 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 truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall r building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147508 2561996 J2 Jack -Open 3 1 Job Reference (optional) builders FirstBource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:18 2020 Page 1 ID:QjOBPNe6Hg4inNCP504QXWytH2O-DPSwhcvM2R7FriOQa7nRl7yhMLx_HNWc1 HhBYvyACNx' -2-0-0 2-0-0 2-0-0 2-0-0 Scale=1:12.2 1-8-0 2-0-0 1-8-0 0-4-0 Plate Offsets (X,Y)— [3:0-0-8,1-2-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.00 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) 0.00 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.04 4 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 4=Mechanical, 5=Mechanical Max Horz 6=139(LC 12) Max Uplift 6=-939(LC 12), 4=-249(LC 1), 5=-387(LC 1) Max Grav 6=964(LC 1), 4=247(LC 12), 5=421(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 2-6=-92/273 WEBS 3-6=-357/569 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left 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 ANSI/rPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component.ER 4) Gable 2-0-0 P F/ �I studs spaced at oc. 5) This truss has been designed for a 10.0 bottom live load �� . E IV psf chord nonconcurrent with any other live loads. 6) • This truss has been designed for live load 20.Opsf • SF�••, ��� a of on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ��� V� will fit between the bottom chord and any other members. • No 22839s) 7) Refer to girderfor truss to truss connections. 8) Provide :� * r � * � mechanical connection (by others) of truss to bearing plate capable of withstanding 939 lb uplift at joint 6, 249 lb uplift at joint 4 and 387 lb uplift at joint 5. —_ • YT% OF �'. �, sSO N A E Inns Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall ■�Y�• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M TIe�C• Is always required for stability and to prevent collapse with possible personal injury and. properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from. Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147509 2561996 J2A Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2X4 = 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:18 2020 Page 1 ID: QjOBPNe6Hg4inNCP504QXWytH2O-DPSwhcvM2R7FriOQa7nRl7ypFL7bHPgc1 HhBYvyACNx -10-0 Scale = 1:9.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 1 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a We BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=Mechanical, 1=0-3-8, 3=Mechanical Max Horz 2=51(LC 12) Max Uplift 2=-26(LC 12), 1=44(LC 12) Max Grav 2=66(LC 17), 1=93(LC 17), 3=36(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 2 and 44 lb uplift at joint 1. ,``�II11111///��,, �,Py-� ER P. pc/� .` �. GENS' •.ti��•� • �,� F .� No 22839 9O :• '(' O F : �41/ nln WalterP. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 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 Not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147510 2561996 J2B Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MITek Industries, Inc. Fri Dec 11 UU:26:19 2UZU I -age 1 ID: QjOBPNe6Hg4inNCP504QXWytH2O-ibOluyv_pIF5Tsac8rlgHLUrLITgOsPIGxQ14LyACNw -2-0-0 1-10-0 2-0-0 1-10-0 Scale = 1:11.8 1-9-4 1-7-8 Plate Offsets (X,Y)— [2:0-2-0,Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.00 2 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a We BCDL 10.0 Code FBC20201rP12014 Matrix-P Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-0 oc purlins. BOT CHORD 2x4 SP NG.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 3=135(LC 12) Max Uplift 3=-35(LC 17), 2=360(LC 12) Max Grav 3=136(LC 12), 2=346(LC 17), 4=36(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-133/333 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. I , ER p 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 3 and 360 lb uplift at %% `Q.L........ V E N joint 2. �� G & •."Y �i No 22839 OF :�441 ` nn� Walter R Finn PE No.22839 MITek USA, Inc. FL Geri 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: December 11,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® 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 IH� building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M ffek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Renton JEM -Island T22147511 2561996 J2C Jack -Open 4 1 Job Reference (optional) tri—r any, r�l, scant any, rL - aaaor, 0,43U S NOV 3U 2UZU MI I eK Inaustrles, Inc. I-n Dec 11 00:28:20 2020 Page 1 ID: QjOBPNe6Hg4inNCP504QXWytH2O-AnagSlwda2Ny409ohYpvgY10K9pzlJfuVbAlcnyACNv -2-0-0 2-0-0 ' 2-0-0 2-0-0 Scale = 1:12.2 2-0-0 2-0-0 Plate Offsets (X,Y)-- (2:0-2-0,Edoe) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORb 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-8-0, 4=Mechanical, 3=Mechanical Max Horz 2=139(LC 12) Max Uplift 2=-287(LC 12), 3=-20(LC 1) Max Grav 2=336(LC 17), 4=38(LC 3), 3=55(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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 ANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1111111/ 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 `,����� ER P��t�.�� will fit between the bottom chord and any other members. ��,�P~�G E N S • /' 1, 7) Refer to girder(s) for truss to truss connections. B) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 287 lb uplift at joint 2 and 20 lb uplift at ,� •' V F•'• �� joint 3. No 22839 P4 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® 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 r �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYM11 Qualfty Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147512 2561996 J3 Jack -Open 13 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2N 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:20 2020 Page 1 I D: Qj 0 B P Ne6Hg4in NC P504QX WytH2O-Anag5lwda2Ny409ohYpvgY1 _09oPIJfuVbAlcnyAC Nv 3-0-0 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) UdeO Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.01 2-4 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=165(LC 12) Max Uplift 3=-27(LC 9), 2=-347(LC 12), 4=-37(LC 8) Max Grav 3=32(LC 8), 2=370(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:15.3 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3, 347 lb uplift at joint 2 and 37 lb uplift at joint 4. No 22839 01 nn� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 WARNING - Vedty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design into the overall Not building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PN Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Renton JEM - Island T22147513 2561996 J3A Jack -Open 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:21 2020 Page 1 ID:QjO BPNe6Hg4inNCP504QXWytH2O-e_83JexFLMVpiAk?FFK8NmaIcZ7eUmu2jFvs8DyACNu 3.0-0 3-0-0 Scale: V=T 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 1-3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix-P Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=81(LC 12) Max Uplift 1=-71(LC 12), 2=-80(LC 12), 3=-37(LC 8) Max Grav 1=117(LC 1), 2=11O(LC 17), 3=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 1, 80 lb uplift at joint 2 and 37 lb uplift at joint 3. J eR �P �•`'��P�'� E N s • ��b''% No 2283910 1 iti OF '0O <U . SS14NA � nn� Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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 truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147514 2561996 J5 Jack -Open 8 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, -2-0-0 2x LOADING (PSI SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 TCDL 15.0 Lumber DOL 1.25 BC 0.26 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020fTP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=218(LC 12) Max Uplift 3=-81(LC 12), 2=363(LC 12), 4=-66(LC 8) Max Grav 3=146(LC 17), 2=425(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:21 2020 Page 1 ID: QjOBPNe6Hg4inNCP504QXWytH2O-e_83JexFLMVpiAk7FFK8Nma9lZ4IUmu2jFvs8DyACNu 5-0-0 Scale = 1:20.2 DEFL. in (loc) I/deft Lid PLATES GRIP Vert(LL) 0.05 2-4 >999 240 MT20 244/190 Vert(CT) -0.05 2-4 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 4-11-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 3, 363 lb uplift at joint 2 and 66 lb uplift at joint 4. .` `�• •`DENS• �' ��. No 22839 : J3 ' OF : 1/4O ••. 4 11 01111111000 Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek& 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 prop edy Incorporate this design into the overall my building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type City Ply GHO Homes - Renton JEM - Island T22147515 2561996 J5A Jack -Open 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:22 2020 Page 1 I D: Qj OB PN e6Hg4 inN C P504QXWytH2O-6AhR Wyt6gdg KKJ B pzrN vz6U2yJwDD8ByvfphgyACNt 3-11-13 5-0-0 3-11-13 1-2 Scale = 1:17.0 3x4 = 3-11-13 5-0-0 3-11-13 1-0-3 Plate Offsets (X,Y)-- [5:0-5-0,0-0-8] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.04 2 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) 0.03 2 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 4 n/a rile BCDL 10.0 Code FBC2020frP12014 Matrix-R Weight: 20 lb 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 No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-6: 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 3=Mechanical, 4=Mechanical Max Horz 1=237(LC 12) Max Uplift 1=-162(LC 12), 3=80(LC 12). 4=-218(LC 12) Max Grav 1=216(LC 1), 3=80(LC 1). 4=148(LC 3) r FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-255/134 BOT CHORD 1-6=-316/171 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) All ates unless otherwise 4) Thisltruss has been dles gned for a 10.0 psf bottl mt chord live load nonconcurrent with any other live loads. �%!`t'1ER ,P,',I 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 ��� ``Q.�,.. • • F//��A�"-�j� will fit between the bottom chord and any other members. ,�� V ,• G E 1v S+'• 'Y �� 6) Refer to girder(s) for truss to truss connections. ,� V F•••• �� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint 1, 80 lb uplift at joint No 22839 3 and 218 lb uplift at joint 4. 44/ OF 40 fill 111110% Walter R'Flnn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. December 11,2020 ® WARNING -Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 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 truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall�e building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117F11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Renton JEM - Island T22147516 2561996 J5T Jack -Open 2 1 Job Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL - 33557, U.43U S NOV 3U ZUZU MI I eK Inaustnes, Inc. rrl Uec i i UD:zu:Zz Zuzu rage ID:QjO BPNe6Hg4inNCP504QXWytH2O.6AhRWyt6gdgKKJBpzrNvz6KVyMeDDBByvfPhgyACNt -2-0-0 3-0-0 5-0-0 2-0-0 3-0-0 2-M 3-0-0 5-0-0 i 3-0-0 2-0-0 Plate Offsets (X,Y)— [2:0-2-10,0-1-8], [3:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) BCLL 0.0 Rep Stress ]nor YES WB 0.00 Horz(CT) BCDL 10.0 Code FBC2020rrP12014 Matrix-R LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP NO.2 *Except* BOT CHORD 3-7: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=218(LC 12) Max Uplift 4=-58(LC 12), 2=274(LC 12), 5=-9(LC'9) Max Grav 4=116(LC 17), 2=436(LC 17), 5=80(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 2-7=-1101274 in (loc) Vdefl L/d 0.03 6 >999 240 -0.04 6 >999 180 0.02 5 n/a n/a Scale = 1:20.2 PLATES GRIP MT20 244/190 Weight: 25 lb FT = 20% Structural wood sheathing directly applied or 5-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -271-7 to 3-10-9, Interior(1) 3-10-9 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 4, 274 lb uplift at joint 2 and 9 lb uplift at joint 5. ``\•� ER 1P / ���•,, �P E N No 22839 TA OF r � • � ai � OR r Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 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 truss system. Before use, the building designer must vedfy the applicability of design parameters and properly incorporate this design into the overall` building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, OSB-89 and BCS/ Building Component 6904 Parke East Blvd. Sarety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type. Qty Ply GHO Homes - Renton JEM - Island T22147517 2561996 J7 Jack -Open 37 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2-0-0 0 14 d 2x4 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:23 2020 Page 1 ID:QjOBPNe6Hg4inNCP504QXWytH2O-aMFpkKyVszlXxUuN NgNcS BfSHMjdygOLBZOyD6yACNs 7-0-0 Scale = 1:24.9 7-0-0 7-0-0 Plate Offsets (X,Y)-- [2:0-5-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 TCDL 15.0 Lumber DOL 1.25 BC 0.49 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=272(LC 12) Max Uplift 3=-161(LC 12), 2-405(LC 12), 4=-95(LC 9) Max Grav 3=221(LC 17), 2=501(LC 1), 4=122(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL. in (loc) I/deft Lid PLATES GRIP Vert(LL) 0.22 2-4 >368 240 MT20 244/190 Vert(CT) -0.19 2-4 >420 1 180 Horz(CT) -0.00 3 We n/a Weight: 30 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interiof(1) 3-10-9 to 6-11-4 zone; cantilever left exposed ; porch left exposed;C-C for members and forces &iMWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 'will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 lb uplift at joint 3, 405 lb uplift at joint 2 and 95 lb uplift at joint 4. ,`,,IIIIIliI//���,, j ER • f'' •'pENs No 22839 OF :�R Walter R Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid far use only with.MiTek® connectors. This design isbased only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall NV design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147518 2561996 J7A Jack -Open 1 1 4 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:24 2020 Page 1 ID:QjO BPNe6Hg4inNCP504QXWytH2O-2ZpBxgz7dHtOZdTawOur—OChRmx3h7eUQD8WIYyACNr -2-0-0 3-10-12 5-1-12 7-0-0 2-0-0 3-10-12 1-3-0 1-10-4 Scale = 1:24.9 M 0 2x4 3-10-12 5-1-12 7-% 3-10-12 130 1-14 Plate Offsets (X,Y)— [2:0-1-0,Edge], [3:0-4-12,0-3-5) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 - Vert(LL) 0.14 9 >562 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.15 9 >539 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.11 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-R Weight: 36 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 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 3-10,4-7: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=272(LC 12) Max Uplift 5=-106(LC 12), 2=-277(LC 12), 6=-16(LC 12) Max Grav 5=231(LC 17), 2=515(LC 17), 6=78(LC 17) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-305/46, 3-4=-320/215 BOT CHORD 2-10=-283/335, 8-9=-345/355 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph;'TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extericr(2E) -2-1-7 to 3-9-0, Interior(1) 3-9-0 to 6-11-4 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb uplift at joint 5, 277 lb uplift at joint 2 and 16 lb uplift at joint 6. ,,,vlu 11U411fi � IeR P •� �• ••OEIVg• No 22839 irz VSA F ;SOT. FOR 1nnt+ Walter P. Rnn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rPl1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147519 2561996 J7G Jack -Closed Girder 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL); Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:24 2020 Page 1 ID: QjOBPNe6Hg4inNCP504QXWytH2O-2ZpBxgz7dHtOZdTawOur_OClim?uh7eUQD8WIYyACNr 5-0-0 5-0-0 3x4 = 2x4 II 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.05 1-3 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.74, Vert(CT) -0.08 1-3 >654 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=0-8-0, 3=Mechanical Max Horz 1=128(LC 8) Max Uplift 1=-437(LC 8), 3=-275(LC 8) Max Grav 1=880(LC 25), 3=549(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:17.0 PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph;'TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 437 lb uplift at joint 1 and 275lb uplift at joint 3. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 632 lb down and 400 lb up at 1-0-12, and 409 lb down and 180 lb up at 3-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 1-3=-20 Concentrated.Loads (lb) Vert: 4=-609(B) 5=-409(F) 00 CEIV No 22839 S A F : iv 40 P �: 4 N A 11111 Walter'P. Rnn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2026 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 truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design.. into the overall ■.Y building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147520 561996 J7T Jack -Open 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), 2x4 Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:25 2020 Page 1 ID: QjOBPNe6Hg4inNCP504QXWytH2O-WINZ90—IOb?FBn2mU5P4XckrBAJbQaueett3H?yACNq -2-0-0 3-0 0 7-M 2-0-0 3-0-6 4-M 3-0-0 4-0-0 Scale = 1:24.9 Plate Offsets (X,Y)— [2:0-2-10,0-1-81, [3:0-5-8,Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.23 5-6 >337 240 MT20 244/190 TCDL 15.0 . Lumber DOL 1.25 BC 0.84 Vert(CT) -0.25 5-6 >312 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.10 5 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-R Weight: 32 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-7: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=272(LC 12) Max Uplift 4=-120(LC 12), 2=277(LC 12), 5=-2(LC 12) Max Grav 4=215(LC 17), 2=515(LC 17), 5=112(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-339/40 BOT CHORD 2-7=-292/374 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 6-11-4 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 lb uplift at joint 4, 277 lb uplift at joint 2 and 2 lb uplift at joint 5. "'V111111111'. 00 No 22839 • (U O R IV P �\�,�: '9/0 % Alil� ��� Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa 'L 33610 Date: December 11,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/1912020 BEFORE USE. Design valid for use only with MTek® 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 vedfy the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Renton JEM - Island T22147521 2561996 MV2 Valley 3 1 r Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, v a 0 2X4 i LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 TCDL 15.0 Lumber DOL 1.25 BC 0.03 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TPl2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=1-11-8, 2=1-11-8, 3=1-11-8 Max Horz 1=37(LC 12) Max Uplift 1=-14(LC 12), 2=39(LC 12) Max Grav 1=64(LC 17), 2=57(LC 17), 3=27(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:25 2020 Page 1 ID: QjOBPNe6Hg4inNC P504QXWytH2O-_xxyML?Ngu76oxdy2pwJ4pHB3asU918ntXddgRyACNp 2-0-0 2-0-0 Scale = 1:7.8 DEFL. in (loc) I/deft Lid PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) -0.00 2 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph;;TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for. a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 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 14 lb uplift at joint 1 and 39 lb uplift at joint 2. 'GEN3• No 22839 ♦ OF . U✓ F• , O R 111111111 Walter'R'Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 A\ WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 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 truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Y VliTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage,delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type; Qty Ply GHO Homes -Renton JEM -Island T22147522 2561996 MV4 Valley 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:26 2020 Page 1 I D: QjO BPN e6Hg4in NC P504QXWytH 2O-_xxyM L? N9u76oxdy2pwJ4pH6h apo918ntXddgRyAC Np 4-0-0 4-0-0 v a d 2x4 i 2x4 II Scale = 1:12.8 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 — Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 cc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 1=3-11-8, 3=3-11-8 Max Horz 1=87(LC 12) Max Uplift 1=-32(LC 12), 3=76(LC 12) Max Grav 1=151(LC 17), 3=166(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph;,TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other o ide chani al con ection (by others)of tru smembers. o bearing plate capable of withstanding 32 Ib uplift at joint 1 and 76 Ib uplift at % % ER ,P, 6) Pre joint3. ,� Q,�• .•� /� I� .� `� . G E N S : L �•� ��� • �'` F • �i No 22839 .'0 O Fts ��'%NA� ; �%%o Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 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 ITS I a truss system. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply OHO Homes - Renton JEM - Island T22147523 2561996 MV6 Valley 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:27 2020 Page 1 ID:QjOBPNe6Hg4inNCP504QXWytH2O-T8VKZh?DwCGzQ5C9cWRYc1 pBBz29uUNw6BMAMtyACNo 6-0-0 6-0-0 Scale = 1:17.8 3 2x4 i 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/rP120.14 Matrix-P Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-11-8, 3=5-11-8 Max Horz 1=140(LC 12) Max Uplift 1=-53(LC 12), 3=-123(LC 12) Max Grav 1=245(LC 17), 3=269(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-236/367 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 53 lb uplift at joint 1 and 123 lb uplift at joint 3. ,`,�11111111/���,, .�`�,ER P. No 22839 ' S A F .40 Walter R Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall r building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection. and bracing of trusses and truss systems, see ANS11TFll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147524 2561996 MV8 Valley 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:27 2020 Page 1 ID:QjOBPNe6Hg4inNCP504QXWytH2O-T8VKZh?OwCGzQ5C9cWRYc1 plJz8wuSuw6BMAMtyACNo 8-0-0 B-0.0 v d 0 5 4 2x4 �- 2x4 II 2x4 II Scale = 1:22.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) IldeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020171312014 Matrix-SH Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=7-11-8, 4=7-11-8, 5=7-11-8 Max Horz 1=194(LC 12) Max Uplift 4=-74(LC 12), 5=205(LC 12) Max Grav 1=115(LC 1), 4=162(LC 17), 5=451(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-351/156 WEBS 2-5=-354/535 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 6-7-9, Interior(1) 6-7-9 to 7-10-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 4 and 205 Ito uplift at joint 5. ,`,,�1111111//���,, '4 . VIER P A/ �i No 228:3 1-ft OF .40 i,���sll0 Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 .® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/1912020 BEFORE USE. Design valid for use onlywith MTek® 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 building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PIf Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147525 561996 PB1 Piggyback 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:28 2020 Page 1 ID: QjOBPNe6Hg4inNCP504QXWytH2O-xK3in10ehWOg2FmL9Eyn9EMU2NTGdww4"uJyACNn 1-11-15 7-11-15 9-11-14 1-11-15 6-0-0 1-11-15 6.00 12 3x4 = 3x4 = Scale = 1:19.5 6 2x4 = 3x6 II 2x4 = TOP CHORD UNDER PIGGYBACKS TO BE LATERALLY BRACED BY PURLINS AT 2-0-0 OC. MAX. TYPICAL. 9-11-14 9-11-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 6 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(CT) 0.00 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=8-0-12, 6=8-0-12, 84-0-12 Max Horz 2=-37(LC 10) Max Uplift 2=-122(LC 12), 6=122(LC 12), 8=-121(LC 9) Max Grav 2=228(LC 1), 6=228(LC 1), 8=358(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-255/283, 3-4=-231/261, 4-5=-231/261, 5-6=-257/284 WEBS 4-8=-272/368 ' PLATES GRIP MT20 244/190 Weight: 28 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design.. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 lb uplift at joint 2, 122 lb uplift at joint 6 and 121 lb uplift at joint 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. %C E�N No 22839 :4"z : D i-R O F : 4/ 10 iF OR%1'1111, 11nnn10 Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Padre East Blvd. Tampa FL 33610 Date: December 11,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/192020 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 truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■.Y■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply GHO Homes - Renton JEM - Island fruss T22147526 561996 B2 Piggyback 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:29 2020 Page 1 ID:QjO BPNe6Hg4inNCP504QXWytH2O-P Wd4_N1 GSpWhfP LXjxUOhSvfvnpGMNzDZVrHQmyACNm 3-11-15 %11-15 9-11-14 3-11-15 2-0 0 3-11-15 Scale = 1:19.5 3x4 = 2x4 II 4 3x4 = 8 2x4 = 2x4 I 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 7 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(CT) 0.01 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 30 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=8-0-12, 6=8-0-12, 8=8-0-12 Max Horz 2=-80(LC 10) Max Uplift 2=-155(LC 12), 6=155(LC 12), 8=-54(LC 12) Max Grav 2=269(LC 17), 6=276(LC 18), 8=281(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-240/303, 3-4=223/341, 4-5=-223/341, 5-6=-240/304 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; 6=70ft; L=60ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 lb uplift at joint 2, 155 lb uplift at joint 6 and 54 lb uplift at joint 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 0 �%%�j eR'P, �� F /�DENS .;L',� No 22839 �O $ .:��: Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall qr building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional. temporary and permanent bracing 1 V IiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147527 �561996 PB3 Piggyback 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 Mi rek Industries, Inc. Fri Dec 11 00:28:29 2020 Page 1 ID:QjOBPNe6Hg4inNCP504QXWylH2O-PWd4_N1 GSpWhfPLXjxUOhSvdwnnkMNzDZVrHQmyACNm 4-11-15 9-11-14 4-11-15 4-11-15 Scale = 1:19.1 4x4 = 6 3x4 = 2x4 II 3x4 = 9-11-14 9-11-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.00 5 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) 0.01 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix-SH Weight: 31 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (size) 2=8-0-12, 4=8-0-12, 6=8-0-12 Max Harz 2=101(LC 11) Max Uplift 2=-128(LC 12), 4=128(LC 12), 6=-106(LC 12) Max Grav 2=215(LC 17), 4=230(LC 18). 6=391(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-257/334 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,r,% R P. will fit between the bottom chord and any other members. ,�` PV •, •. //���f ""I� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 2, 128 lb uplift at ,�� V Ci E N S+'••� y' �i� joint 4 and 106 lb uplift at joint 6. ,� •• L F • �� 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building N O 22839 designer. = * •: :• * = S A F : 441 ��,O�S • •O R , O P N��v,: ONA� Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall Inv It building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway; Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147528 561996 Vol GABLE 1 1 Job Reference (optional) Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 3-9-8 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:30 2020 Page 1 I D: QjO BP N e6Hg4in NC P504QX WytH 20-tjAS Cj2uD7eYHYwj He7 FEfRgd B9J 5poNo9bgzCyAC N I 44 = Scale = 1:14.6 6.00 12 1 3 v � d °d 4 3x4 i 2x4 II 3x4 7-7-0 7-7-0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 . Cade FBC2020rTP12014 Matrix-SH Weight: 24 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=74-0, 3=7-7-0, 4=7-7-0 Max Horz 1=69(LC 11) Max Uplift 1=-57(LC 12), 3=57(LC 12), 4=-99(LC 12) Max Grav 1=131(LC 17), 3=141(LC 18), 4=313(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-203/288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 Ib uplift at joint 1, 57 lb uplift at joint 3 and 99 lb uplift at joint 4. ,,`r►11111111/11��,, �� R P. V:GEN34�'�ti��ii i� No 22839 1 OF ON A1-E� ►u111r110 Walter R Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 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 p` a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply GHO Homes - Renton JEM - Island T22147529 2561996 V1 Valley 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size), 1=1-11-8, 2=1-11-8, 3=1-11-8 Max Horz 1=37(LC 12) Max Uplift 1=-14(LC 12), 2=-39(LC 12) Max Grav 1=64(LC 17), 2=57(LC 17), 3=27(LC 3) 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:31 2020 Page 1 ID:QjOBPNe6Hg4inNCP504QXWytH2O-LvkrP33W RmPviVwrMWUmt_2obZfgHNW1pKOVeyACNk 2-0-0 Scale = 1:7.8 2x4 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.05 Vert(LL) n/a n/a 999 MT20 2441190 BC 0.03 Vert(CT) n/a n/a 999 WB 0.00 Horz(CT) -0.00 2 n/a n/a Matrix-P Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 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 14 lb uplift at joint 1 and 39 lb uplift at joint 2. ��111111//I� %% j ER P No 22839 • ; XZ S A F 1 O N A ; nnl Waiter R'Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 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 �s a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall ■•�■ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147530 561996 V02 GABLE ' 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:31 2020 Page 1 ID:QjOBPNe6Hg4inNCP504QXWytH2O-LvkrP33W RmPviVwrMWUmt_zFbSPgGnW1pKOVeyACNk 4-10-8 9-9-0 4-10-8 4-10.8 v 6 0 4x4 = 4 3x4 i 2x4 II 3x4 Scale = 1:17.8 9-9-0 9-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) n/a file 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 31 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=9-9-0, 3=9-9-0, 4=9-9-0 Max Horz 1=-92(LC 10) Max Uplift 1=-76(LC 12), 3=76(1_C 12), 4=-134(LC 12) Max Grav 1=176(LC 17), 3=189(LC 18), 4=421(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-273/345 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. li; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ER F//� will fit between the bottom chord and any other members. %% `Q,�... • • V E IV S '•. ' �i♦ 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 1, 76 lb uplift at joint 3 •• �ru and 134 lb uplift at joint 4. : No 22839 ����'•.CORIOP,'N % ONALE%%`�` Walter R Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 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 truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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, erection and bracing of trusses and truss systems, see ANSI?P/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss pe Qty Ply GHO Homes - Renton JEM - IslandT22147531 rVT-sy 2561996 V3 1 1 Job Reference o tional Builders rirstsource (plant Cary, t-L), plant aty, I-L - 33b8/, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:32 2020 Page 1 ID:QjOBPNe6Hg4inNCP504QXWytH2O-p51DdP381kuFWs4603ljJ4X88 sAZkdfFT4xl5yACNj 3-4-12 3-4-12 1 d 2x4 i 2x4 11 Scale = 1:12.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a We 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-P Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc puriins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-11-8, 3=3-11-8 Max Horz 1=87(LC 12) Max Uplift 1=-33(LC 12), 3=-76(LC 12) Max Grav 1=152(LC 17), 3=167(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,�,�t 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 1 and 76 lb uplift at �� .� ER P `F I�� joint 3. �� E IV 5+ No 22839 10 40 4 .IFS . O R C? �� i�''.SIQ N A� ..% % Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/IMD20 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 truss system. Before use, the building designer must verify the applicability: of design parameters and prop edy incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM - Island T22147532 -561996 V5 Valley 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Fri Dec 11 00:28:32 2020 Page 1 I D: Qj 0 B PN e6 Hq4 inN C P504QXWytH 2O-p51 DdP381kuF Ws46031 jJ 4XO8_rJZkdf FT4xl 5yACNj -2-0-12 3-4-12 2-0-12 3-4-12 5 4 3x6 I I 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 TCDL 15.0 Lumber DOL 1.25 BC 0.26 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020rrP12014 Matrix-R LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 5=3-4-12, 4=3-4-12 Max Horz 5=179(LC 12) Max Uplift 5=-219(LC 12), 4=54(LC 9) Max Grav 5=364(LC 1), 4=11O(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD - 2-5=-327/495 DEFL. in ([cc) I/defl Ud Vert(LL) 0.02 1 n/r 120 Vert(CT) -0.03 1 n/r 120 Horz(CT) -0.00 4 n/a We Scale = 1:18.0 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-12 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=70ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 219 lb uplift at joint 5 and 54 lb uplift at joint 4. I ER �P No 22839 :53 OF Walter R Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 11,2020 A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5r192020 BEFORE USE. Design valid for use ontywith MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporaryland permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 016'' For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 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 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. Effi Min size shown is for crushing only. Industry Standards: ANSI/TPI1: 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. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS GI-2 C2-3 WEBS c3v 4 O ''� U d O a ~ c7-8 c6-7 cos 00 BOTTOM CHORDS 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 ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved AL MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 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. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIfrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. - 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.