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Home My WebLink AboutTrussr6- rt 258 Southhall Lane, Suite 200 fiF Maitland, Florida 32751 s D81 R (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES June 16, 2021 Building Department Ref: Adams Homes Lot: Lot 30 Blk. PH 3 Subdivision: Fort Pierce - Waterstone Address: 8327 Amalfi Cir. Model: 2265 3CF CR RHG KA # 21-6355 Truss Company: Builders First Source Date of drawings: 6/14/21 Job No.: 2776593 Wind Speed: 160 Exposure: C Truss Engineer: Michael S. Magid To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project, Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 6/16/2021 6/16/2021 Carl A. Brown, P.E. Scott Lewkowski, P.E. FL. # 56126 FL. #78750 FDS Engineering Associates, A TSG Company "Your Building Code Experts" If ti%%%, v v: e b No 87864 ti a STAT OF' V ;Z� e � o ,��✓�,��.t'y R `,$ I all It � Luis Pablo To es, P.E. FL. # 87864 57-00-00 4-06-00 G U r- m E7 W m V m m O m ~ CD rn m EXP CV m SE O a TO O a ND O oa " O a O s N ¢ a o t 0'-0' O 0 a7 0 r- 0 0 a 0 1 E7 0 E7 E7 E7 E7 0'-0' A ceili g '-0" ceill g 0 E7 E7 ceili 0 g 7-00-00 7-00-00 E7 E7 E7 E7 E7 E7 E7 E7 E7 m m 0- m a. m a- a mrT E7 E7 E7 E7 E7 E7 E7 o 9 T T E7 E7 E7 E7 E7 E7V Be nng a E7V E7 3/12- E7V- E7 A LL ceili g �— E 1 I a m TM01 E7 E7V2 MG(2ply 01 G19 T 1A02 bearingat 10'-0" G17 1 /I I G15 I / / ° G9 G7 28-08-00 CONNECTORS SCHEDULE ROOF TRUSS Q ID MODEL ROOF UPLIFT SYM 0 A' LUS24 / JUS24 895 / 835 490 /510 ILA• 7 A HTU26/ THD26 3600 / 3470 1555 / 2330 ILA 0 B HTU28 / THD28 4680 / 5040 2140 / 2330 1LB 0 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 1 Le 0 DI HTU28-2 / THD28-2 4680 / 5005 3485 / 2595 11 1 w 0 El HGUS26-2 / THDH26-2 5320 / 5245 2155 / 2340 1 1 LE 0 F 11 HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 11 0 G HGUS26-3 / THDH263 5230 / 5245 2155 / 2340 1 Lo 0 H HGUS28-3 / THDH283 7460 / 7835 3235 / 4370 1 IN 0 J THJA26 / HJC26 9100 / 8990 4095 / 4370 1 U 28 1 3 X 8 NOP +❑ Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications., This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES Date: 06/16/2021 By: ES Submittal No.: Project No.: 21-6355 Project Eng.: Luis Torres / Project Name: Adams Homes - Fort Pierce - Waterston - Lot 30 Blk PH 3 VERIFY ALL DIMENSIONS AND CEILING OOFA MONS PRIOR TO APPROVAL SOME COUNG FRAWNG REOURED IN FIELD BY BULGER MAW WIrd7 FORCE RESMM SYSTEMIGC HYBRID WIND ASCE748 IMPORTANT ENCLOSED EXURE CATEGORY C OCCUPANCY CATEGORY 0 This Drawing Must Be Approved And WIND LOAD 1 W MPH WINO IMPORTANCE FACTOR 1X0 Returned Before Fabrication Will TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LN LOAD Begin. For Your Protection Check All NONCONCURRENT YM ANY OTHER LIVE LOADS Dimensions And Conditions Prior To APBELO OfW INDICATES SIGNATURE BELOATES ALL ROOF LOprova ADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL: 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TCDL: 10 PSF By Date BCDL: 10 PSF BCDL• 5 PSF TOTAL: 37 PSF TOTAL: 65 PSF DURATION: 1.25 DURATION: 1.00 CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (10. 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 First Source. NO EXECPTIONS. 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. ROOF PITCH: 6112 CEILING PITCH: 3112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: - TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend =8'-O" bearing 10'-0" bearing BUILDER: Adams Homes PROJEC Single Family BLOCK 160 M u 2266 C OR CR 3CAR ADDRESS: 8327 AMALFI CIR LOT / BLOCK: 30 PH3 SUBDIVISION: WATERSTONE CITY: I FT PIERCE DRAWN BY: KSANCHEZ JOB 0 : 2776593 DATE: 1 06/05/2021 SCALE: NTS PLAN DATE: 2021 REVISIONS: t. z 3. 4. NBuilders11_ FirstSource 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (813) 305-1301 MoTeks RE: 2776593 :MiTek USA, Inc:.:: 2265 CR 3CAR 6 . . 904 Parke East.Blvd, • Tampa, mpa, FL 3.36.10-4115 Site: Information: Customer: Adams Homes Port St Lucie Project Name: 2776593 Lot/Block: 30/PH3 Model:; 2265 CR 3GAR Address: 8327:AMALFI CIR; . Subdivision: WATERSTOIVE City:..FT PIERCE State: FL sw 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: ASCE 746 :: Wind Speed: 160 mph Roof Load: 3:7..G psf Floor Load: N/A psf ... This package: includes 48 individual; dated Truss Design Drawings and 0 Additional:Drawings. With my seal affixed to: this sheet, I hereby certify that I am the Truss. Design Engineer and this: index sheet conforms to 61 G15-81.063, section 5 of the Florida: Board of Professional Engineers Rules:: : No. Seal# ..: Truss Name :: Date No.- Seal# Truss Name Date 1 T24252292:: A01 6/14/2021 :21 T24252312 D19 6/14/2021 2....: T24252293 . ....A02 6/14/2021 22 T24252313 D21.;:._ 6/14/2021 3 :: T24252294 A04 6/14/2021 23 T24251314 E7 6/14/2021_: 4 T24252295 B7C .. 6/14/2021 .24 T24252315 .. E7G 6/14/2021 , 5 T24252296 B9C 6/14/2021 M _ T24252316 ;.:; E7S 6(14/2021 6 T24252297.. B11C:. 6/14/2021 26. T24252317.:. E7V 6/1.4/2021 7 T24252298 413C 6/14/2021 27 T24252318 :E7V1 .' 6/14/2021 .: 8 T24252299 B15 6/14/2021 28 T24252319 E7V2 :. 6/14/2021. 9 T24252300: B17. 6/14/2021 29:: T24252320 .- . E7V3 .6/14/2021 10 T24252301 B19 ::: 6/14/2021 3.0: T24252321 E22 6/14/2021 11 .: T24252302 B21 6/14/2021 31 T24252322 G1- . 6/14/2021 .: 12. : T24252303 61 6/1.4/2021 32 T24252323 G7 .: :: 6/14/2021. .. 13 T24252304 C3. 6/14/2Ml 33 T24252324 :. 69 6/1.4/2021 14 T24252305 CS 6/14/2021 :34: T24252325 Gll 6/14/2021 1.5 T24252306 D7 6/14/2021 35. T24252326 G13 6/14/2021 16 ;: • T24252307 D9 6/14/2021 36 T24252327 G15: 6/14/2021 17 T24252308 D11 .. 6/1-4/20M , , .3.7, T24252328 . G17 6/14/2021 18 T24252309 D13 6/14/2021 38 T24252329 G19 6/14/2021 19 T24252310'.. D15 6/14/2021 39, T24252330. GX 6/14/2021 20 T24252311 D47 0/14/2021 40 T24252331 1VI 6/14/2021, The truss drawings) referenced above have been prepared by MiTe'k- USA, Inc under irecf pervision ba ed n:the parameters my provided by Builders FirstSourcc Plant City, FL .:. ♦♦EL'S p . .. 1? y . y ♦•� P• ,Mq�..,. Truss Design: Engineer's Name: Magid,. Michael ��,�C.•,\G E N SF:•• My license renewal.date for the state of:Florida is February 28.; .2023. O . . ya Florida:COA:6634 No _ 68 IMPORTANT. NOTE: The seal on these .truss component designs is a certification .: * • •• that the engineer named:is licensed in the jurisdictiori(s) identified and that the:: ° . c designs comply with ANSI/rPI 1. These designs are based upon parameters:: •►4J shown e. loads, supports, dimensions, sha es and design codes,which were .� STA1 E . QF411 � given to: MiTek. Any project specific information included. is for MiTek customers file reference purpose only':and was not taken into account in the preparation of : i�� ••. •p R O,.• �\ ♦♦� these designs.. MiTek has not independently verified the applicability of: the design' t� •' parameters or desiabilgn of desfor i gn nparticular aramete Bland ro eeorelncor the o ate these designs �� N A;♦�,.: verify PP Y 9 P P P Y P g into the. overall building design Per ANSI/TPI 1, Chapter 2. Michael S. Magid PE N6.53681 ... ... - MiTek USA, Inc. FL: Cert 6634 6904 Parke East Blvd. Tampa FL 33610 ; , riatp� :. une , 1 of 2 :: Magid, Michael � � c 71 I =L1 RE: 2776593 - 2265 CR 3CAR Site Information: Project Customer: Adams Homes Port St Lucie Lot/Block: 30/PH3 Address: 8327 AMALFI CIR, . City, County: FT PIERCE No. Seal# Truss Name Date 41 T24252332 M01 6/14/2021 42 T24252333 MG 6/14/2021 43 T24252334 MX 6/14/2021 44 T24252335 MX1 6/14/2021 45 T24252336 PB 6/14/2021 46 T24252337 PB1 6/14/2021 47 T24252338 R2 6/14/2021 48 T24252339 R7 6/14/2021 Project Name: 2776593 Subdivision: WATERSTONE 2of2 State: FL Job Truss p Truss Type . City }Ply 2265 CR 3CAR T24252292 2776593 A01 PIGGYBACK BASE TRUSS 5 1. . Job Reference (optional) euuaers mrsibource Priam Gay, I-L); rianc Gny, rL - JJbb/, n.4au s iviay !e 4ue I IVII I eK Inuusirles, Inu. IVIOn JUrr / 14:OV:J4 LVL 1 raye r iD:6gDIOH2OVegi NkisxoNemzyuULB-JpU.YvWJtl l6tWAnyHIVaSVZ81wOK8enEUdiTM7z8eRp i1-4-Q 5-4-0 8-11-0 15-1-6 21-0 0 25 8 0 31-1-13 36-2-11 " 42-7.8 44-0-0 .. -40 S-4-0 37-0 6-2-6 5-10-10 4-8.0 5-5-13 5=0-13 6-4-13 1-4-8 TOP. CHORD UNDER PIGGYBACKS TO,BE LATERALLY Scale=182.3 BRACED BY PURLINS AT 2-0-0 O.C. MAXIMUM. TYPICAL FOR ALLAPPLICABLE TRUSS DESIGNS 5x6 = IN THIS JOB. 5x6= 6.00 F12 6 7 4z6 3x4 527 8 ... 5x6 5x6 .. .. ..9 co 4 ST1.5x8STP= o 3x4 ii 28 3 ST1.5x8 STP = 10 26 14 11 .o 17 6 cl) 1 2 5x6 = 30 _ 31 16 32 15 33 14 34 35 1312 3x8 = ILI 29 3x4 =.: 3x6 = 3x4 = .: 3x6 =. 19 18 . 4x6 3x6'= 2x4 II 6x8 5-4-0 8-8-0 8-11-0 17-4-8 25-8-0 33-7-0 42-7-8 5-4-0 3-4-0' 0- ,0. 8.5-8 8-3-8 7-11-0 9-0.8 Plate Offsets (X,Y)--[4:0-3-0,0-3-0],[6:0-3-0,0-2-0],[7:0-3-.0,0-2-0],[9:0-3-0,0-3-0] " LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl: L/d PLATES GRIP TOLL 20.0 .. Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0:19 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC .. 0:97 . Vert(CT) .-0.35.12-25 >999 180. BCLL 0.0 '. Rep Stress Incr YES WB 0.99 Horz(CT) 0.07 10 n/a n/a BCDL 10.0 Code FBC20201TP12014; Matrix-MSH " Weight:241 lb FT=20%i LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD. - :Structural wood sheathing directly applied or 2-10-6 oc purlins, BOT CHORD 2x4 SP No.2 *Except* : .:except 4-18: 2x4 SP No.3 2-0-0 oc purlins: 6-7: WEBS 2x4 SP No.3, BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Roweit-midpt 5-17,6-16 REACTIONS. (size) 2=0-8-0, 18=0-3-0, 10=077-8 'Max: Horz 2=-421(LC 8) Maio Uplift 2=-438(LC 10), 18=-856(LC 10), 10=-677(LC 10) Max Grav 2=377(LC 19), 18=1982(LC 15), 10=1623(LC 16) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250.(Ib) or less except when shown. TOP CHORD 2-3=-410/729, 3-4= 320/393, 4-5=-276/320, 5-6=-1639/1038, 6-7=-1539/1002, 7-8=-1748/1033, 8-9- 2600/1261,'9-10=-2789/1311 BOT CHORD . 2-19=-601/263, 18-19=-601/263: 17-18=-1776/692,.4-17=-338/275, 16-17=-500/1469, 14-16=-369/1407, 12-14=-727/1936, 10-12=7974/2432 WEBS 3-18=-397/786, 5r17=-1944/706, 5-i6=0/297, 6-16=-108/284, 6-14=783/444, 7-14=-178/507, 8-14=-794/466,, 8-12=-143/676, 9-12=-367/298, 3-19=-492/214 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=4.2psf; BCDL=5:8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-4-2, Ekterior(2R) 15-4-2 to 31-1-13, Interior(1) 31-1-13 to 40-0-0, Exterior(2E) 40-0-0 to 44-0-0 zone; cantilever left and right exposed ; end vertical 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 . . 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.. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads: 6) * This truss.has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other'members, with BCDL = 10.Opsf. ti) Provide mechanical connection (by others) of truss to.bearing plate capable of withstanding 438 lb uplift at joint 2; 856 lb uplift at joint 18 and 677 lb uplift at joint .1.0. . 8) Graphical purlin. representation does not depict the size or the orientation of the purlin along the top and/or bottom chord: Michael S. Magid PE No.0681 MiTek USA, Inc. FL Cert 6634 pa mpafl,33810 East Blvd Tam ate: June 8,2021 . A& WARNING -Verity designparameters 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 propediIncorporate 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 p " iTek� is always required forstability and to prevent collapse. with possiblepersonal injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . , ANSI?PII Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke'East Blvd. Safety Information available from Truss PlateInstitute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss p Truss Type Qty .. x Ply 2265 CR 3CAR T24252293 2776593 A02 PIGGYBACK BASE TRUSS 1 1 Job Reference (optional) t3Unaers mrsibource (Flan Glty,, F-L), hunt laty, t-L - d3b6/, ts.43U S May iz:zuz1 MI I eK InausmeS, Inc. Mon Jun / 14:bU:db ZU21 rage 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-FCcJKCKBZvMblUwLPAX2XweS3k6RcZmXyxBaQOz8eRn r1-4.0 4-10-2 �8-11-0 15-1-6 21=0-0 25-8-0 31-1-13 "36-2-11' 42-7.844-0-Q 1-4-0 4-10-2 4-0-14 6-2-6 5-10-10 4-8-0 5-5-13 5-0-13 6.4-13 1-4-8 Scale=1:79.8 5x6 = 5x6 i 7 8 :: :6.00 F12 4x6 i 3x4 629 9 . 5x6 c. 5x6 G 10 0 .. .. 5 .. .. .. . o 2x4 \\ 4: 30 ST1.5x8STP= 3 2e 61- 11Iy^2 18 d 10 co 1 2 5x8 = 32 : ' 33 17 34 16 35 15 36 37 1413 1'N 3x8 = . o 31 .3x4 = 3x6 = 3x4 - 3x6. = . 19 46 3x8 I I 3x6 6x8 = e-11-o i' 6-11-0 7-2r0 17-4-8 _ 25-8-0 33-7-0 42-3-8 42r7=8 6-11-0 0- 60 8-5-8 8-3-8 7-11-0 8-,-8 .. 0-4 0. Plate Offsets (X,Y)-- -[2:0-2-9,0-1-8j,[4:0-2-8,0-3-41,.[7:0-3-0,0-2-01, [8:0-3-0,0-2-01, [10:0-3-0,0-3-01, [11:0-0-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. -DEFL. in (loc) I/dell Ud PLATES GRIP TCLL - 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.25 19-22 >342 240 MT20 244/190 TCDL 7.0 Lumber DOL . 1.25 BC . 0.86 Vert(CT) .. -0.59 17-18 >718 180 , BCLL 0.0 *. Rep Stress Incr . YES WB 0.96 HOrz(CT) 0.10 11 n/a n/a BCDL: 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 237lb FT=20% . LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD = :Structural wood sheathing directly applied or 2-0-0 oc puriins. BOT CHORD 2x4:SP No.2 *Except* BOT CHORD' Rigid ceiling directly.applied or 4-1-6 oc bracing. 5-19: 2x4, SP No.3, 16-18: 2x4 SP No. 1. WEBS 1 Row at midpt 6-18, 7-15 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 19=0-3=0, 11=0-3-8 Max Horz 2=-421(LC 8) Max Uplift 2=-373(LC 10), 19=-820(LC 10),-11.=-711(LC 10) Max Gray.2=329(LC 21), 19=1984(LC 15), 11=1710(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-359/380, 3-5- 309/408, 5-6=-444/548, 6-7=-1973/1191, 7-8= 1644/1061, 8-9=-1867/1100, 9-:10=-2620/1273, 10-11=-2789/1311 BOT. CHORD 2-19=-326/146, 18-19=-1813/621, 5-18=-483/362, 17-18=-690/1915, 15-17=-450/1618, 13-15=-767/2005, 11-13=-956/2405 WEBS 3-19=-192/310, 6-18==1996/605, 6-17=-179/372, 7-17=-240/606; 7-15=-106/336, 8-15=-208/584, 9-15=-744/440, 9-13=-88/564, 10-13=-284/247' NOTES- 1) ;Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16;,VuIt=160mph (3-second gust). Vasd=124mph; TCDL=4,2psf; BCDL=5.8psf; h=15ft;.B=45ft; L=40ft; eaJe=5ft; Cat.. . Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E),-1-4=0 to 2-8-0, Interior(1) 2-8-0 to 15-4-2, Exterior(2R) . 15-4-2 to 31-1-13, Interior(1) 31-1-13 to 40-0-0; Exterior(2E) 40-0-0 to 44-0-0 zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) .Building Designer / Project engirieer responsible for verifying applied roof live load shown -covers rain loading requirements specific to the use of this truss component. Provide adequate. drainage to prevent water_pbnding. 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 alive load of 20.Opsf on the.bottom chord in all areas where a. rectangle 3-6-0 tall by 2-0-0 wide will -fit between the bottom chord and any other members, with BCDL = 10.Opsf. '1)) Provide mechanical connection:(by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint 2; 820 lb uplift at joint 19 and 711 lb uplift at joint 11. Michael S; Magid PE NOM681 MiTek USA, Inc. FL Cod 6634 East Blvd Ta 6804:Parke mpa FL 33610. Date:. . tine 8,202 ® WARNING -Verify designparameters 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, andis for in individual building component, not a truss system. Before use, the building designer must verity 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 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, DSH-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 'K Ply 2265 CR 3CAR T24252294 2776593 A04 PIGGYBACK BASE TRUSS 1 1. Job Reference optional) t5ullaers rilsmource trlaal -lily, rLJ, rlani uiy, rL - 66bb/, : ts.43U s may 1 Z ZUZI mi I eK inausmes, Inc. Mon Jun / 14:bU::3/ ZUZI rage 1 ID:6gDIOH2OVegiNklsxoNemzyuULB-jO9hXYLmKDVSNeVXzu3H47Bco8SwL3?gAbx7zSz8eRm ti-4-q 6-3-0 13-7-6 21-0-0 25-8-0' 28.10-0 34-11-0 IT 8 1-4-0 6-3-0 7-4-8 7-4.8 4.8-0 3-2-0 6.1-0' 7-4-8 Scale=1:79.4 5x6 .6.00 F12 5x6 = . i S 6 2x4 I I 5x6 24 25 4 5x6 8 m 5x6 d 26 d g 4x6 9 ST1.Sx8 STP = 23 n 18 14 , Sx8 — 9 jIo co 1 2 3x4 = 17 16 15: 28 29.: cL N 0 5x6 = 3x6 = 3xB = 1 27 19 ..p 13 12 11 10 3x6 — 4x6 1I 2x4 11 48 = 43 II 6-0.0 6-a-0 13-7-8 21-0-0 27-10-0 2t3-1%0 34-11-0 42-3-B 6-0-0 0-�-0 7-4-8 7-4-8 6-10.0 0• 6-1.0 7-4-8 Plate Offsets (X,Y)-- [3;0-3-0,0-3-0],[4:0-3-0,0-3-4],.[5:0-3-0,0-2-01, [6:0-3-0,0-2-0] [8:0-3-0 0-3-01, [9:Edge,0-1-12], [10:Edge,0-3-8], [14:0-2-12,0-2-12], [19:Edge,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL . -. 20.0 . Plate Grip DOL 1.25 TC - .0.73 Vert(LL) 0.17:19-22 >420 .240 MT20 244/190 TCDL 7.0 . Lumber DOL .. 1.25 BC . 0.85. Vert(CT) . -0.43 14-15 >999 180. . . BCLL 0.0 *. Rep Stress Incr YES WB 0.77 Horz(CT) 0.09 . 10 n/a n/a BCDL: 10.0 Code FBC2020/TP12014 Matrix-MSH ..Weight: 265 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, and 2-0-0 oc purlins: 5-6. 3-19,7-12: 2x4 SP No.3 BOT CHORD• Rigid ceiling directly applied or 3-11-6 oc bracing. Except: WEBS 2x4 SP No.3. . - 10-0 O'ocbracjng: 12-14 WEBS 1 Row at midot 4-15, 6-15 REACTIONS. , (size) 2=0-8-0, 19=0-3-0, 10=0-3-8 " :Max Horz 2=400(LC 9) Max. Uplift2=-282(LC 10), 19=-862(LC 10), 10=-593(LC 10) Max Grav 2=274(LC 21), 19=1971(LC 15), 10=1623(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-361/423, 3-4=-2211/1124, 4-5=-1858/1075, 5-6=-1593/1061, 6-7=-2280/1349, 7-8=-2262/1200, 8-9=-1902/914, 9-10=-1506/792 BOT CHORD 18 19=-1931/912, 3-18=-1818/949, 17-18=-130/267, 1.5-17=n825/2121, 14-15=-566)1635, . 7-14=-286/313 WEBS 3-17= 700/1874, 4-15=-502/335, 5-15=-129/589, 6-14=-470/1018, 1.1-14=-72111719, 8-14=-45/493, 8-11=-779/528, 9-11=-668/1593 NOTES- ' .. . . 1) Unbalanced roof jive loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=46ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0; Interior(1) 2-8-0 to 15-4-2, Exterior(2R) 15-4-2to 31-3-14, Interior(1) 31-3-14 to 38-1-12, ESderior(2E) 3B-1-12 to 42-1-12 zone; porch left 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 jive load nonconcurrent with any other live loads. I) -This truss hat been designed for alive load of:20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other. members, with BCDL = 10:0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 282 lb uplift at joint 2, 862 lb uplift at . . . Z joint 19 and 593 lb uplift at joint 10. 8) Graphical purlin representation does not depict the size or the.orjentation of the Purlin along the top and/or bottom chord. � Michael S. Magid PE fJq.53681 MiTek USA, Iris FL Cert 6634 6604.Parke East Blvd. Tampa FL 3361.0. ::Pate: June 8,2021 :® WARNING - Verity 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'en 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 permanentbmcing Welk' Tpi�•' is always required for stability and to prevent collapse. with possible personal injuryand property damage. For genera( guidance regarding the - fabrication, storage; delivery, erection and bracing of trusses and truss systems, see.. ANS//TP11 Ouality Criteria, DSB-89 and BCSI Building Component � .. � 6904 Parke East Blvd. Safetylnformation available from Truss Plate Ins titute,*2670 Crain Highway, Suite 203 Waldorf, MD 20601 ..' .. - Tampa, FL 36610 Job Truss Truss Type t Qty Ply 2265 CR 3CAR T24252295 2776593 B7C . HALF HIP TRUSS 1 2 Job Reference (optional) uullaers mrst50urce (mant Lary, t-L), viam Lacy, t-L - JJbb/, ".4Ju 5 May I Z ZUZ I Iwl I eK Inuustrles, Inc. c. Iv1uJul / 14:ou:v/ cue 1 raye I ID:6gDIOH2OVegi Nki sxoNemzyuULB-RJmTezTi zll.i ZAGSY_EdUEbI GAsOhaG9UBMfJtzBeRc r1-4-c 3-9-4: 7-0-0 13-5-6' 1%10-12 26-4-2 1 33-9-4 39.3-8 46-8-0 11-4-0126-5-6 6.5-6 6-5-6 7.54 5.6-4 7-4-8 .. .. Scale=1:86.4 5x6 3x8:= 5x6 = 3x10 = 5x6 -. 4x6 = 4x6 = 6.00 12 4 5 24 6 .7 25: 26 8 9 10 20 19 18 17 16 15 14 11 4x6 = 3x8 = 4x8 = 3x10 = 2x4 11 6x8 = : .. 3.50 12 ST1.5x8 STP= 2x4 11, 3x8 ._ .. .. .. 3x4 11 .. .. .33-9-4 .. 13-5;6 19-10-12 26-4-2 32-9-8 3a-a-15 39-3-8 1 46-B-0 1 " 7-0-0 6-5-6 6 5-6 .. 6-5-6 6-5-6. -11- 5-i 7-4-9 .. 005 Plate Offsets (X Y)-- [4:0-3-0 0-2-0] [6:0-3-0 0-3-0] [8:0-2-8,0-3-0] LOADING (psf) SPACING- 2-070 CSI. DEFL. in (loc) I/defy Ud PLATES GRIP TOLL 20.0 .: Plate Grip DOL. 1.25 TC 0.79 Vert(LL) 0.37. 17-18 >999 240 MT20 244/190. TCDL 7.0. Lumber DOL .1.25 BC 0.84 . Vert(CT) .. -0.48.17-18 >843 180. BCLL 0.0 *. Rep Stress Incr . NO WB 0.72 Horz(CT) 0.13 14 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 482 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD : .Structural wood sheathing directly applied or 4-5-6 oc purlins, BOT CHORD 2x4:SP No.2i except end verticals. . WEBS 2x4 SP No.3 BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing: WEBS 1 Row atmidpt 7-14 REACTIONS. (size) 11=0-8-0, 2=0-8-0, 14=0-3-0 Max Horz 2=243(LC 8).: :Max Uplift 11=-474(LC 5),'2=-1401(LC 8), 14=-2120(LC 8) Max Grav 11=953(LC 14), 2=2872(LC 13), 14=4189(LC 13) FORCES. (lb) - Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown... TOP CHORD 2-3= 5753/2689, 3-4=-5622/2644, 4-5=-5121/2454, 5-6=-6666/3269, 6-7=-6666/3269, 7-8=-175/271, 8-9=-535/798, 9-10=-1856/948, 10-11=-823/565 BOT CHORD. 2-20=-2512/5135, 18-20=-3392/6914, 17-18= 3392/6914, 15-1.7=-2192/4520, 14-15=-2192/4520, 13-14=-1718f1044, 8-13=-833/686, 12-13=-986/1874 WEBS 4-20=460/19981 5-20=-2118/1078, 5-18=0/400, 5-17=-283/198, 6-17=-795/676, 7-17=-1230/2451, 7-15=0/466, 7-14=-5333/2635, 9-13=-2755/1508, 9-12=-161/394, 10-12=-925/1800 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) :Unbalanced roof live loads.have been considered for this design. 4) Wind: ASCE 7-16; Vult=166mph.(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18;.MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 . ,8) Building, Designer / Project engineerresponsible for verifying applied, roof,live load shown covers rain load'tng.requirements specific .. to the use of this truss component. 6) Provide adequate drainage to prevent •water ponding. J) 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 2-070 wide will fit between -the bottom chord and any other members. 9) Bearing atjoint(s) 11 considers parallel to grain value using ANSI/TP1 1.arigle tb grain formula. Building designer should verify. .papacity of:bearing surface. 10).Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 474 lb uplift at joint 11, 1401 lb uplift at joint 2 and 2120 lb uplift atjoint '14. " 11) Girder carries hip end with 070.0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 124 Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 733lb down and 304 lb up at . 7-0-0 on bottom chord. The desian/selection of such connection device(s) is the resoonsibilitv of others Michael S: Magid PE No.63661 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3361.0 ::Date:: June 8,2021 :or n uea on page Z WARNING - Verity 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 MOW. is always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the - fabrication, storage; delivery, erection and bracing of trusses and truss systems, see : - ANS&TPI1 Quality Criteria, DSB-89 and SCSI 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 aty r. Ply 2265 CR 3CAR " T24252295 2776593 B7C HALF HIP TRUSS 1 2 0 tional Job Reference (option 1 ; & WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 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 - NJ' . 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 : . ANSUTPIt Quality Criteria, OSB-89and BCSI Building Component 6904 Parke East Blvd. Safelnformation available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610' Job Truss Truss Type Qty ) Ply 2265 CR 3CAR T24252296 2776593 B9C . Half Hip Truss 1 1 Job Reference (optional) tbuuaers mrstz5ource (rtant t;ny, rL), mant L:ny, rt_- 33bbi, i1-4-0 4-9-4 9-0-0 17-3.1 21 -4- 4-9-4 4-2-12 8-3-1 8 a 5x6 = Sx8 = 6.00 F12 4 24 25 265 if 0 b.4Ju s may iz,ZUZI mi I eK mausines, Inc. Mon dun / 14:bU:4U ZUZI rage i H2OVegl NklsxoNemzyuULB-NiuD3fUlVv2IpUQrgPG5ZfgdHzYT9S_RxSrmOmz8eRa 32-1.6 39-1-11 46-8.0 7-3-:: 6-4-3 7-6-5 5x6 = 3x4 11 5x6 = 46 = 6 27 - 28 7 8 29: 9 Scale = 186.4 0 0 N 18 17 16 .15 : 14 13 10 3x8 = 4x6 = 4x8 = 2x4 II 3x8 = 3x6,= 6x8 = 3.So 12 ST1.5x8 STP= 3x4 11 9-0-0 17-3-1 25=6-2 32-9-8 33-9t4 39-1-11 46-8.0 9.0-0 B. 8-3-1 " 7-3.6,: 0- 1- 2 5=4-7 7-6-5 Plate Offsets (X,Y)--[4:0-3-0,0-2-0],[5:0-4-0,0-3-0],[6:0-3-0,0-3-4] [8:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 . Plate Grip DOL 1.25 TC .0.89 Vert(LL) 0.22.. 16 >999 240 MT20 244/190 TCDL . 7.0.. .. Lumber DOL . 1.25 BC . 0.87. Vert(CT) .-0.34.18-21 >999 180 . BCLL 0.0 '. Rep Stress Iner .. YES WB 0.89 Horz(CT) 0:11 . 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 245 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.2'Except' BOT CHORD Rigid ceiling directly applied or 4-11-11 oc bracing. 7-18: 2x4 SP No.3 WEBS 1 Row at midpt 5-18, 5-14, 6-13 WEBS 2x4 SP No.3 REACTIONS. _ (size) 10=0-8-0, 2=0-8-0, 13=0-3-0 Max Horz 2=297(LC 1.0) Max: Uplift 10= 195(LC 7), 2= 636(LC 10), 13=-845(LC 10) Max Grav 1 0=428(LC 20), 2=1298(LC 1), 13=1790(LC 1) FORCES. (lb) - Max. Comp:/Max: Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2316/1309, 3-4=-2065/1141, 4-5=-1820/1097, 5-6=-1653/850, 8-9= 534/252, 9-16=-363/273 BOT CHORD 2-i8=-1371/2046, 16-18=-1296/2311, 14-16=-1296/2311, 13-14=-846/1636, 12-13= Z43/461, 7-.12=-340/286, 11-12=-270/538 WEBS 3-18=-347/315, 4-18=-155/604, 5-18=-667/247,,5-16=0/311, 5-14=-752/508, . 6-14=-145/610, 6-13=-1974/1055, 8-12=-787/454, 9-11=-252/530 NOTES . . 1) .Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5Apsf; h=15ft; B=45ft; L=40it; eave=6ft; Cat. .11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 3-4-2, Exter1or(2R) 3-4-2 to 14-7-14, Interior(1) 14-7-14 to 4276-4,.Exterior(2E) 42-6-4'to 46-6-4 zone;C-C for members and forces_& MW FRS 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. ro) ' This truss has been designed for alive load of 20.Opsf on the bottom chord in, all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit betweendhe bottom chord and any other: members. 7) Bearing at joint(s)' 10 considers parallel to grain value using ANSI/TPI 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 195 lb uplift at joint 10, 636 lb uplift at joint 2 and 845 lb uplift at joint 13. Michael S. Magid PE No.0681 MiTek USA, Inc. FL Celt 6634 6804 Parke East Blvd. Tampa FL 33610 June 8,2021 . . 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 properiy.incorporate this design into the overall . building design. Bracing indicated is io 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 iniu,ryand property damage. For general guidance regarding the fabrication., storagp; 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 1 Oty + . Ply 2265 CR 3CAR T24252297 2776593 B11 C Half Hip Truss 1 1. . Job Reference (optional) tiuncers i-irsttiource (F9ant crty, I-L), F9ant city, t-L - 33567, 6.43U S May 1 z:zuz1 MI I eK Inaustnes, Inc. Mon dun / 14:5U:3t3'LU'Ll rage 1 ID:6gD IOH2OVegl Nkl sxoNemzyuULB=Bbj3luMO5XdJ_o4j W baWcLjp5Yoh4S2gPFghVvzBeRl 11-4-Q 5-9-4 11-0-0 18-3-3 25.6-5 33-9.4 39=1-11- - ,_ - _ 46-8-0 .4- 5-9.4 5-2-12 7-3-3 7-3-3 8-2-15 5-4-7 7-6-5 Scale=1:86.4 A 19 4x6 = 2x4 11 5-9-4 11-0.0 5x6 = 3x6 = 5x6 = 3x4 11 5x6 = 46 = 18 " 16 „ 14 J` 13 3x8 = . 3x6 = 3x8 = 3x6 = 6x8 3x6 = 25-6-5 10 ST1.5x8 STP= 3.501 12 3x4 11 12-10-12 b-U-4 b_&1L /-:l-0 ' - Plate Offsets (X,Y)-- [4:0-6-0,0-2-81, [6:0-3-0,0-3-01, [8:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell' Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.19 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL. - .1.25 BC 0.86 Vert(CT) . -0.34 16-18 >999 180 BCLL 0.0 ' Rep Stress Incr . YES WB ,0.97 Horz(CT) 0.11 13 n/a n/a BCDL 10.0 Code FBC2020/fP12014 Matrix-MSH Weight:261 lb FT=20%. LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-6.oc purlins, BOT CHORD' 2x4 SP No.2 *Except* .. : except end verticals. 7-13: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-0-15 oc bracing. WEBS 2x4SPNo.3 WEBS 1 Row afmidpt 5-14,,6-13 REACTIONS. (size) 10=0-8-0, 2=0-8-0, 13=0-3-0 -Max Horz 2=351(LC 10) Max Uplift 10=-193(LC 7), 2=-627(LC 10), 13=-855(LC 10) Max Grav 10=475(LC 16), 2=1581(LC 15), 13=2023(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2835/1228, 3-4=-2289/1067, 4-5=-2231/1077, 5-6=-1616/717, 8-9= 437/180, 9-10=-365/270 BOT CHORD 2-19=-1347/2565, 18-19=-1347/2565, 16-18=-1031/2029, 14-16= 1077/2231, 13-14=-712/1596, 12-13= 745/464, 7-12=-342/290, 11-12=-193/433 WEBS 3-18=-627/363, 4-18=-101/556, 4-16= 89/405, 5-14= 774/453, 6-14=-181/807, 6-13=-2010/944, 8-12=-641/355, 9-11 =- 188/454 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=.124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=6ft; Cat. .II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterjor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-4-2, Exterior(2R) 5-4-2 to 16-7-14, Interior(1) 16-7-14 to 42-6-4, Exterior(2E) 42-6-4 to 467674 zone;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. I) ' This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the'bottom chord and aIny:other ;Members, with BCDL = 10.0psf. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TP:I 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 193 lb uplift at joint 10, 621 lb uplift at joint 2 and 855. [b uplift at joint 13. 0 0 N Michael S. Magid PE No.53681 MiTek USA, Iric. FL Cert 6634 6904:Parke East Blvd. Tampa FL 33810 Date: June 8,2021 A WARNING - Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE..�� - Design valid for use only with MiTek9 connectors. This design Is based only upon parameters shown, and is for Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parametersand propedyincorporate 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 �q 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 , ANSITP11 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 t Qty + Ply 2265 CR 3CAR " T24252298 2776593 B13C Hip 1 1 Job Reference (optional) Builders htrstSource (Plant city, FL), F'lanl city, f L - 33567, 8.430 s May 12 2021 Mi I eK Industries, Inc. Mon Jun 7 14:5U:40 2U21 F'age 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-8zrpAaNed8t1E5E6eOc_imp9nLVcYP27tZ9nZnz8eRj 11-4•Q 6-6-15 13-0-0 19.11-3 26-8-13 33-8-0 39-1-11 46.8-0 4- 6-6.15 6-5-2 6-11-3 6-9-11 6-11-3 5-5-11 r a 6.00 F12 5x8 = 6x6 = 5 28 29 30 6 3x8 = 5x6 7 31 32 33 8 19 10 . 17 uo 1O 15 ' 14 13 46 = 2x4 11 48 = 3x6 = 3x8 = 3x8 = 3x6 = 5z6 .11 46 3.50 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) - I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.15 15-17 >999 240 TCDL 7.0 Lumber DOL 1.25 BC . 0.72 Vert(CT) -0.17 11-22 >925 180 BCLL 0.0 Rep Stress ]nor YES WB 0.81 Horz(CT) 0.07 13 n/a . n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 8-13: 2x4 SP No.3 WEBS WEBS 2x4SPNo.3 REACTIONS. (size) 10=0-8-0, 2=0-8-0, 13=0-4-0 Max Horz 2=286(LC 9) Max Uplift 10=-163(LC 10), 2=-646(LC 10), 13=-859(LC 10) Max Grav 10=412(LC 16), 2=1519(LC.15), 13=2252(LC 16) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or Jess except when shown. TOP CHORD 2-3=-2651/1260, 3-5=-196011053, 5-6=-1622/1013, 6-7=-1622/1013, 7-8=-54/604, 8-9=-167/708, 9-10=-502/254 BOT CHORD 2-19=-1006/2514, 17A 9= 1006/2514, 15-17=-615/1818, 14-15=-285/1019, 12-13=-2146/1127,.8-12=-542/379, 11-12=-182/352, 10-11=-141/439 WEBS 3-19=0/269, 3-17=-796/441, 5-17=-122/628, 6-15=-395/358, 7-15=-431/965, 12-14=-306/1046,7-12=-1831/90419-12=-1065/613, 9-11=0/375 Scale = 1:88.1 PLATES GRIP NIT20 244/190 Weight: 25B lb FT = 20% Structural wood sheathing directly applied or 3-3-2 cc purlins. Rigid ceiling directly applied or 3-6-11 cc bracing.: 1 Row at midpt 5-15, 7-12 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=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C=C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 7-4-2, Exterior(29) 7-4-2 to 18-7-14, Interior(1) 18-7-14 to 28-072, Exterior(2R) 28-0-2 to 39-3-14, Interior(1) 39-3-14 to 42-8-0, Exterior(2E) 42-8-0 to 46-8-0 zone;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. P) :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 anyOther.members, with BCDL = 10.0pst. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSVTPI 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 163 lb uplift at joint 10, 646 lb uplift at joint 2 and 859 lb uplift at joint 18. Michael S: Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610. Date: June 8,2021 A WARNING - Verify designparameters and READ NOTES ON THIS AND INCLUDED MIT EK 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, andis 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 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 ANShTPIf 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 r Cty Ply 2265 CR 3CAR T24252299 2776593 B15 HIP TRUSS 1 1. Job Reference (optional) tduueers t-Irstsource trlant uty, FL), Flint city, t-L - 33567, 8.430 S May 12 2021 MI I eK Industnes, Inc. Mon Jun 7 14:50:41 2021 rage 1 ID:6gDIOH2OVegl Nki sxoNemzyuULB-c9PCNwOGOS7urFplg7DEzLFclgW Hg8G5DvL6DzBeRi 4- 5-3-15 5-3-15 B-11-0 15-0-0 23-40 31-8-0 35-2-9 41-5-0 1-4-0 :. 5-3-15 3-7-1 6-1-0 8-4.0 8.4-0 3.6-9 6-2-8 w 6.00 F12 5x6 i 4 27_,�- 3x4 3 ST1.5x8 STP = 26 <_ 16 2x4 - 0 32 18 17 3x6 = 2x4 11 6x8 5xB = 5xB = 5xB = 5 28 6 29 30 31 7 15 33 14 13 12 3411 44 = 3x6 =. 3x8 = 3x6 = 3x4 = B-4-0 Scale=1:77.3 2x4 8 4x4 9 m 0 10 o O 0 N 5x12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.20. 11-13 >999 240 MT20 TCDL 7.0 Lumber DOL . .1.25 BC . 0.81 Vert(CT) -0.34 11-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix-MSH Weight:221 lb LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD ' Structural wood sheathing directly applied. BOT CHORD 2x4.SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-1-10 oc bracing.. 4-17: 2x4 SP No.3, 14-16;10-12: 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 -t 2-6-0 REACTIONS. (size) 10=Mechanical, 2=0-8-0, 17=0-3-0 Max Horz 2=269(LC 9) Max Uplift 10= 546(LC 10), 2= 391(LC 10), 17=-892(LC 10) Max Grav 10=1448(LC 16), 2=372(LC 21), 17=1831(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-315/603, 3-4=-174/254, 4-5=-1488/846, 5-6=-2088/1263,-6-7=-2088/1263, 7-8=-2030/1130, 8-1 0=-2166/1 1 §3 BOT CHORD 2-18=-590/255, 17-18=-590/255, 16-17=-1633l790, 4-16=-1540/816, 13-15=-508/1309, 11-13=-748/1748,.10-11=-914/1837 .. WEBS 4-15— 529/1396, 5-15=-282/290, 5-13=-514/1008, 6-13=-520/499, 7-13=-226/470, . 7-11= 48/424, 3-18=-494/215, 3-17=-397/776 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=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to2-8-0, Interior(1) 2-8-0 to 9-4-2, Extedor(2R) 9-4-2 to 20-7-14, Interior(1) 20-7-14 to 26-0-2, Exterior(2R) 26-0-2 to 37-50, Exterior(2E) 37-5-0 to 41-5=0 zone; porch left 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. i5) 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 iri all areas where a rectangle 3-6-0 tall by 2-0-0 wide . _will fit between the bottom chord and any other members, with BCDL=.10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection:(by others) of truss to bearing plate capable of withstanding 546 lb uplift at joint 10, 391 lb uplift at joint 2 and 892 lb uplift at joint 17. GRIP 244/190 FT = 20% Michael S. Magid PE 140.63681 4 MiTek USA, Inc. FL Cert 6634 6904'Parke East Blvd. Tampa FL 33610 Date: June 8,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MIT EK 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, andis for an individual building component, not Ni 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 pennanentbracing 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/TPl1 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 t . Qty . Ply 2265 CR 3CAR T24252300 2776593 B17 HIP TRUSS 1 1. Job Reference (optional) ouneers rirsraource trianr Uly, rL/, riani L111y, rL - 00001, o.4au s may 1 e zuz t ,vu , ex uruusmes, mu. wwn dun r , 4;au;4a eu4 r raye , ID:6gDIOH2OVeg1 Nkl sxoNemzyuULB-YYXyobQXw3Fb5ZzhJ89hJOQZYZW 1 ln9ZZW OSA6z8eRg r1-4 5-3-15 8-11-0 17-0-0 23.4.0 29-8-0 35-4-12 41-5-0 1 4-0 5-3.15 3-7-1 B-1-0 6.4.0 6.4-0 5.8-12 Scale=1:77.5 6.00 12 2x4 I I 5xB = 5 296 30 31 32 7 3x4 6z8 i 28 8 4 3x4 3 ST1.5x8 STP — 27 m ' 2 r4x4 = 16 35 15 14 36 13 12 11 0 3x4 = 3x6 —_ 3x8 = 3x4 = 4x6 — 2x4 I I 34 19 .:is 3x6 = 2x4 I I : 6x8 33 4x4 9 �'°I O O 0 N 5x12 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL .1.25 TC 0.97 Vert(LL) -0.15 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL . 1.25 BC 0.80 Vert(CT) -0.28 16-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.08 . 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 233lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied. BOT CHORD2x4 SP No.2 `Except` BOT CHORD Rigid ceiling directly applied or 4-1-9 oc bracing. 4-18: 2x4 SP No.3, 10-12: 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 -t 2-6-0 REACTIONS. (size) 10=Mechanical, 2=0-8-0, 18=0-3-0 Max Horz 2=31 O(LC 9) Max Uplift 10=-546(LC 10), 2= 392(LC 10), 18=-891(LC 10) Max Grav 10=1458(LC 16), 2=368(LC 21), 18=1865(LC 15) FORCES. (lb) -Max. Comp./Max. Ten.:- All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-320/599, 3-4=-213/29014-5=-1567/906, 5-6=-1748/1142, 6-7=-1748/1142, 7-8=-1907/1103, 8-10=-2230/1176 BOT CHORD 2-19=-584/242, 18-19— 584/242, 17-18=-1686l813, 4-17— 1551/858: ,1.4-16=-530/1375, 13-14=-68911604, 11-13=-917/1898, 10-11- 917/1898 WEBS 3-18=-373/734, 4-16=-457/1337, 5-14=-329/653, 6-14=-386/376, 7-14=-100/268, 7-13=-85/471, 8-13=-358/271, 3-19= 495/216 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=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS _(directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-4-2, Exterior(2R) 11-4-2 to 22-7-14, Intedor(1) 22-7-14 to 24-0-2, Extedor(2R) 24-0-2 to 354-12, Interior(1) 35-4-12 to 37=570, Extedor(2E) 37-5-0 to 41-5-0 zone; porch left 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 546 lb uplift at joint 10, 392 lb uplift at joint 2 and 891 lb uplift at joint 18. :: m 0 m Michael & Magid PE No.53681 MiTek USA,16c. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: June 8,2021 ® 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 properlyincorporate 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, DSB-89 and BCSI 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 2265 CR 3CAR " T24252301 2776593 B19 .: HIP TRUSS. 1 1 Job Reference (optional) ounuers mrstouurce trrant uny, rL1, rlant Uty, M - 3Job/, m4:lU s may iz zuei mi I eK InousineS, Inc. mon Jun 7 i4:ou:44 zucl rage 1 I D:6gD IOH2OVegl Nkl sxoNemzyuULB-Ok5K?xR9hNNSijYttshwsczmiysDU FkioA7?iYzBeRf 11-4-q 5-3-15 8-11-0 14-0.8 , 19-0-0 27-6-0 34.4-12 41-5-0 1=4-0 5-3-15 3-7-1 5-1-8 4.11r8.. B-8-0 6-8.12 7-0-4 Scale=1:77.5 y 5x6 = 5x8 = 6.00 rl2 6 28 7 3x4 i 27 5 29 3x4 8 5x6 i 4 3x4: 3 ST1.5x8 STP = 26 m 1 2 -� dI 0 31 18. 17 3x6 2x4 .I1 6x8 30: 4x4 9 10 0 0 11 o 2x4 11 5x12 II a 5-3.15 8=8-0 8-11-0 19-0-0 27-8.0 34-4.12 41-5-0 5-3-15 3=4-1 0-�-,0 10-1-0 8-8.0 6-8-12 7-0-4 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [6:0-4-0,0-2-8], [7:0-5-8,0-2-4], [10:0-7-12,Edge] LOADING (psf) 'SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.88 Vert(LL) -0.33. 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC .: 0.81 . Vert(CT) . -0.59. 15-16 >661 180 - BCLL . 0.0, Rep Stress Incr YES WB 0.64 Horz(CT) 0.10 10 n/a n/a BGDL. 10.0 Code FBC2020[TP12014 Matrix-MSH Weight: 229lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD :Structural wood sheathing directly applied. 6-7,7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly.applied or 3-9-12 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 5-16, 7-15 4-17: 2x4 SP N6.3, 14-16,10-12: 2x4 SP No.1 WEBS 2x4 SP No.3'Except* 7-15: 2x4 SP No.2 SLIDER Right 2x6 SP No.2 -t 2-6-0 REACTIONS. (size) . 10=Mechani66l, 2=0-8-0, 17=0-3-0. Max Horz2=351,(LC 9) Max Uplift 10=7549(LC 10), 2=-401(LC 1.0), 17=-879(LC 10) Max Grav 10=1465(LC 16), 2=370(LC 19), 17=1901(LC 15) FORCES. (lb).- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-339/633, 3-4=-245/333, 5-6=-1531/962; 6-7=-1322/938, 7-8=-1790/1050,.. ... 8-10=-2242/1160. . BOT CHORD 2-18=-618/242; 17-18=-618/242, 16-17=-1692/744, 4-16=-311/247, 15-16=-561/1229, 13-15=-603/1473, 11-13=-892/1906, 10-11=-892/1906 " WEBS 3-17=-405/791, 5-16=-1728/802, 5-15=0/367, 6-15=-28/388, 7.15=-351/138, 7-13=-103/590, 8-13=-524/340, 3-18=490/217 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=4,2psf; BCDL=5.8psf; h=15ft;'B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)'-1-4-0:to 2-8-0, Interior(1) 2-&0 to 1374-2, Exterior(2R) ..13-4-2 to 33-3-14,1nterior(1) 33-3714 to 37-5-0, Exterior(2E) 37r5-0 to 41-5-0 zone;: cantilever right exposed ; porch left exposed;C-C for. members and forces &:MWF.RS for reactions shown;: Lumber DOL=1.60 plate grip. DOL=1.60 ):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 adequates 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 20.0psf on:the:bottom chord in all areas.where a rectangle 3-6.0:tall by:2-0-0 wide ' will fit between the bottom.chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 549.1b uplift. at joint 10, 401 lb uplift.at Michael S. Magid PE fVa.5$681 ;,pint 2 and 879 lb Uplift at joint 17. MiTek USA, Irlc. FL Cert 8834 . are East Blvd. Tampa . , 3 _ D Date:. . June 8,2021 .. ® 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 in 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 MITe'K• is always requiredfor stability and to prevent collapse,with possible, personal injuryand property damage. For general guidance regarding the fabrication., storage; delivery, erection and bracing of trusses and truss systems, see : . ANSIITPI1 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 2265 CR 3CAR T24252302 2776593 B21 :. HIP TRUSS 1 1 Job Reference (optional) t3Ull0ers rirsiz ource trlani tiny, rLJ,; riani uny, rL - 0=3/, 6.431.) s-May 1 z ZUzI MI I eK mauslnes, Inc. mon Jun / i4;ou:4o zuzi rage i I D:6gD IOH2OVeg7Nkl sxoNemzyuULB-y7C50dSPC:dAyOhG_HjOx1 2AbmUty3f?FUc6nRzBeRd 11-4-Q 5-3-15 8-11-0 15-1-6 21.0-0 25-8-0 31-1-13 36-2-11 42-7-8 -4-0 5-3-15 3.7-1 6.2-6 5.10.10 4-B-0 5-5-13 5-0-13 6%1; M Scale=1:82.0 Sx6 — 4 5x6 6.00 F12 6 7 46 3x4 J 526 8 5x6 4 3x4 3 ST1.5x8 STP = 25 16 m 1 2 5x6 = 0 28 18 17 3x8 = 2x4 II 6xB = 29 30 15 31 . .14 32 13 3x4 3x6 = 3x8 = 5x6 9 .. . 27 ST1.5x8 STP= 10 1Vn' . 6 o 33 12 34 11 N 3x6 = 3x4 = 3x6 = 5-3-15 8- -0 17-4-8 25-8-0 33-7-0 42-7-8 5-3-15 3-4-1 0- -0 8-5.8 8-3-8 7-11-0 9.0-8 Plate Offsets (X,Y)--[4:0-3-0,0-3-0],[6:0-3-0,0-2-01,[7:0-3-0,0-2-0],[9:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC.. 0.60 . Vert(LL) -0.19 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.37 11-24 >999 180 BCLL 0.0 Rep Stress Incr YES WB 1.00, Horz(CT) 0.07 10 n/a n/a BCDL 10.0 Code .FBC2020/TPI2014 Matrix-MSH Weight 238 lb FT = 20%. LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 4-17: 2x4 SP No.3 .. WEBS 1 Row at midpt 5-16, 6-15 WEBS 2x4SPNo.3 REACTIONS. (size)2=0-8-0, 17=0-3-0, 10=0-7-8 Max Horz 2=405(LC 9) Max Uplift 2=-411(LC 10),.17=-889(LC 10), 10=-569(LC .10) Max Grav 2=377(LC 19), 17=1975(LC 15), 10=1548(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or jess except when shown. TOP CHORD 2-3=-403/656, 3-4=-312/372, 4-5— 268/274, 5-6— = 1640/1027, 6-71541/1003, 7-8=-1750/1034, 8-9= 2612/1295, 9-10=-2802/1351 BOT CHORD 2-18=-606/263, 17-18=-606/263, :16-17=-1769/735, 4-16=438/276, 15-16=-554/1459, 13-15=-436/1395, 11-13=-810/1947, 10-11— 1090/2453 WEBS 3-17=-397/787, 5-16=-1933/768, 5-15=--2/298, 6-15=-92/287, 6-13= 88/446, 7-13=-176/508, 8-13=-799/482,,8-11=-180/685, 9-11=-374/327, 3-18=-491/214 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=4.2psf; BCDL=5.8bM; h=15ft; B=45ft; L=46f ; eave=5ft; Cat. II; Exp C; Encl., GCpi=.0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, lifterior(1) 2-8-0 to 15-4-2, Exterior(2R) 15-4-2 to 31-1-13i Interior(1) 31-1-13 to 38-7-B, Exterior(2E) 38-7-8 to:42-7-8 zone; porch left 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.pievent 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 alive load bf 20.Opsf on the bottom chord in; all areas where a. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 411 lb uplift at joint 2, 8B9 lb uplift at joint 17 and 569 lb uplift at joint 10. Michael S. Magid PE No.0681 MiTek USA, Inc. FL Cert 8634 6904:Parke East Blvd. Tampa FL 33.610 Date: June 8,2021 .Q WARNING -Verify designparameters 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?PIl 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 t Qty 1 Ply 2265 CR 3CAR T24252303 2776593 C1 JACK -OPEN TRUSS 8 1 Job Reference (optional) cuuaers rusia0urce trtani uny, rL/, rlant Uuy, rL-0J001, -1-4- 0 y .1-4-0 DAJU S May I L LVL I IVII I UK IT IU1.151HU5, I111;. muII JW I r I %;Du.gw LVG 1 rayn I I D:ZYc6AO G N bVAfFo43 ovpJT9ypvsQ-Ni uD 3fU I Vv? I p UQrg PG 5ZfgnYzl L9fyRxSrmOmzBe Ra 0114 0-11-4 N 6 O Scale = 1:7.6 0-11-4 0-11-4 Plate Offsets (X,Y)-- [2:0-1-4,0-0-2] 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) 0.00 5 >999 240 MT20 244/190 - TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL . 6.0 ' Rep Stress [nor YES WB 0.00. Horz(CT) 0.00 4 n/a n/a BCDL. 10.0 Code FBC2020/TP12014 Matrix -MP Weight:.5.1b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD. 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) :3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 10) Max, Uplift 3=-3(LC 1), 2=-195(LC 10), 4=-15(LC 1) Max'Grav 3=21(LC 10), 2=159(LC 15), 4=45(LC 10) " 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'=4.2psf; BCDL=5.Bpsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) .Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 3, 106 lb uplift at joint 2 and 15 lb uplift at joint 4. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6634 69005rke East Blvd. Tampa FL 33810 Date: June 8,2021 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 fot'an individual building cdmporient, 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 MOW is always required for stability and to prevent collapse:with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing. of, trusses and truss systems, 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 t City ' Ply 2265 CR 3CAR . T24252304 2776593 C3 JACK -OPEN TRUSS 6 1 Job Reference (optional) i3miaers Firstsource (Plant Gtty, FL), mant city, FL - 33557, -1-4.0 r 1 6.43U S May 12 ZU'Ll MI I eK Industries, Inc. Mon Jun 114:bU:bl zuzi rage l I D:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-J50_UKW Yi W FT2oaDngJZe4m72nQhdZSkPmKtSezBeRY 2-11-4 2-11-4 Scale= 1:12.7 Plate Uttsets (X,Y)-- (2:U-4-4,U-U-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL .. 1.25 'TC : 0.23 Vert(LL) -0.01' 4-7 >999 240' MT20 244/190 TCDL 7,0 Lumber DOL 1.25 BC . 0.11 Vert(CT) -0.01 4-7 >999 11 0 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 12 lb FT = 20%, LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puffins. BOT CHORD: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or. 10-0-0 oc bracing. REACTIONS. (size): 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 10) . , _ Max. Uplift 3=-52(LC 10), 2=7155(LC 10) .Max Grav 3=72(LC 15), 2=197(LC 15), 4=49(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=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp'C;Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown;.Lurnber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for.verifying applied roof live loan 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 alive' load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide " will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 3 and 155 lb uplift at joint 2. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 • 6904 Parke East Blvd. Tampa FL 33810 Date: June 8,2021 :� WARNING - Verity 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 MOW is always required for stability and to prevent collapse.with possible personal injury and property damage. For general guidance regarding the . . fabrication, storage; delivery, erection and bracing, of trusses and truss systems, see . . ANSVTpI1 Duality 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 t Qty ' Ply 2265 CR 3CAR T24252305 2776593 C5 JACK -OPEN TRUSS 6 .1 Job Reference (optional) duuders FlrstSource (mant Gty, FL), F iant city, FL - 33567, 8.430 s May 122U21 MI I eK Industries, Inc. Mon Jun / 14:bU:51 2U21 rage 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-J50_UKWYi W FT2oaDngJZe4m2XnLKdZSkPmKtSezBeRY Scale = 1:17.6 1 3x4 = 4 11 4 4-11-4 Plate Offsets (X,Y)-- [2:0-1-4,0-0-21 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.52 Vert(LL) . 0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.06 4-7 >908 180 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 -MP Weight:.18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 10) ' Max. Uplift 3=-107(LC 10),•2— 163(LC 10) Max Grav 3=134(LC 15), 2=267(LC 15), 4=87(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=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft;.Cat.- II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip.DOL=1.60 2) Building Designer/ Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed 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 107 lb uplift at joint 3 and 163 lb uplift at joint 2. ;® WARNING - Verity 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 cornponent, 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 MOW is always required for stability and to prevent collapse -with possible personal injury and property damage. For general, guidance regarding the _ , . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . . ANSIITP11 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 I Ply 2265 CR 3CAR T24252306 2776593 D7 Half Hip'Truss 1 2 Job Reference (optional) ouneers rtrsmource trianl uny, raj, rianl Lrry, rL -aaaor, m4au s Ivtay I z zucl MI I eK ineustnes, Inc. Mon .tun r t4:o t:un euz I rage i ID:6gDIOH2OVeg7NklsxoNemzyuULB-vnsGQ7hKkgOUkxewbmZrC1LMnQ7KAVodyjcygz8eRK r1-4-q 7.0-0 13-0-15 18-10-5 24-7-12 30-5-3 36-2-9 4%.3;8 1-4 ' 7.0-0 6-0-15 5.9-7 5-9-7 5-9-7 5-9-7 6.0-15 y Scale=1:75.7 3x8 5x6 .3x8 = 3x4 = 4x6 = 2x4 11 3x4 = 3x6 = 5x6 = 6.00 F12 3 23 4 24 5 6 7 25 26 8 9 10 11. 20 19 18 17 16 15 14 13 12 ST1.5x8 STP — 4x4 = .2x4 11 6x8 — 4x4 = 6x8 — 4x6 = 5x6. = 2x4 = 46 = 48 = 7-0-0 13-0.15 18=10-5 24-7-12 30-5-3 36-2-9 42-3.8 7-0-0 6-0-15 5-9-7 5.9-7 5-9-7 5.9-7 6-0-15 Plate Offsets (X,Y)-- [3:0-3-0,0-2-01, [6:0=3-0,Edge1, [10:073-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 . Vert(LL) 0.72. 16-17 >704 240 MT26 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.87' 16-17 >584 180 BCLL 0.0 Rep Stress Incr . NO WB 0.73 Horz(CT) 0:11 12 n/a n/a BCDL. 10.0 Code.: FBC20201TP12014 Matrix-MSH Weight:.508 lb FT = 20% . LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD :Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 8-11-14 oc bracing. WEBS 2x4 SP No.3 `Except` 4-20,11-13: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0,12=0-3-8 Max Horz 2=243(LC 8) Max Uplift 2=-1838(LC 8), 12= 1903(LC 8) Max Grav 2=3839(LC 13), 12=3792(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7803/3774, 3-4=-7046/3480, 4-5=-11666/5848, 5-7=-11325/5681, 7-8— 11325/5681, 8-10=-9374/4705, 10-11=-5695/2856, 11-12— 3642/1940 BOT CHORD 2-20= 3444/6949, 19-20=-5178/10309, 17-19=-5178/10309, 16-17=-5848/11666, 14-16=-4705/9374, 13-14=-2856/5695 WEBS 3-20= 868/2315, 4-20=-3B61/1967, 4-19=0/350, 4-17=-781/1616, 5-17=75661541, 5-16=-397/236, 7-16=-775/6661.8-16=-1139/2276, 8-14=-1928/1230, 10-14=-2157/4291, 10-13=-3050/1835, 11-13=-3251/6508 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oo. Bottom chords connected as follows: 2x6 - 2 rows staggered 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) Unbalanced roof live loads have been considered for this design. .4) -Wind: ASIDE 7-16; Vu[t=160mp1h:(3-second gust) Vasd=124mph; TCDL=4.2psf; BC011-=5,8psf; h=15ft; B=45ft; L.=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS _(directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer*responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. ._6) Provide adequate drainage to prevent water ponding.. .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 3-6-01611 by 2-0-0 wide will fit between'the bottom chord and dhi 'other members. Michael S. Magid PEN 9) Bearing at12 considers parallel to rain value using ANSI/TPI 1 angle to rain formula. Building designer should veri g joint(s) p g g g g g 9 verify MiTek USA, Inc. FL Carl 6834 rt 6634 capacity of bearing surface. : 0904:Parke East Blvd. Tampa FL 33610 10) Provide mechanical: connection (by others) of truss to bearing plate capable of withstanding 1838 lb uplift at joint 2 and 1903 lb uplift at joint 12. Date: 1 V Girder carries hip end with 0-0-0 right side setback, 7=0-0 left side setback, and 7-0-0 end setback: JUne 8,2021 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 in Individual building component, not �- a truss system. Before use, the building designer must verify the applicabilityovof design parameters and property Incorporate this design into the erall 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 passible 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 Safety Information. available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 . ' Ply 2265 CR 3CAR . T24252306 2776593 D7 Half Hip Truss 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s May 12 2021 MiTek Industries, Inc. Mon Jun 7 14:51:05 2021 Page 2 I D:6gD IOH2OVegl Nki sxoNemzyuULB-vnsGQ7hKkgOUkxewbmZrC1 LMnQ7Kvj Vodyjcygz8eRK NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 605 lb down and 376 lb up at 7-0-0 on top 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=-54,3-11=-118(F=-64),2-12=-44(F=-24) Concentrated Loads (lb), Vert: 3=-347(F) Job Truss Truss Type � City & WARNING -Verify designparameters 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 propedyIncorporate 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 MOW. Is always required for stability and to prevent collapse:with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. : ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Inslitute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type -oty ' Ply 2265 CR 3CAR T24252307 2776593 D9 Half:Hip Truss 1 1 Job Reference (optional) nunaers rlrsiAource Irian Gliy, rLl,: riani L ny, rL - ddObf, b.4ou S may l z zuei mi I eK mausines, Inc. mop Jun / 14:o1:U/ euei rage 1 I D:6gDIOH2OVegl Nkl sxoNemzyuULB-rAzl gpiaGRGCzFolibbJISOhBEf7 Naw54FCjl jz8eRl r1-4-Q 4-6-10 9.0-0 17-6-0 25-7-12 " 33-9.8 42-3-8 1-4-0 4.6-16 4-5-7. 8-6-0 B-1-12 8-1-12 6-6.0 Scale = 1:75.7 Sx8 = 5x8 = 2x4 II 5x8 = 5x6 = 6.00 r12 4 21 22 23 5 6 24 25 7 26 8 co dI 0 15 14 13 12 1.1 10 9 3x8 — 3x4 = 4x6'= 4x4 = 3x10 = 4x6 _ 5x6 = 3x4 = rlale UlfSels IA, r J-- [e.U-O-U,U-U- 14], t'h:U-o-U,U-C-BJ, LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ud PLATES GRIP TCLL 20.0 Plate Grip DOL - 1.25 TC 0.92 Vert(LL) -I/defy 0.46 12-13 >999 240 . MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.68 12-13 >742 180 BCLL 0.0..* Rep Stress Incr . YES WB 0.93 Horz(CT) 0.15 9 n/a n/a BCDL 10.0 Code f=BC2020/fP12014 , Matrix-MSH Weight:.223 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5,7-8: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS-- 1 Row at midpt 8-0, 5-12, 7-12,.8-10 WEBS 2x4 SP No.3'Except* 4-13,8-10: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max:Horz 2=297(LC 10) Max Uplift 2=-795(LC 10), 9=-720(LC 10) Max Grav'2=1633(LC 1), 9=1558(LC 1) FORCES. '(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3060/1713, 3-4=-2808/1535, 4-5=-3587/1972, 5-6=73505/1847, 6-7=-3505/1847, 7-8=-2385/1242, 8-9=-1482/874 BOT CHORD 2-15=-1734/2711,.13-15=-1449/2474, 12-13=-1984/3601, 10-12=-1267/2421. WEBS 3-15=-346/316, 4-15=-30/414, 4-13=-593/1348, 5-13=-474/374, 6-12=404/345, 7-12=-668/1248, 7-10=-1105/774, 8-10= 1390/2673 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=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0,' Interior(1) 2-8-0 to 3-4-2, Exterior(2R) 3-4-2 to 14-7-14,:Inte0or(1) 14-7-14 to 38-1-12,:Exterior(2E) 38-1-12 to 42-1-.12 zone;C-C for members and forcces:& 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:20.0psf on the bottom chord in all areas where a. rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSVTPI 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 795 lb uplift at joint 2 and.720 lb uplift at joint 9. Michael S. Magid PE No.53691 MiTek USA, Inc. FL CPA 6634 6904:Parke East Blvd. Tampa Fl, 33610 Date: June 8,2021 .A WARNING - Verity designparameters 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 gene rat guidance regarding the _ - - . fabrication, storage; delivery, erection and bracing of trusses and truss systems, see. : ANSUTP11 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 r Qty ' Ply 2265 CR 3CAR T24252308 2776593 D11 HALF HIP TRUSS 1 1, Job Reference (optional) tsUllaers rlrsiDource trlani uny, r-L), rlani Idly, rL - JJOU/, OAJU s May IZ ZVZ I IVII I ex IIIUMAW5, 1rIU. Mon Jun / 19:0U:00 eue I rayU I ID:6gDIOH2OVeglNkisxoNemzyuULB-FT7ku0YoZBWBH5kcvFLijVrHbbzV5EG1s4pzxxz8eRW r1-4•q 5.8-8 11-0.0 18.10-12 26-7-12 34-4-12 42-3-8 1-4.0 5-8-8 5-3.9 7-10-12 7-9-0 7.9-0 7-10-12 Scale=1:75.9 5x6 = 3x4 = 5x6 3x6 = 3x4 11 4 19 20 21 5 622 23 7 ;24 8 14 <. 9 3x8 = 3x8 —_ 4x6 = 3x4 = 5x6 WB= 4x4 = 5x6 II 11-0-0 21-5-12 31-9-12 42-3.8 rlaie ynseis (A,T)-• LZ:U-0-U,U-U-141,f'+:U-d-U,U-Z-UI,fo:U-J-U,U-J-UI LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TIC. 0.99 Vert(LL) . -0.37.12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC . 0.66 Vert(CT) -0.64 12-14 >793 180. BCLL 0.0 ' Rep Stress Incr YES WB .1.00. Horz(CT) 0.14 9 n/a n/a BCDL. 10.0 Code FBC2020/TP12014 Matrix-MSH Wei ghf:.223Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-10-9 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt a 5.14 OTHERS 2x4 SP No.3 2 Rows at 1/3 pts 7-9_ REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=351(LC 10) Max Uplift 2=-789(LC 10), 9= 726(LC 10) Max Grav 2=1953(LC 15), 9=1800(LC 15) . FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or:less except when shown. TOP CHORD 2-3=-3543/1674, 3-4= 3168/1451; 4-5=-2827/1387, 5-6=-3514/1610, 6-7=-2615/1136 BOT. CHORD. 2-14=-1742/3226, 12-14=-1703/3474, 10-12=-1531/3220, 9-10=-1001/2103 WEBS .. 3-14=-478/406, 4-14=-280/1089, 5-14=-915/389, 6-12=-116)431, 6-10=-889/580, .: 7-10= 320/1215; 7-9=-2542/1216 NOTES- 1) Unbalanced roof live loads have been considered for this design. s. 2) Wind: ASCE 7=16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 54-2, Exterior(2R) 5-4-2 to 16-7-14, Intedor(1) 16-7-1.4 to 38-1-12, Exterior(2E) 38-1-12 to 42-1-12 zone;C-C:for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building, Designe(/ Project engineer responsible for verifying applied roof live load shown covers rain. loading requiremerits 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 3-6-0.11all by 2-070 wide will fit between the bottom'chord -,and any other members, With BCDL = 10.Opsf. 7) Bearing at joint(s):9 considers parallel to grain value using ANSI/TPI 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 789 lb uplift at joint.2 and 726 lb.uplift at joint 9. Michael S. Magid PE N6.53681 MiTek USA, Inc. FL Cert 6634 6904:Parke East Blvd. Tampa FL 33810 Date: ., June 8,2021 .:,& WARNING -Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 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 prdpedy_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?P11 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 t City ' Ply 2265 CR 3CAR T24252309 2776593 D13 Hip Truss 1 1 Job Reference (optional) Buucers Pirstsource (Plant City, PL), Plan[ City, FL - 33567, 8.430 s May i 2,2021 MI 1 eK lncusmes, Inc. Mon Jun 7 14:50:54 2021 rage 1 ID:6gDIOH2OVegi NklsxoNemzyuULB-jgh66MYQKRe2vFloSysGGjOYD_E8dTB5kYX3zz8eRV r1-4-q 6-1-0 11.2-0 13-0-0 20-11=0 28=10-0 33-8.0 38-1-13 42-3-8 1-4-0 6-1-0 5-1,0 1-10-0 7-11.0 : . 7-11.0 4-10-0 4-5-13 4-1-11 Scale = 1:77.3 yl O 5x6 = 6.00 12 SxB. =- 46 = 5x6 = 2x4 II 5 26 27 6 .. 28 29'7 30 8 20 19 '" 14 .13 12 11 3x6 -'. 5x6 2x4 IIa 2x4 11 5x8 = 6x8 = 6-1-0 11-2-0 20-11-0 28.10-0 33-8-0 42-3-8 6.1-0 5-1,0 9.9-0 7-11.0 4-10-0 8-7-8 Plate Offsets (X,Y)-- [3:0-3,0,0-3-0), [5:0-3-0,0-2-0), [6:0-4-0,0-3-0), [8:0-6-0,0-2-81, [15:0-6-0,0-3-01; [16:0-3-8;Edgeji [17:0-4,8,0-3-4j LOADING (psf) SPACING- 2-0-0 - CSI. DEFL. in (loc) I/defl: Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC : 0.62 . Vert(LL) 0.44 16-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90. Vert(CT)-0.8416-17 >599 180 BCLL 0.0 ' Rep Stress Incr YES WB .0.88 Horz(CT) 0.31: 11 n/a n/a . . .BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH .: Weight: 256 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except TOP CHORD Structural wood sheathing directly applied or 2-7-10 oc pudins, 5-6,6-8: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.2 'Except BOT CHORD Rigid ceiling directly applied or 4-9-3 oc bracing. Except: 4-19,7-13:2x4 SP No.3, 16-17,15-16: 2x4 SP No.1 10-0-0 oc bracing: 17-19, 13-15 WEBS 2x4 SP No.3 *Except WEBS 1 Row at midpt 9-11 17-20,10-11: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Harz 2=236(LC 9) Max Uplift 2= 792(LC 10), 11=-697(LC 10) Max Grav 2=1655(LC 1), 11=1581(LC 1). FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when.shown. TOP CHORD .2-3= 3104/1676, 3-4=4137/23251 4-5=-4098/2411, 5-6=-3779/2212, 6-7=-3770/2204, 7-8=-3227/1930, 879=-1927/1178 BOT CHORD 2-20=-1511/2751,-16-17=-1641/3137, 15-1.6=-1658/3254, 7-15=-692/493, 11-12=-775/1331 WEBS 3-20=-991/670, 17-20— 1606/2961, 3-17=-410/914, 5-17=-685/1382, 5-16=-330/898, 6-16=-472/442, 7-16=-301/664, 12-15= 854/1780, 8-15==1149/2189, 8-12=-890/503, 9-12=-80/529, 9-11=-1884/1132 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=4.2psf; BCDL=5.8psf; h=15ft;'B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)'=1=4-0:to 2-8-0, Interior(1) 2-8=0 to 7=4-2, Exterior(2R) 7-4-2 to 18-7-14, Interior(1) 18-7-14to 28-0-2, Exterior(2R) 28-0-2 to 38-1-13, Extedor(2E) 38-1-13 to 42-1-12 zone;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.. ` This truss has been designed for a live load of 20.Opsf onthe.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 792,lb uplift at.joint 2 and 697 lb uplift at joint 11. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert fi634 6904 East Blvd. Tam pa mpa... Date: June 8,2021 I .© 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 foi an Individual building comiponent, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properiy.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/TPII 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 1 Qty . Ply 2265 CR 3CAR T24252310 2776593 D15 HIP TRUSS 1 1 JobReference (optional) ounuers rlrslauurce triani Umy, rLl,- Plant GRy, FL - 33567, t1-4-Q 6-1-0 11-2.1 15.0-0 20-10-0 8.430 s May 12 2021 Mi i ex lnausmes, inc. Mon dun r 14:50:56 2021 rage 1 I D:6gDIOH2OVegl Nkl sxoNemzyuULB-g2ptX2ahs3ul9ZSBaNukL8TgioxplbZTY21 eBsz8eRT 28-10.0 31-8-0 36.9.14 42-3-8 1 4 Or 5-1-0 3.10-0 5.10.0 8-0-0 2-10-0 5-1-14 5-5-.1t Scale=1:77.2 5x6 — 5x6 = 4x6 = 5x8 =. 6.00 12' 5 6 27 28.:.: 7.36 8 2x4 II 4 3x4 5x6 26 92930 2x4 II o 3 10 n ST1.5x8 STP = 25 18 . 8x10 = 15 o mi CO 2 7x10 = 31 32 - 17 16 33 C19 1 5x6 WB= 21 20 19' 34 35 : 13 12 11 3x8 =' . 14 3x6 — 5x8 = 2x4 11 2x4 11 4x8 = 6x8 = 6-1-0 11-2.0 20-10.0 28.10-0 31-8.0 42-3-8 nate�nsetsM,rl-- Ia:u-o-u,u-a-ul,t5:u-�-u,u-z-ul,to;u-ru,u-rul,to:u-o-u,u-i-izl,.tlz:u-.l-u,u-1-51,t15:u-o-a,u-5-u1,.t15:u-a-u,tapel,l[1:u-a-a,urz-a1.. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES. GRIP TOLL 20.0 Plate Grip DOL 1.25 TC. 0.87 Vert(LL) -0.58:16-18 >864 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -1.03.16-18 >489 180 . BCLL 0.0 Rep Stress Incr YES WB 0.97. Horz(CT) . 0.34 11 n/a n/a BCDL 10.0 Code FBC2020/fP12014 Matrix-MSH Weight:267Ib 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.3 'Except' BOT CHORD Rigid ceiling directly applied or 4-9-3 oc bracing. Except: 2-19: 2x4 SP No.2, 17-18,11-14 2x4 SP No.1, 15-17: 2x4 SP M 31 6-0-0 oc bracing: 13-15 ' WEBS 2x4 SP No.3 `Except` 10-0-0 oc bracing: 18-20 18-21,8-15: 2x4 SP No.2, 10-11: 2x6 SP No.2 WEBS 1 Row at midpt 8-12, 9-11 OTHERS 2x4 SP No 3 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=276(LC 9) Max Uplift 2= 791(LC 10), 11=-695(LC 10) Max Grav 2=1999(LC 15), 11=1888(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3735/1676, 3-4=-5053/2343, 4-5=-5127/2499, 5-6=-3649/1904, 6-7=-3649/1904, 7-8= 3164/1731; 8-9=-2281/1222 BOT CHORD 2-21=-1505/3470, 4-18=-300/321, 16-18=-1419/3386, 15-16=-1408/3274, 7-15=-626/444, 11-12=-855/1684 WEBS 3-21= 1194/660, 18-21=-1584/3725, 3-18=-447/1137,:5-18==905/2141, 5-16=-193/701, 6-16=-417/403, 7-16=-186/551, 12-15=-1007/2608, 8-15=-1292/2860, 8-12=-1672/773, . 9-12=-22/504, 9-11= 2157/1167 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=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft;'Cat.' II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-O.to 2-8-0, interior(1) 2-8=0 to 94-2, Extedor(2R) 9-4-2 to 20-10-0, Interior(1) 20-1,0-O.to 26-0-2, Exterior(2R) 26-0-2 to 37-3-14, Interior(l) 37-3-14 to:38-0-12, Exterior(2E):38-0-12 to 42-0-12 zone;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 3-6-04all 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 791 lb uplift at joint 2 and 695 lb uplift at joint 11. Michael S. Magid PE No.53681 MITek USA, Inc. FL Cert 6634 6904Pafke East Blvd. Tampa FL 336.10 Date: June 8,2021 Q WARNING - Verity design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE 10II-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 fogy 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 - p . 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 Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610 Job Truss Truss Type ! Qty ' Ply 2265 CR 3CAR T24252311 2776593 D17 Hip Truss 1 1 Job Reference (optional) 6.43u S may IZ ZUZI mi t eK InaustrleS, Inc. mon dun I 14:bU:bu ZUZI rage I ID:6gD IOH2OVegl Nk1 sxoNemzyuULB-cRxdykbxNgBTOtcZhoxCQZYB2cbUmW nmOM W kCkz8eRR 5xB 2x4 II 6x8 6 287 29 30 31 8 Scale = 1:77.9 bullaers hlrstbource (I'lant Glty, t-L),: Plant tatty, rL - 33bbl, 'r1-4-0 5-3-8 7-7-8 114-9 6.00 12 ST1.; 23 22 el 14 13 12 11 3x6 - 6x8 3x4 11 2x4 11 .. 412 = 46 11 5-3-8 7-7-B 11=4-9 17-0-0 23-4-0 , 27-1-8 29-8-0 35-6-4 42-3-8 5-3.8 2-4-0 3-9.0 5.7-7 6-4-0 3-9-8, 2-6-8 5-10-4 6-9-4 . Plate Offsets (X Y)-- [5:0-3-9,0-1-8] [6:0-6-0,0-2-8], [8:0-4-0,0-1-15] [11:Edge 0-3-8], [20:0-4-4 0-5-0], [23:0-3-8,0-3-0] 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) ' 0.53 21 >952 240 . MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.83 21 >612 -180 BCLL 0.0 Rep Stress Incr YES WB .0.92 : Horz(CT) 0.38 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 289 lb FT = 20%:: LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 1-11-9 oc purlins, 3-6: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 17-20,15-17: 2x6 SP No.2, 8-13: 2x4 SP-No.3 10-0-0 oc bracing: 20-22, 13-15 WEBS 2x4 SP No.3'Except* WEBS 1 Row at midpt 5-18 3-20,20-23,5-20:'2x4 SP No:2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=318(LC 9) Max Uplift 2=-788(LC 10), 11=-693(LC 1'0) Max Grav 2=2013(LC 15), 11=1888(LC 16) FORCES.. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD . 2-3=-3790/1675, 3-4=-7833/3454, 4-5=-7751/3475, 5-6=-3426/1744, 6-7=-3065/1708; 7-8=-3065/1707, 8-9= 2902/1545, 9-10.=-2216/1113, 10-11 =-1 778/950 BOT CHORD 2-23=-1509/3556,-19-20=-1979/4688, 18-19=-1979/4688, 16-18=-1242/3141, 15-16=-1057/2603i 8-15=-125/643 - - WEBS 5-18= 1862/883, 6-18=-399/1220, 6-16=-136/334, 7-16==387/394, 8-16= 3521785, 9-12= 1055/683, 10-12= 891/1932, 12-15=-915/1984, 9-15— 191/879, 3-23=-3187/1455, 3-20— 1493/3625, 20-23= 2002/4742, 5-19=0/302, 5-20=-1355/3293 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=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 11-4-2, Exterior(2R) 11-4-2 to 22-7-14, Interior(1) 22-7-14 to 24-0-2, Exterior(2R) 24:-0-2 to 35-6-4, Interior(1) 35'&4 to 38-1-12, Exterior(2E) 38-1-12 to 42-1-12 zone;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. . 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 788 lb uplift at joint 2 and 693 lb uplift at joint 11. Michael S. Magid PE No.53681 ` MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 336,10 ' Date: June 8,2021 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, riot . .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 - MITdk' 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 Ouality 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 2265 CR 3CAR T24252312 2776593 D19 HIP TRUSS 1 2 Job Reference (optional) ounuers mrsioource triani Ltry, rLl, rianr Lmy, M - 14DO1, 1-4-q 3.0.0 4.0-45-7-8 M5.13 12-3-12 1-4.0' 3-0-0 0- 1-7-8 3-5-5 3-2-15 THIS TRUSS IS DESIGNED TO SUPPORT ONLY 2-0" 5x6 OF UNIFORM LOAD AS SHOWN. 7 . 6.00 12 7x8 i ST1.5x8 STP = 3 28 1. w 1 2 8x10 = O 24 2322 3x6 = 2x4 II 4x6 t1.43Us,May1ZZUZI MIIeK I D:6gDIOH2OVegl Nkl sxoNemzyuULB-UCAB Sx6 - 3x4 = — 4x6 Q 6 930 10 '^ 16 15 2x4 11 Ing. MOn y9n i i 4:b1:UZ ZUZI rage i 14 3x8 = Scale = 1:77.9 4x6 12 13 3x6 11 n o `O o N N d, 3-0-0 4.0-Q 6-8-0 9-0-13 12-3-12 19-0-0 27-8-0 2e-10,0 35-5-0 42-3-8 3.0.0 i-o-b 2-8-0 2-4-13-2-15 .6.8-4 8-6-0 2- 6-7-0 6-10- Plate Offsets (X,Y)-- [6:0,3-0,073-0], [7:0-3-0,0.2-0], [9:0-3-0,0-2-0], [11:0-3-0,0-3-0], [17;0-6-4,0-4-0] [19:0-2-1210-4-8], [21:0.4-O,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 . Vert(LL) , 0.38 22 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.58 22 >872 180 BCLL 0.0 Rep Stress ]nor . YES WB .0.78 HOrz(CT) 0.27 13 n/a n/a BCDL 10.0 "Code FBC2020/TP12014 . Matrix-MSH Weight: 616 lb FT = 20%0: LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-9 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 19-21,17-19: 2x6 SP No:2, 10-15: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 21-23, 15-17 8-18,3-21: 2x4 SP No.2 JOINTS 1 Brace at Jt(s); 17 REACTIONS., . (size) 2=0-8-0, 13=0-3-8 Max Horz 2=359(LC 9) Max Uplift 2= 789(LC 10), 13=-698(LC 1.0) Max Grav 2=1993(LC 15), 13=1847(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD : 2-3=-3758/1639, 3-4==9334/4028, 4-5=-9440/4131, 5-6=4658/2210, 6-7=-3035/1585, 7-8=-2675/1510, 8-9=-2350/1404, 9-10=-2634/1570,:10-11=72847/1561, 11-12=-2172/1098,.12-13=-1738/936.:: BOT CHORD 2-24=-1501/3583, 23-24=-1505/3585, 21-23=-1051/2662, 20-21=-2378/5674, 19-20— 1816/4350, 18-19=-1069/2654, 17-18=-1064/2518, 10-17=-317/652 WEBS 6-20=-403/133916-19=-1838/693, 7-19=-388/1025, 8-18=-444/254, 9-18=-609/1081, 10-18= 851/604, 14-17=-906/1885, 11-17=-209/845, 11-14=-1017/689, 12-14=-869/1884, 8-19=-179/268, 5-20=-1697/716, 3-21=-3365/8108, 5-21=•1702/4189, 3723=-4029/1679 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 Do. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 Do. 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) Unbalanced. roof live loads have been considered for this design. ; 4) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=f5ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1.4-0:to 2-8-0, Interior(1) 2-8-0 to 13-4-2, Exterior(2R) . 13.4-2 to 33-3-14, Interior(1) 33-3-14 to 38-1-12, Exterior(2E) 38-1-12 to 42-1-12 zone;C-C for members and forces &.MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 - 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Rrovide adequate, drainage to prevent water ponding. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2=0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 789 lb uplift at joint 2 and 698 lb uplift at Dint 13 Michael S. Magid PE No.63681 MiTek USA, Inc. FL Cert 6634 690412arke East Blvd. Tampa FL 336.10 Date: June 8,2021 & WARNING - Verify designparameters 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 coniporient, riot �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 pennanent-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 . : ANSYrPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Into rmation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ! Qty ' Ply 2265 CR 3CAR T24252313 2776593 D21 Hip Truss 1 1 - Job Reference (optional) ounuers r'IrsiUOUrce tr iani Lmy, rLl, rlani tiny, rL-:JGOb/, t1.4JU s may lz zuzi mi I eK mausineS, Inc. mon Jun r 14:o1:u4 zuei rage 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-RbluCngizW ud6o3j232cggoDzOfDAGCfOIz3QOz8eRL 11-4-o 6-3.0 13-7.8 21.0.0 25-8-0 28-1%0 34-11-0 42-3.8 1-4-0 6-3-0 7-4-8 7-4-8 4-8-0 3-2-0 6-1-0 7-4-8 S 0 Scale = 1:79.4 5x6 — 6.00 12 5x6 = 5 6 IJ 3xe — 4x6 [I 2x4 11 4x8 = ' 4x6.II m 0 o n I O N O N Plate Offsets (X,Y)-- [3:0-.3-0,0-3-01, [4:0-3-0,0-3-41, [5:0-3-0,0-2-01, [6:0-3-0,0-2-01, [8:0-3-0 0-3-01, [9:Edge,0-1-121, [10:Edge,0-3-81, [14:0-2-12,0-2-12), [19:Edge,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) :I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC- 0.73 Vert(LL) 0.17.19-22 >421 240 MT20 2441190 TCDL 7.0 Lumber DOL . . . .1.25 BC 0.85 Vert(CT) -0.43 14-15 >999 180. BCLL 0.0 Rep Stress Incr.. . YES WB 0.73. Horz(CT) ' 0.09 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014. Matrix-MSH Weight:.265 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD ' Structural wood sheathing directly applied or 2-2-Goc purlins, BOT CHORD. 2x4 SP No.2 *Except` except end verticals. 3-19,7-12: 2x4 SP. No.3 BOT CHORD Rigid ceiling directly applied or 3-11-2 oc bracing. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 4-15, 6-15 REACTIONS. (size) 2=0-8-0, 19=0-3-0, 10=0-3-8 Max Horz 2=512(LC 9) Max. Uplift 2=-332(LC 10), 19=-806(LC 10), 10=-597(LC 10) Max Grav 2=286(LC 16), 19=1986(LC 15),10=1631(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb).orless except when shown. TOP CHORD 2-3=-481/458, 3-4=-2212/1140, 4-5=-1865/1077, 5-6=-1596/1063, 6-7=-2286/1343, 7-8=-2269/1194, 8-9=-1931/949, 9-10=-1514/798 BOT CHORD 18-19=-1947/843, 3-18=-1833/880, 17-18— 112/271,.15-17=-712/2145, 14-15=-436/1664, 7-14= 286/313 . WEBS 3-17=-604/1895, 4-15=-499/351, 5-15=-130/592, 6-14=-459/1019, 11-14=-620/1669, 8-14m-39/505, 8-11= 755/484,.9-11� 635/1576 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=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0; Interior(1) 2-8-0 to 15-4-2, Exterior(2R) 15=4-2 to.31-3-14; Interior(1) 31=3-14 to,38-1-1,2; Exterior(2E) 38-1-12:to 42-1-12 zone; cantilever left and right exposed; end vertical left and right exposed; porch left exposed;C-C for members and forces & MW FRS 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 nohconcyrrent with any other live loads; 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3=6-0 tall by 2-0-0 wide will fit between.the bottom chord and any other,members, with BCDL = 10.0psf. :.7) Provide mechanical connection (by others) of truss to:bearing plate capable of withstanding 332 lb uplift at joint 2, 606 lb uplift at joint 19 and 597 lb uplift at joint 10. Michael S. Magid PE No.63681 MiTek USA, Inc. FL, Cert 6634 6604 Parke East Blvd. Tampa FL 33610 Date: • :June 8,2021 . ® 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 js foi an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properiy_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 Ins titute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss r Truss Type ! Qty Ply 2265 CR 3CAR T24252314 2776593 E7 .. JACK -OPEN TRUSS 34 1. Job Reference (optional) tsuuaers mrsIJOUrce triant yny,. rL), mant uny, rl_ - d6bbr, t$.43U s:May 12 ZUZ1 MI I eK Inciustnes, Inc. Mon Jun 7 14:bl:Ut3 2UZ1 rage 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-JMXP29j C11 P26PNUHu6Yggzske2V6FfEJvxGZ9z8eRH 1-4-0 7-0-0 1-470 7-0.0 Scale=1:23.0 3 6.00 12 2 .5x8 m m m co 4 4x4 = 7-0-0 7-0-0 Plate Offsets (X,Y)-- (2:0-1-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defy Ud PLATES_ GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) :.: 0.22 4-7 >381 240. MT20 244/190 TCDL 7.0, Lumber DOL 1.25 BC 0.83 Vert(CT) . -0.23 4-7 >368 180 BCLL 0.0 Rep Stress Incr .. YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code. FBC2020/TPI2014 Matrix -MP Weight: 24lb FT=20%, LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-0 oc bracing. REACTIONS. (size): .3=Mech6nical, 2=0-8-0, 4=Mechanical Max Horz 2=241.(LC 10) Max Uplift 3= 161(LC 10),,2=-179(LC 10) Max Grav 3=199(LC 15), 2=343(LC 15), 4=124(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=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft;:Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip.D0L=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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for alive load of20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 and 179 lb uplift at joint 2. Michael S. Magid PE N6.63681 MiTek USA, Inc. FL Cart 6634 6900&ke East Blvd. Tampa FL 336110 . Date: .. June 8,2021 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 prdpedy;incorporate this design into the overall building. design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MOW 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(TPII 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 t Qty Ply 2265 CR 3CAR T24252315 2776593 E7G . Monopitch Truss 1 1 Job Reference (optional) CUIIaers mrst'OUrce Imam Lmy, rL), mant laty, t-L - 33bb/, a.43U s may 1 Z xyzi mi I eK tnaustnes, Inc. mon dun / 14:b1:UU ZUZI rage I ID:6gDIOH2OVeglNklsxoNemzyuULB-nY5nFUkgo2XvCZyhgcdnNtVABIMbra60xzhq5cz8eRG 4.0-13 7-0-0 4-0-13 2-11-3 2x4 I I Scale: 1/2'.'=1' 3 1 5x6 = ST1.5x8 STP= 4-0-13 4.0-13 3x10 11 oxe — 7-0-0 2-11-3 Plate Offsets (X,Y)-- [1:0-2-4,0,0-1], [4:Edge,0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell' Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC. 0.38 Vert(LL) 0.05 5-7 >999 240 . MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.07 5-7 >999 180 BCLL 0.0 Rep Stress Incr . NO WB .0.56 Horz(CT) 0.01 4 n/a n/a BCDL. 10.0 Code. FBC2020/TP12014. - Matrix -MP Weight: 40 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4_SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins, BOT CHORD 2x6.SP No.2 except end verticals. WEBS 2x4 SP No.3 . BOT CHORD Rigid ceiling directly applied or 7-8-13 oc bracing. REACTIONS. (size) 1=0=8-0,.4=Mechanical Max Horz 1=184(LC 8) Max Uplift 1=581(LC 8), 4=-663(LC 8) Max:Grav 1=1268(LC 1), 4=1249(LC 1) FORCES. (lb) -Max. Comp,/Max. Ten. -All forces 250 (lb) or]ess except when shown. TOP CHORD 1-2=-1600/705 BOT CHORD 1-5=-757/1429, 4-5=-757/1429 WEBS 2-5=-681/1480, 2-4=-1755/930 NOTES- 1) Wind: ASCE 7-16; VuIt=1 60mph. (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 20.6psf 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 581 lb uplift at joint 1 and 663 lb uplift at . joint 4. . 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 670 lb down and 348 lb. up at 1-4-12, and 670 lb down and 348 lb up at 3-4-12, and 670 lb down and 348 lb up at 5-4-12 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: 1-3=754, 1-4=-20 Concentrated Loads (lb) Michael S. Magid PE No.53681 Vert: 8=-670(F) 9=-670(F) 10=-670(F) . MiTek USA, Inc. FL Cett 6634 0904.Puke East Blvd. Tampa FL33610. Date: . . • June 8,2021 A WARNING - Verity 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 for4n 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 permanenfbracing 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. . ANSVTPII 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 2265 CR 3CAR T24252316 2776593 E7S JACK -OPEN TRUSS 1 1 Job Reference (optional 6Ulloers rlrsiJuurce trlant uny, rL.b rlant ld1y, rL-_ddbb/, U.43U S.May.1Z,ZUZ1 MI I eK InaUSIneS, Inc. Mon Jun / 14:bl:1U ZUZ1 rage 1 I D:ZYc6AOG N bVAf Fo 43ovpJT9ypvsQ-.FIf9TgITZMfmq) XtOJ80v52BN Ri wa99Xm D QNd2zBe R F 7-0-0 7-0.0 Scale=1:22.9 2 1' ST1 4x4 = 3 7-0-0 Plate Offsets (X,Y)-- [1;0-1,12,Edpe] LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.99 Vert(LL) 0.25 3-6 >327 240 . MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC0.96 Vert(CT) -0.22 3-6 >376 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code Fl3C2020/TPI2014. . Matrix -MP Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD: 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORb' 2x4.SP No.2 BOT CHORD Rigid ceiling directly applied. . REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=186(LC 10) Max Uplift 1=-69(LC 10), 2=-167(LC 10) Max Grav 1=265(LC 15), 2=202(LC 15), 3=125(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250.(Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat.. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 tabearing plate capable of withstanding 69 lb uplift at joint 1 and 167 lb uplift at joint 2. Michael S. Magid PE N6.53681 MiTek USA, Inc. FL Cert 6634 6904Nft East Blvd. Tampa FL 33610 Date: • June 8,2021 7-0-0 Q WARNING - Verity 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 building design.. Bracing indicated is to prevent buckling of individual trussweband/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. . ANSbTPlt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ! Qty Ply 2265 CR 3CAR T24252317 2776593 E7V JACK -OPEN TRUSS 3 1 Job Reference (optional) timaers rlrsibource trlant Gtty, rLJ, marl l:ay, rl_ - C13bbf, ti.4Ju s may l e zuzl mi t eK Inousines, Inc. Mon Jun f 14:bl:iu zuzl rage l ID:6gDIOH2OVegl Nkl sxoNemzyuULB-FIf9TgITZMfmgjXtOJ8Ov52DGRieaBYXmDQNd2zBeRF -1-4-0 5.8-8 7-0-0 1-4.0 5-8-8 1-3-8 Scale=1:22.9 ' 9 N .5x8 t 6 6. o, 3.50 12 3x4 I Plate Offsets (X,Y)-- [2:0-1-13,0r0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weil Ud PLATES GRIP TCLL 20.0 Plate Grip DOL .. 1.25 TC. . 0.87 . Vert(LL) 0.33 6-9 >250 240' MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC0.72 Vert(CT) -0.28 6-9 >300 160. BCLL 0.0 ' Rep Stress Incr . YES WB 0.10. HOrz(CT) -0.04 4 n/a n/a BCDL. 10.0 Code.: FBC20201TP12014, Matrix -MP Weight: 27 lb FT = 20% LUMBER- BRACING - TOP CHORD' 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 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) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=241(LC 10) , Max Uplift 4=-45(LC 10), 2=-172(LC 10), 5=-114(LC 10) Max:Grav 4=118(LC 15), 2=341(LC 15), 5=171(LC 15) . FORCES. (lb) -Max. Comp./Maio. Ten. -All forces 250 (lb) or.less except when shown. WEBS 3-6— 124/348 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=.15ft; B=45tt; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=.0:18; MWFRS (directional) and C-C Exterior(2E) zone;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 2-070 wide will fit between the bottom chord and any other members. . 5) Refer to girder(s) for truss to truss connections. 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 45 lb uplift at joint 4, 172 Ito uplift at joint 2 and 114 lb uplift at joint 5. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 0904;Parke East Blvd. Tampa FL 33610 - Date: " June 8,2021 .� 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 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 2265 CR 3CAR T24252318 2776593 E7V1 Jack -Open 1 1 Job Reference (optional) ouuuers nrstauurce tnant L111y, rLr, rlant uny, rL. - :73013/, d.43U s May 1 e-zuei MI I eK mausines, inc. MOn dun i 14:a1:11 zuzl rage l ID:6gDIOH2OVeglNklsxoNemzyuULB-kxDYgAl5KgndSs63y1gFSIbV7r6AJcOh?tAwAUzBeRE 1-4-0 5-6.8 1-4-0 5-6-8 1-5-8 ' Scale=1:22.8 d 1 3x4 5-6-8 5-6-8 1-5.8 N u) N m u) Plate Offsets (X,Y)-- [2:0-2-1,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC.. 0.41 Vert(LL) 0.12' 6-12 >722 240 MT20 244/190 TCDL 7.0 Lumber DOL .1.25 BC 0.64 Vert(CT) -0.10 6-12 >808 180 BCLL 0.0 Rep Stress Incr . YES WB .0.00 Horz(CT) -0.03 5 n/a n/a BCD.L. 10.0 Code. FBC2020fTP12014 Matrix -MP ...Weight:, 29 lb FT'=20%. LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-14 oc bracing. REACTIONS 4 h 12-0 8 0 5—M h I (slze). = ec antca , — — ec anlca Max Horz 2=241(LC 10) Max: Uplift 4=-102(LC 10), 2=-160(LC 10), 5=-38(LC 10) Max Grav 4=137(LC 15), 2=363(LC 15), 5=194(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. . TOP CHORD 3-8=-744/683 BOT CHORD 2-6=-936/828, 3-6=-786/889 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;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 2-070 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at. joint(s); 2 considers parallel to grain value using ANSI1TPI 1 angle to grain formula. Building designer should verify . capacityof bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 4, 160 lb uplift at joint 2 and 38 Ito uplift at joint 5. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 ® WARNING - Verity designparameters 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 compogenl, 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 pennanentbracing MOW 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 Duality 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 ' Oty Ply 2265 CR 3CAR T24252319 2776593 E7V2 Jack -Open. 1 1 Job Reference (optional) builders rIrsitno urce trlant L:ny, t-L), rlant L:ny, rL - 33bb I, b.43U S.may I zuzl mi I eK Inausines, Inc. mon Jun i 14:b1:1 z zuei rage 1 ID:6gD IOH2OVegl Nkl sxoNemzyuULB-C7nwuW mj4zvU3OhG W kBU? W 7aG FPY23egEXvUiwz8eRD -1-4.0 3 6 8 7-0-0 1-4-0 3-678 3-5.8 Scale = 1:22.9 4 r 3x4 4 Plate- Offsets (X,Y)-- [2:0-1-13,0-0-8), [3:0-1-12,0-2-0) LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (toc)_ I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.77 Vert(LL) 0.26' 6 >320 240 MT20 244/190 TCDL TO Lumber DOL 1.25 BC 0.82 Vert(CT) . -0.24 5-6 >353 180 BCLL 0.0. ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.08 5 n/a n/a BCRL.. 10.0 Code FBC2020fFPl2014 Matrix -MP Wei ght,27Ib 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 6-1-10 oc bracing.' REACTIONS. (size). .4=Mechanical, 2=0-8-0, 5=Mechani6al Max Horz 2=241(LC 10) Max Uplift 4=-133(LC 10), 2= 159(LC 10), 5=-18(LC 10) Max Grav 4=177(LC 15), 2=365(LC 15), 5=143(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or:less except when shown. TOP CHORD 3-8= 778/679 BOT CHORD 2-6=-939/847, 3-6=-807/896 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft;.B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Build(ng 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 psi bottom chord live load nonconcurrent with any other live loads. 4).* This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 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 133 lb uplift at joint 4, 159 lb uplift at joint 2 and 18 lb Uplift at joint 5. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cott 6634 6904.Parke East Blvd. Tampa FL 33.6.10 Date: June 8,2021 .® WARNING -Verify designparameters 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and pennanent'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 . ANS11TPlr 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 2265 CR 3CAR T24252320 2776593 E7V3: JACK -OPEN 1 1 Job Reference (optional) builders mrstbource triant uity, V-Lf,: rtant tiny, t-L - ;lsbbl, b.4au s may i z zun mi i eK ineusines, inc. mon dun t 14:ot:ts zurt rage 1. ID:6gDIOH2OVegl Nkl sxoNemzyuULB-gJL15snLrHi LhAFS3SijXjgnzfg6nTh_SBfl ENz8eRC -1-4-0 1-6-8 4-1-2 7-0-0 � 1-4.0 1-6-6 2-6-10 2-10-14 Scale = 1:22.6 ] ] 6.00 F12 2x4 Q 4 N m 4x6 i 3 2 Io 6• .7 3x4 3.50 52 ST1.5x8:STP = .. . .. - 168 700 1-6-8 5-5-8 ' Plate.0 sets (X,Y)-- (3;0-1-9,0-1-12] LOADING (psf) SPACING- 2-0-0: CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC_ . 0.58 Vert(LL) -0.08 3-7 >999 240: MT20 244/190: TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.17 3-7 >488 180 BCLL 0.0 Rep Stress ]nor YES WB 0.21 Horz(CT) -0.06 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014, : Matrix -MP 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 puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 7=Mechanical, 2=0-8-0 Max, Horz 2=241(LC 10) . Max Uplift 5=-59(LC 10), 7=-101(LC 10), 2=-181(LC 10) Max Grav 5=59(LC 15), 7=232(L615), 2=322(LC 15) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-284/303 BOT CHORD 3-7=-594/368 WEBS 4-7=-426/690 NOTES- . .1) Wind: ASCE 7-16; Vdlt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C;. Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and, right exposed;C-C for members and forces & MW FRS for reactionsshown; 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) n/a 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.20.0psf. on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the'bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) 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.: . 8) Provide mechanical connection _(by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 5, 101 lb uplift at joint 7 and 181 lb uplift at joint 2. Michael S. Magid PE N6.53661 MiTek USA, Inc. FL Cert 6634 6904;Parke East Blvd. Tampa F1:33,810 Date: . June 8,2021 Q WARNING - Verify designparameters 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 . building_design.. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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. . ANS11TPIr 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 2265 CR 3CAR T24252321 2776593 E22 Jack -Open Truss 1 1 Job Reference (optional) bulloers rlrsl0ource trlanr l.lry, rL), rlanl ldry, rL - JJJO/, 0.40U s may !4:4yZ r IVII I eK aluusures, rr lc. IviulI our / 19:0I:ur euz I raye r ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-rAz1 qpiaG,RGCzFoIjBbJISQuMEtmNoP54Fgljz8eRl 2-2-8 2-2-8 Scale=1:10.1 . 2x4 = 228 2-2-8 Plate Offsets (X,Y)-- [1:0-1-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udef : Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC _0.08 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 . Vert(CT) -0.00 6 >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 :FBC2020/TPI2014 . Matrix -MP Weight:.7.lb FT = 20 LUMBER- BRACING - TOP CHORD2x4 SP No.2 TOP CHORD .Structural wood sheathing directly applied or 2-2-8'oc purlins. 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=58(LC 10) Max Uplift 1=-21(LC 10), 2=-47(LC 10), 3=-5(LC 10) Max Grav 1=82(LC 15),'2=58(LC 15), 3=38(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=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 alive load of'20.Opsf on the bottom chord in. all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) ,Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to -bearing plate capable of withstanding 21 lb uplift at joint 1, 4.7 lb uplift at joint 2 and 5 lb uplift at joint 3. Michael S. Magid PE No.63681 MiTek USA, Inc. FL Cott 6634 6904:Parke East Blvd. Tampa FI.33610 Date: June 8,2021 .A WARNING - Verity 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, . 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 Jab a Truss Truss Type Qty Ply 2265 CR 3CAR T24252322 2776593 G1 Special Truss 3 1. Job Reference (optional) rsuuaers rtrsraource friani airy, rLj, rianr L,ny, rL - 0o001, O.voV s may re cuc i wn r en uruusuies, nic. rwun dun r iy.a r. iv cVu raye i I D:6gDIOH2OVegl Nkl sxoNemzyuULB-8 Wvg l Cozcb9CJKged9Dy4xb?725U W wn7hrObmpzBeRB -1-4-0 4.9-8 9-4=0 13-10-10 , 18-B•0 .1-4=0 4-9-6 4-6-10 4-6-10 4-9-6 " Scale=1:33.1 4x4 = 4.. 4x4 = 5x8 = 4x4 =. 9-4-0 18-8-0 9-4-0 9-4-0: Plate -Offsets (X Y)-- [6:0-1-4,Edge1, [7`.0-4-0,0-3-01 'LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc). I/defl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TIC . 0.43 : Vert(LL) : -0.12 7-10 >999 240. MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79. Vert(CT) -0.26 7-10 >866 180 BCLL 0.0..'. Rep Stress Incr. YES WB 0.22 : Horz(CT) 0.03' 6 n/a n/a BCDL 10.0 Code FBC2020/fP12014. Matrix-MSH F. Weight: 83lb FT=20% : LUMBER- BRACING - TOP CHORD . 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0713 oc purlins. BOT CHORD:. 2x4-SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-4 oc bracing. WEBS - 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=211(LC 9) - Max Uplift 6=-309(LC 10), 2=-416(LC 10) Max.Grav 6=688(LC 1),.2=765(LC 1) FORCES. (lb) - Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. TOP. CHORD 2-3=-1162/988, 3-4=-875/739, 4-5=-876/741, 5-6=-1170/1016 BOT CHORD 2-7=-775/1073, 6-7=-813/1032 WEBS 4-7=-310/531, 5-7=-41 B%486, 3-7=-403/443 NOTES- . "1) Unbalanced roof live loads have been considered for this.design. 2) Wind: ASCE 7716; Vult=160mph (3-second gust) Vasd=124nil TCDL=4.2p4f; BCDL=5.8psf; h=15ft; B=45f; L=40ft; eave=511`t; Cat. II; Exp:C;:Encl. ;:GCpi=O.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-4-0, Exterior(2R) 5-4-0' to 13-4-0, Intenor(1) 13-4-0 to 14-8-0," Exterior(2E) 14-8-0 to 18-8-0 zone;C-C for members and forces & MW FRS 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 alive load of 20.Opsf on the bottom chord in all areas where a'rectangle 3-6-0 tall by 2-0-0 wide ' will fit between the bottom chord and any other members. 6) :Refer to girder(s) for truss AD truss connections. 7) ,Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint 6 and 416 lb uplift at joint 2. Michael S. Magid PE No.6681 MiTek USA, Inc. FL Cert 6634 s. East Blvd. Ta p 6904:Parke m aFL338,10 ; Date: .. June 8,2021 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 MlTelc® connectors. This design is based dnly upon parameters shown, artilis fo�;an Individual building component, not �' - " :a truss system. Before use, the building designer must verity the applicability of design parameters and properiyincorporate 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 permanentbracing 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 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 7 ly T24252323 2776593. G7 Special Truss 1' 1 Job Reference (optional) muimers ru5mource, rlam idly, rL.-JJJDJ' - _ 0.4QU s_IVlay IG eve IVu, UK Illuubules, 1—. 1 U. d 11 O I6.9 , cuc, rage , I D:6gD IOH2OVegl Nkl sxoNemzyuULB-rW dBzebLkGfeekfrj Sk3i7XpXrBI E4_9zpyFKaz81Xk . 1-4-0 7.0-0 9-0-12 $-11-4 12-0-0 17-0-0 19-4-0 23-8-12 28.8-0 30-0-0, 1-4-0 7-0-0 2-0-12 10- 2-0-12 : 5-0-0 2-4.0 4-4-12 4-11-4 1-4.0 Scale = 1:54.1 4x4 11 ST1.5xB STP = 2x4 11 3xB i 48 = 8x10 = 5x6 = 4x8 = ST1.5x8 STP = 4x4 = 7-0-0 9-0-12 9 i t 4 12-0.0 19-4.0 28-8-0 7-0-0 2-0-12 -10- 2-0.12 : 7-4.0 9.4-0 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [3:0-5-12,0-2-0], [9:0-1-12,Edge] [14:0-2-4,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)I/dell Ud -PLATES GRIP TCLL 20.0 Plate, Grip DOL 1.28. TC 0.77 Vert(LL) 0.33 13 >999' 240 MT20 .. 244/190 TCDL . . 7.0 Lumber DOL . : 1.25 BC : 0.77 -. Vert(CT)-0.43.11-13 >796 180 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2020fTPI2014 Matrix-MSH Weight:174lb FT=20% LUMBER- a BRACING - TOP CHORD_ . 2x4 SP No.2 *Except* TOP CHORD Sheathed or 2-3-1 oc purlins.. 1-3: 2x4 SP M 31, 3-6: 2x4 SP No.1 BOT CHORD. Rigid ceiling directly:applied or.5-3-13 oc bracing... BOT CHORD 2x4 SP No.2 *Except* 2-12: 2x6.SP:M 26, 9-12: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS: (size) 2=0-8-0, 9=0-8.0. Max Horz 2=219(LC 7) Max Uplift 2=-1307(LC 8), 9=-.919(LC 8) Max Gray:2=2402(LC 1), 9=1727(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4786/2492, 3-4=-4941/2673, 4-5=-5141/2734, 5:-20— 5153/2743, 20-21=-5153/2743, 6-21=-5153/2743, 6-7=-2993/1561, 7-8=-3038/1544, 8-9=-3301/1700 BOT CHORD 2-15=-2050/4209,.14-15=-2057/4232, 14-22=-2404/4895, 13-22= 2439/4962, 12-13=-l932/4116,11-12=-1934/4115,.9-11= 1387/2934 WEBS 3-15=-146/564, 3-14=-766/1388, 4-14=-370/205; 5-13= 264/223, 6-13=-750/1236, 6-11=-2599/1447,'7-11=-1215/2454, 8-11=-377/292, 4-13=-95/560 NOTES- 1) :Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult-1 60mph. (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=1511; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 :anyother live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • - will fit between the bottom chord and any other members. •7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1307 lb uplift at joint 2 and 918 lb uplift atjoint 9. :. . 8) ,Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114' lb down and.148 Ib.up at 7-070, and 87 lb down and 1641b up at 9-0-12 on top:chord; and 371 lb down and. I,941b up at 7-0-0, and 65 lb down at 9-0-12, and 1251 lb down and 699 Ib up at 9=11-4 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B): Michael S. Magid PE N6.63681 MITek USA Inc FL Cert 6634 LOAD CASE(S) Standard: r6904:Parke East Blvd. Tampa FL 33610 Date:..' WARNING -Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 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. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing �► I� 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 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 russ Truss Type Qty Fly - T24252323 2776593 G7 Special Truss 1' .1 Job Reference (optional) :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 fo'r an individual building component, not �' . a truss system. Before use, the building designer must verify the, applicability of design parameters and properlyincorporate 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 1TeW 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 bracingoftrusses and truss systems, see. : ANS11Tp11 Quality Criteria, OSB-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 Oily Ply 2265 CR 3CAR T24252324 2776593 G9 Hip Truss 1 1, Job Reference (optional) tduimers mrst5ource (rlant city, FL), riant city, rL - d3bbf, -1-4-0 , 4.6-10 9-0-0 144-0 1-4-0 46-10 4-5-7 .5-4.0 6.43U S-may IZ ZUZ1 mi I eK Inauslnes, Inc. Mon Jun r 14:b1:Z3 ZUZI rage i 6AOGNbVAfFo43ovpJT9ypvsQ-N Fx4BHvcVMHwuiONfYt3xg4YChBy7zYS114Zboz8eR2 19-8-0 24-1-7 , 28.8.0 30-0-0 , 5-4-0 4-5-6 4-6-9 1-4,0 Scale=1:52.1 4x4 = 4 3x4 =: 4x4 21 5 22 6 ]C1 0 3x4 3x8 = 4x4 = 3x8 = 3x4 9-0-0 19.8-0 28.8-0 9.0-0 10-8-0 9-0.0 Plate Offsets (X,Y)-- [2:0-2-10,0-1-81, [8:0-2-10,0-1-8]- - - - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.22 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.47 10-12 >730 180 BCLL 0.0, ' Rep Stress Incr YES WB 0.31 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC202OfTP12014 Matrix-MSH Weight: 140lb FT=20% LUMBER- BRACING - TOP CHORD 2x4.SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins. BOT CHORD. 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4'SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-213(LC 8) Max Uplift 2=-580(LC 10),.8=-580(LC 10) Max Grav 2=1133(LC 1), 8=1133(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. . TOP CHORD 2-3=-1979/1274, 3-4=-1704/1070, 4-5=-1485/1031, 5-6=-1485/1031, 6-7=-1704/1070, 7-8=-1979/1274 BOT CHORD 2-12=-973/1787, 10-12=-852/1668, 8-10=-973/1749 WEBS ... 3-12=-378/357, 4-12=-205/505, 5-12=-335/260, 5-10=-335/260, 6-10=-205/505, .. 7-10=-379/357 :. 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=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=56; Cat. .II; Exp C; Encl., 6Cpi=0.18; MWFRS (directional) and C-C Extedor(2E) =14-0 to 2-8-0, Intedor(1) 2-8-0 to 3-4-2, Extedor(2R) 3-4-2 to 25-3-14, Interior(1) 25-3-14 to 26-0-0, Exterior(2E) 26-0-0 to 30-0-0 zone;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 fall 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 580 Ib uplift atjoint 2 and 580 lb uplift at. joint 8. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 ..:0 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. M: 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?PII 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 2265 CR 30AR T24252325 2776593 G11 Hip Truss 1 1 Job Reference (optional) builders rlrstbource (F ianl L; ty, I-L), Mani city, FL-33567, 6.43U S:May.1"L:'LU21 MI I eK In11UStneS, Inc. Mon Jun / 14:bl:lb 2U21 rage 1 I D:ZYc6AOG NbVAf Fo43ovpJT9ypvsQ-ci S2 W Ypb N uH3wU PrBskBc8l7KS PQFM u GwV.88J Fz8e RA 1-4-0 6.6-0 11-0-0 15.0-0 5-9- 18.5-8 22-5-15 : 28.8.0 30-0-0 1-4-0 6.6-0 4.6-0 4-0-0 9- 2=6-0 4-0-6 6-2-2 1-4.0 Scale = 1:53.1 . Sx6. 4x4 — 4 23 — 5 644 = _ 4x4. . ..�.I. 0 4x4 3x4 = 3x6 =3x4 = .3x8 = 4x4 9-1-6 15-0-0 1(3-5 8 28-8.0 C . 6 a LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft: Ud PLATES GRIP TCLL 20.0 _ Plate Grip DOL 1.25 TIC 0.59 Vert(LL) -0.25 11-20 >999 240 : MT20 244/190 TCDL 7.0 Lumber DOL .1.25 BC 0.94. Vert(CT)-0.53.11-20 >650 180. . BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.07 9 n/a n/a BGDL; 10.0 Code FBC2020/TPI2014. Matrix-MSH Weiglit:.156 lb FT = 20% LUMBER- BRACING- .. D TOP CHOR2X4.SP No.2 TOP CHORD :. Structural wood sheathing directly applied or 3-6-9:oc purlins. BOT CHORD: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP.No.3. - REACTIONS. (size) 2=0-8-0,.9=0-8-0 Max Horz 2=-254(LC 8)_ .Max'Uplift 2=-580(LC 10), 9=-580(LC 10) Max Grav 2=1133(LC 1), 9=1133(LC 1) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1884/1167, 3-4=-1683/1099, 4-5=-1363/1015, 5-6=-1474/1076; 6-7=-1384/982, 7-8=-1599/1032, 8-9=-1881/1193 BOT CHORD 2-14=-845/1700, 13-14=-539/1295, 11-13=-639/1446,9-11=-874/1650 WEBS .3-14=-386/372, 4-14=-209/514, 5-13=-275/435, 6-13=-549/366, 7-11=-257/520, 8-11=412/376 . . NOTES- 1) Unbalanced roof live loads have been ;considered for this design. 2) Wind: ASIDE'7-i6; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45111; L=40ft; eave=56; Cat.. II; Exp C, Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0-to 2-870, Interior(i) 2-8-0 to 5-4-2, Extedor(2R) 5-4-2 to 15-0-0, Exterior(2E) 16-0,0 to 15-9-8, Exterior(21`1) 15-9-8 to 24-1-6, Interior(1) 24r1-6 to 26.0-0, Exterior(2E) 26-0-0 to 30-0-0 zone;C-C for members and forces & MW FRS 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 9 9. 1 9 P. � 9 PP to the use of this truss component. 4) Provide adequate Idrainage 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 alive load of 20.Opsf on the.bottom chord in all areas:where a rectangle 3-64tan by 2-0-0 wide will fit between the bottom chord and any other members:. _ 1) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 580 lb uplift at joint 2 and 580 lb uplift at joint 9: .. w. Michael S. Magid PE No.0681 MiTek USA, Inc. FL Cert 6634 East Blvd Ta 6904:Pa�ke Tampa,FL 336.10 Date: ..:. .. June 8,2021 WARNING - Verify design parameters and READ NOTES ON.THIS AND INCL DED -0BEFORE USE.: :® ty g p U MITEK REFERENCE PAGE 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 ndivrev.5/uildin . a truss system. Before use, the building designer must verify the applicability of design parameters and properiy.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 ANSUTP11 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 2265 CR 3CAR T24252326 2776593 G13 Special Truss 1 1. Job Reference (optional) esuuaers rirsmource kmant cny, t-L), riant Ulty, 1-L - sJbbf, 1:1.4su S May 1 z:zuzl Mt I eK inauslnes, Inc. Mon dun / 14:b1 a / zuz1 rage 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-Y5apxDgsvWXnAnZDIHmftZrOl G4JjE2ZNpdFN8z8eR8 1-4-0 6.9-4 13-0-0 17-9.8 20-5-8 28-8-0 30-0-0, Y-4-0 6.9-4 6-2-12 4-9-8, 2-8-0 8-2-8 1,4-0 Scale=1:54.1 4x6 = . 6.00 F19 4 21 r. T a cm 1:7 C 3x4 = 3x4 3x4 _ 4x8 = 2x4 = 3x4 _ 9-2-0 17-9-8 20-5.8 28-8-0 9-2-0 8-7-8 2-8.0 Plate Offsets ( ,Y)-- [2:0,0-12,0-0-0], [3:0-3-0,0-3-0], [6:0-5-4,0-2-0], [7:0-0-12,Edge]_ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC:.' 0.90 : Vert(LL) .-0.24:10-12 >999 240 MT20 244/190 TCDL 7.0, Lumber DOL 1.25 BC : 0.91 . Vert(CT) . -0.42. 10-12 >826 180 BCLL .0.0 Rep Stress Incr . . YES WB 0.44. Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code :FBC2020/TP12014 Matrix-MSH Weight: 141 lb FT = 20% : LUMBER- BRi4CING- TOP CHORD 2x4 SP No.2 *Except` : TOP CHORD ' :.:Structural wood sheathing directly applied. 6-8:, 2x4 SP No.1 BOT CHORD ..Rigid ceiling directly applied or 5-6-10 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 4-10 2-11: 2x4 SP No.1 .:. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max:Horz 2=-294(LC 8). Max Uplift 2= 580(LC 10), 7=-580(LC 10) ... .. . Max Grav 2=1330(LC 15), 7=1326(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when Shown. TOP CHORD 2-3=-2171/1275, 3-4=-1989/1230, 4-5=-2323/1614, 5-6=-1991/1330, 6-7=-2060/1256 BOT CHORD 2-12=-905/2102, 10-12=-514%1404, 9-10=-882/1759, 7-9=-881/1750 WEBS 3-12= 442/423, 4r12=-281/867, 4-10=r797/1318, 5-10=-1151/884, 6-10=-157/470, 6-9=-31/269 NOTES- " 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4:2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat.' I1; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-870; interi6r(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 17-0-0, Interior(1) 17-0-0 to.17-9-8, Exterior(2R) 17-9-8 to 24-5-8, Interior(1) 24-5-8 to 26-0-0, Exterior(2E) 26-0-0 to 30-0=0 " 'zone;C-C for members and forces & MWFRS:fo.r 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 desigrled,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 --:I 0.0opf 7) Provide mechanical connection (by others) of truss to bearing plate capable of, withstanding 580 lb uplift at joint 2 and 580 lb uplift at joint 7.: ..:: . Michael S. Magid PE NoM681 MiTek USA, Inc. FL Cart 6634 East Blvd. Ta p 6904':Pa fke m a FL 33810 Date: June 8,2021 ::,& WARNING -Verify designparameters 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 foi an individual building component, not a truss system. Before use, the building designer must verify the, applicability of design parameters and propgdy.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 �►1g 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/lPl1 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 Qty Ply, 2265 CR 3CAR T24252327 2776593 G15 Special Truss 1 1 Job Reference (optional) tfullaerS rlrsibOUrce tviani l;ny, t-LJ,: Mant Lo ty, rL - 33bb/, q 8.43U S May ,12 2UZI MI I eK Industries, Inc. -Mon Jun 7 14:bl:18 2U21 rage 1 I D:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-OHBBBZrUgpfenxBPs?IuEnNZUgQ3SfLjcTMovaz8eR7 1-4-0, 6-9.4 13-0-0 49-9.8 22-5-8 28.8-0 30-0-0, 1-4-0 '.. 6-9-4 6-2-12 6=9.8. 2-8-0 6-2-8 174-0 Scale=1:54.1 4x6 6.00 F12 4 . 3x4 3x4 = _ 3x4 = - 3x4 _ 3x4 = . .... . 3x4 = 9-2-0 16-10-0 19-9-8 22-5-8 28-8-0 9-2-0 7-8.0 2-11-8 2-8-0. 6-2-8 Plate Offsets (X,Y)-- [2;0-2-10,0-1-81, [3:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well: Ud PLATES GRIP TCLL ' . 20.0 Plate Grip DOL 1.25 TC. : 0.92 . Vert(LL) .-0.20:10-12 >999 240 MT20 ..244/190 TCDL 7.0. Lumber DOL 1.25 BC . 0.94 Vert(CT) .-0.37.12-15 >926 180 BCLL 0.0 .' Rep Stress Incr. YES WB 0.56. Horz(CT) . 0.08: 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH :Weight: 138 lb FT = 20% LUMBER- BRACING- TOP CHORD2x4 SP No.2 TOP CHORD :Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD :Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS - 2x4 SP No.3 REACTIONS. (size) 2=0-8=0, 7=0-8-0 Max;Horz 2=-294(LC 8) .: Max Uplift 2=-580(LC 10), 7=-580(LC 10) Max Grav 2=1324(LC 15), 7=1320(LC 16) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or.leas except when shown.. . TOP, CHORD 2-3=-2149/1247, 3-4=-1967/1203, 4-5=-2064/1315, 5-6=-1974/1267; 6-7=-2198/1297 BOT CHORD: 2-12=-883/2085, 10-12=-499/1401, 9-10=-1243/2321, 7-9=-948/1882 WEBS 3-12= 446/412, 4-12=-279/834, 4-10=-506/1040, 5-9==681/451, 6-9=-321/739, 5-lb= 905/714 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=4.2psf; BCDL=5.8psf; h=1.5ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS'(directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 278-0 to 9-0-0, Exterior(2R) 9-0-0 to 17-0=0, Interior(1) 17-0-0 to.19-9-8,-Exterior(2R).19-978 to.26-0-0, Exterior(2E) 26-0-0 to 30-0-0 zone;&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 alive load of 20.Opsf on.the:bottom chord in all areas where a rectangle 3-6-0.tall by 2;0e0 wide . .. . will fit between the bottom chord and any other members, with BCDL = 10.Opsf. F) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 580 lb uplift at joint 2:and 580 lb uplift at joint 7... ..: Michael S. Magid PE No.0681 MiTek USA, Inc. FL. Cart $634 East Blvd Tam pa mpa FL 33810 : Date: June 8,2021 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 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 generatguide ce 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 2265 CR 3CAR T24252328 2776593 G17 .. Special Truss 1 1 Job Reference (optional) tduttaers rirsmource trianl u¢y, r-y, riam Idly, rL - 000b/, o.4au s 1vlay tz zue i ivn i eK inaustn-0es, mu. rvlun'J2u8n r .19.b 1: 1 V CVL 1 rnye 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-VTiZMvs6R7nVP5jcQip7n_wnB3mKB5Ksr76MSOz8eR6 21-9-8 244-0 6-9-4 1320-0 19.4-10 58 2-0 30 0J 1-4-0 6-9-4 6-4-10 2-4-14 2-8.4-.8 1-4-0 Scale=1:54.1 46 = 6.00 F12 4 3x4 = 3x4 = 3x4 = 4x8 3x4 = 3x4 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL)-0.22-11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC . 0.94 Vert(CT) -0.38 13-16 >900 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 : Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC2020lTPI2014 Matrix-MSH Weight:.141 lb FT=20% LUMBER- BRACING - TOP CHORD . 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0,:8=0-8-0 Max Horz 2=294(LC 9) Max Uplift 2= 580(LC 10),_8= 580(LC 10) Max Grav 2=1323(LC 15), 8=1318(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2146/1218, 3-4=-1963/1173, 4-5= 2119/1304, 5-6=-3320/1888; 6-7=-2902/1650, 7-8=-2253/1315 BOT CHORD 2-13=-878/2082, 11-13==490/1396, 10-11 =-1 169/2314, 8-1 0=-1 003/1971 WEBS 3-13=-449/419,4-13=-282/836,4-11=-521/1111,5-11=-914MIJ3,5-10=-523/1078, 6-1 0=- 1444/852, 7-10= 554/1172 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=i60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft;.B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8.0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 17-0-0, Interior(1) 17-0-0 to 21-9-8, Exterior(2R) 21-9-8 to 26-0-0, Exterior(2E) 26-0-0 to 30-0-0 zone;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 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 flit 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 580 lb uplift at.joint 2 and 580 lb uplift at joint 8. p. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904:12arke East Blvd. Tampa FL 33610 Date: - June 8,2021 ® 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 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 .. 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 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldort, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Oty Ply 2265 CR 3CAR T24252329 2776593 G19 Special Truss 1 1 Job Reference (optional) timaers mrsl50urce trlant tiny, FL), • mant Glty, rL - 33b6i, -1-4-0 , 5-0-6 6-9-4 , B-4-11 6.00 F12 t3.43U s May iz zuZi MI I eK I D:ZYc6AOGNbVAfFo43ovDJT9VDVSQ-zaG)O 4x4 = 4 Ina, Man Jun i 14:b I:CU CUL I rage i lo_QKMJ CTxwT6MwTg 73nnr_TzBe R5 26.5-8 28-8.0 130-0-0, 2-8-0 2- ,, 1 0 Scale=1:54.1 n ur m r T� 0 3x4 = 3x4 = 3x4 = 4xl2 = 3x4 = 3x4 5- 8-4-11 8 2 q 16-7-0 16 1 p-0 23.9-8 26-5-8 28-8-0 8.4-11 9• 7.5-0 0- •0 6.11-8 2-2-8 Plate Offsets (X,Y)--[2:0-2-10,0-1-81,[3:0-3-0,0-3-01,[5:0-3-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc). Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC.0.79 Vert(LL) 0.32.10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT)-0.54.10-11 >634 180 BCLL 0.0 Rep Stress Incr . NO WB 0.89 Horz(CT) 6.07 8 n/a n/a BCDL 10.0 Code .FBC2020/TPI2014 Matrix-MSH Weight: 141 lb FT = 20%. LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-12 oc puriins. BOT CHORD 2x4 SP No.2 'Except BOT CHORD . Rigid ceiling directly applied or 6-5-13 oc bracing. 2-12: 2x4 SP.No.1 . WEBS 2x4 SP No. 3 REACTIONS. (size) 2=0-8-0, 8=0-8-0. Max Horz 2=-294(LC 6) Max Uplift 2=-581(LC 8), 8=-588(LC 8) Max Gram 2=1316(LC 13), 8=1287(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2128/881, 3-4=- 1 946/847,:4-5=-2142/932, 5-6=-4818/1883, 6-7=-4016/1521, 7-8=-2322/913 BOT CHORD 2-13= 631/2066, 11-13=-30611387, 10-11=-800/2268, 8-10=-714/2047 WEBS 3-13=-448/358, 4713=-228/822, 4-11=-381/1145, 5-11=-848/505, 5-.10=-899/2483, 6-1 0=-2240/952,7-10=-762/2140 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=1 60mph. (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 alive load of 20.Opsf on the bottom chord 16 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 581 lb uplift at joint 2:and 588 Ib uplift at joint 8. .. .. .. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support_ concentrated load(s) 4 lb down and 10 lb up at 26-5-8 on top chord, and 5 lb down and 23 lb up at 26-4-12 on bottom chord. The design/selection'of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front:(F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live'( balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Pit) Vert: 1-4=-54, 4-6=-54; 6-7=-54, 7-9=-54, 14-17=-20 Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: " June 8,2021 :Q WARNING -Verity 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 pennanenrbracing MOW 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. . ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Informationavailable 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 2265 CR 3CAR T24252329 2776593 G19 :: Special Truss 1 1 Job Reference (optional) owwers nrstouurce triant uny, rLl,: - rlanl uty, rL-aJbbl, LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 7=9(B) 22= 5(B) t5.4JU S May I'L'LULI MI I eK Industries, Inc. Mon Jun / 14:bl:2U zULI rage 2 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-zgGxZFskCRvM1 Flo_QKMJCTxwT6MwTg?3nrv_Tz8eR5 A WARNING -Verify designparameters 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 in individual building component, riot t a truss system. Before use, the building designer must verify the applicability of design parameters and Prdpedy)ncorporate 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, DSO-89 and BCSI Building Component 6904 ParkeEast Blvd. Safety Informationavailable from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2265 CR 3CAR T24252330 2776593 GX Special Truss 1 1. Job Reference (optional) DUimurb ruatauurce mum "Ity, rL/,: MUIR t.ny, rL - aa00/, m4JU s May 1 e euei m1 I eK Inausmes, Inc. Man Jan / l4:ol :z4 zuzl rage l I D:6gD IOH2OVegi Nki sxoNemzyuULB-rRVSPdwFGfQnW sbZDFP I U2dm64g9sTOb_Pp67Ez8eR1 1-4-0 9-4-0 18-8-0 1-4=0 9-4.0 9-4-0 Scale = 1:35.3 4x4 = 6 v ctl.. m 11 IT �12��4xl �4x�—��l �15 ��14�13 1�,�l 6 5z6 = 18-8.0 18-8.0 Plate Offsets (X,Y)-- [2:0-4-0,0-2-11, [3:0-3-10,0-2-01, [9:0-3-10,0-2-01, [10:0-4-0,0-2-11, [15:0-3-0,0-3-01 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft: Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC - 0.20 : Vert(LL) . -0.00: 11 n/r 180 MT20 . 244/190. TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 11 n/r 120. BCLL 0.0 Rep Stress Incr . YES WB 0.08. Horz(CT) 0.00, 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014, Matrix-SH Weight: 97 lb FT = 20 % LUMBER- BRACING - TOP CHORD2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 P BOT CHORD' Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP.No.3 REACTIONS. All bearings 48-8-0. (lb) - Max Harz 2=-205(LC 8) Max Uplift All uplift 100 Ib or less at joints) 16, 17, 18, 14, 13, 12 except 2=-168(LC 10), 10=-168(LC 10) Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES. (lb) -Max. Comp./Maio. Ten. -All forces 250'(Ib) or less except when shown. TOP CHORD 5-6=-82/296, 6-7=-82/296 WEBS 3-18=-181/263, 9-12=-178/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; V6It=160mph:(3-second gust) V6sd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-470 to 2-8-0, Exteri6r(2N) 2-8-0 to 5-4-0, Corner(3R) 5-4-0 to 13-4-0, Exterior(2N) 13-4-0 to 16-0-0, Comer(3E) 16-0-0 to 20-0-0 zone;C-C for members and forces_& MWFRS for reactions' shown; Lumber DOL=1.60 plate grip DOL=1.60' 3) Truss designed for wind loads in.the-plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable; or consult qualified building designer as per ANSI/TPI 1. . 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) All plates are 2x4 MT20 unless otherwise' indicated. 6) Gable requires continuous bottom chord bearing. . . 7).Gable studs spaced at 2-0-0 oc..' 8) This truss has been designed for. a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 9) ' 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 anyother.members. 10) Lumber' designated with a "P" is pressure -treated with preservatives: Plate lateral resistance values have been reduced 20% where_ used in this lumber. Plates.should be protected from corrosion per:the recommendation of the treatment: company. Borate or other suitable treatment may be used if it does not corrode the plates. if ACCI, CBA, or CA=B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been Considered for this design.. Building designer to verify suitability of this product fogy its intended -use. 11) Provide;mechanical connection (by:others) of truss to bearing plate dapable of withstanding 1001b,uplift at joints) 16, 17, 18, 14, '13, 12, exceptat=Ib) 2=168, 10=168, Michael S. Magid PE N0.53681 MiTek USA, Inc. FL Cert 6634 6904Parke East Blvd. Tampa FL 33810 Date: June 8,2021 .Q WARNING - Verity designparameters 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 fbr an Individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properiyincorporate 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 coliapse:with possible personal injury and property damage. For general guidance regarding the . . . fabrication, storage; delivery, erection and bracing of trusses and truss systems, see . ANS11T'Pll Duality Criteria, DSO-89 and BCSI Building Component. 6904 Parke' East Blvd, Safety Information. available from Truss Plate Ins titute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type sty Ply 2265 CR 3CAR T24252331 :2776593 M Roof Special 3 1. Job Reference (optional) t3Ultders rlrstSource (rlant city, rL), Plant city, I-L - 33567, 1-4-0 6-7-4 1-4-0 6-7.4 8.430 s May 12 2021 Mil ek Industry ID:6gDIOH2OVegl Nkl sxoNemzyuULB-Jd3gczwtl, 1280 1380 21•4-0 6-0-12 1-0-0 7-8-0 . 7x8 II 4 3x6 I I Inc. - Mon Jun 7 14:51:25 2021 rage 1 1-4-0 .' .. Scale = 1:42.8 " . 3x4 = 2x4 .11 3x8 = 0-4-5 6-7-4 13.8.0 1Q-0r8 20-11-8 .. 21-4r0 d-4-g 6-2-12 7-0-12 -4- 6-11-0 0-4-13 (X,Y)-- [2:0-0-12,Edge], [6:0-0-8,Edge], [8:073-8,0-3-0], [11:0-3=8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl: Ud PLATES. GRIP TCLL 20:0 Plate Grip DOL 1.25 TC: 0.65 Vert(LL) :. 0.218-20 >427 240: MT20 244/190 TCDL 7.0 Lumber DOL .1.25 B& . 0.79 Vert(CT) 0.18. 8-20 >501 160. . BCLL 0.0 Rep Stress Incr YES WB 0.46 : Horz(CT) -0.02: 8 n/a n/a ... BCDL. 10.0 Code .FBC2020/TP12014 Matrix-MSH W.eight:.108 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 a TOP CHORD = _ "Structural wood sheathing directly applied or 6-0-0.oc puffins. BOT CHORD: 2x4.SP No.2 'Except BOT CHORD ..Rigid ceiling directly applied or 4-3-14 oc bracing. Except: 4-11: 2x4 SP.No.3 .. 4-9-0 oc bracing: 9-11 WEBS 2x4 SP N6:3 JOINTS 1 Braoe at Jt(s): 9 REACTIONS. (size) 2=0=4-0, 6=0-4-0, 8=0-4-0 Max Horz 2=397(LC 9) Max: Uplift 2=-616(LC 10),.6=-407(LC 10), 8=-702(LC 10) Max Gray.2=582(LC 1), 6=369(LC 20), 8=836(LO 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) oir less except when shown. ' TOP CHORD 2-3=-619/1263, 3-4==219/334,4-5=-313/489 ... . BOT CHORD. 2-12=-1402/486, 11-12=-1402/486, 9-11= 895/334, 4-9=-427/197 WEBS 3-12=-605/250,3-11=-503/1200,5-8=-457/654,4-8=;391/374 . 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=4:2psf; BCDL=5.8psf; h=1;5ft; B=45ft; L=40ft; eave=5ft;'Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 8-8-0, Exterior(2R) 8-8-0 . to 16-8=0, Interior(1) .16-8-0 to.18-8-0, Exterior(2E) 18-8-0 to.22-8-0 zone; cantilever left and right exposed ; end vertical 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,Desi ner / PPo'ect en ineer responsible for verifying applied. roof live load shown covers rain loading requirements' specific.. . 9. 1 9 P. to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load non.coppurrent with any other live loads. " 5) .'. This truss has been designed for alive load of 20.Opsf on.the:bottom chord in all areas where a rectangle 3-&0 tall by 2=0;0 wide will fit between the bottom chord and any other members. S) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=616, 6=407, 8=702. • Michael S. Magid PE N6.0681 MiTek USA, Inc. FL. Cert 6634 680 East Blvd Ta 4;Parke mpa FL 33610 Date: _.. Ju e 8,2021 . 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 witFi MiTek® connectors. This design is based only upon parameters shown, and:ls fogy 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 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. . ANSUTpl1 Quality Criteria, DSB-89 and BCSI Building Component. 6904TamP rk 6904 Padce'East BIJd: East B Safety Information. available from Truss Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 " " 36610 ' Job Truss Truss Type Oty . Ply 2265 CR 3CAR T24252332 2776593 M01 Monopitch : 2 1. Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s May 12.2021 MiTek Industries, Inc. Mon Jun 7 14:51:26 2021 Paget I D:6gD IOH2OVegi Nki sxoNemzyuULB-ngdCglxVnHgVIAIyKgRmZTi—ruCAKKi uSj IDB7z8eR? -1-4-0 7-8-0 1-4-0 7-8-0. Scale=1:27.2 2x4 I .. .... ... 3x6 11 4 3 6.00 F12 12 , 1] 1 13 14 5. 6 3x6 11 44 = 3x10 11 P 4 9 7-3-8 7-8-Q . 4- 6-11-0 4• ': - Plate Offsets (X Y)-- [2:0-2-4 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc); 'I/deft; Ud PLATES GRIP TOLL 20.0 . Plate Grip DOL .:: :1.25 TIC0.77 . Vert(LL) _ V& 6-10 >464 240' MT26 244/190 TCDL TO Lumber DOL 1.25 BC' . 0.73. Vert(CT) 0.16 6-10 >521 180. ' BCLL 0.0..* Rep Stress Incr . YES WB .0.28 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 :Code. FBC2020/TPI2014. Matrix -MP W eight:.43 lb FT = 20 /o . LUMBER- BRACING - TOP CHORD . 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0:oc purlins, BOT CHORD. 2x6 SP No.2 except end verticals. WEBS 2x4 SP.No.3 . . BOT CHORD Rigid ceiling .directly applied or 7r10-.10 oc bracing. REACTIONS. (size) , 6=0-3-8, 2=0-4-0 Max;Horz 2=272(LC7) Max Uplift 6=-239(LC 10),.2=-387(LC 10) Max:Grav 6=258(LC 1),2=370(LC 1) 'FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. . TOP. CHORD 34=-299/373, 45=-575/426 WEBS 3-6= 599/950 NOTES- . 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft;.eave=5ft; Cat. II; F C; Encl., GC I=0.18; MWFRS directional and CcC Exterior 2E 1-4-0 to 2-8-0; Interior 1 2-8-0 to 3-6-4, Exterior 2E 3-6-4 to 7-6-4 zone; cantilever left and right exposed ;.end vertical left and right exposed; porch left'exposed;C-C for members'end 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 fora 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 3-6-01all by 2-0-0 wide will fit between thebottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift_ at jbint(s) except Qt=lb)' 6=239, 2=387. Michael S. Magid PE N6.53681 MiTek USA, Inc. FL Cert 6634 804 East Blvd Ta 6 Parke mpa..: .. ' Pate:. .. _.. u e 8,2021 .::® 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 propertyincorporate 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 e'K• M! lT 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 Ouality'Criteria, DSO-89 and BCSI Building Component 6904 Parke East BIJd. safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610' Job Truss Truss Type Qty Ply 2265 CR 3CAR T24252333 2776.593 MG Flat Girder. 1 2 Job Reference (optional) Builders rtrst5ource (Nlant city, F-L), Plant Gny, hL-.33b6/, t3.43U s May 12ZU21 MI I eK mdustneS, Inc. Mon Jun 114:b1:26 2UZ1 rage 1 ID:6gDI OH2OVeg1 Nkl sxoNemzyuULB-ngdCglxVnHgVIAlyKgRmZTi70uDrKH ruSj I DB7z8eR? 3-8-8 7 4 0 I. 3-7-8 2x4 it 1- m 16 4x4 = 3x1011 Scale=1:26.2 4- 4- 3-8-8 .3-4-0 3x4 = 7-4-0 3-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.03 4-5 >999 240 MT20: 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.04 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.47 . Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 85 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purliins, BOT CHORD . 2x6 SP No.2 except end verticals: WEBS 2x4.SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=0-8-0, 5=0-3-8 Max Horz 5=-249(LC 6) Max Uplift 3=-909(LC 8), 5=-1098(LC 4) Max Grav 3=1868(LC 1), 5=2207(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2871/1406 BOT CHORD 4-5=-1206/2553, 3-4— 1206/2553 WEBS 2-5=-2904/1498, 2-4= 1140/2442 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: 2x6 - 2 rows staggered 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=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18;'MW F.RS (directional); cantilever left and right exposed; end vertical 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0.tall by 2-0-0 wide will fit between the bottom Chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at:jDint(s) except at=lb) , 3=909, 5=1098. . 8) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1182 Ib down and 596 Ib up at 1-4-12, and 1181 Ib down and 596 Ib up at 3-4-12, and 1181'Ib down and 599 Ib up at 5-4=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=7. 1.25, Plate Increase=1.25 Uniform Loads'(plf) Vert: 1-3=-54, 5-6=-20 Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6634 6904:Parke East Blvd. Tampa FL 33.610 Date: June 8,2021 .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. MiTek® connectors. This design is based only upon parameters shown, and is foi 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 ANSLITPlt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type l]ty Ply 2265 CR 3CAf3 T24252333 2776593 MG Flat Girder. 1 2 Job Reference (optional) 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, antl is for an individual building component, not - a truss system. Before use, the building designer must verify the appiicability 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 .. .. MITek• is always required forstability 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, OSB-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 2265 CR 3CAR T24252334 2776593 MX :. . GABLE 1 i. Job Reference (optional) CUIlrlers rlrst50urce (Plant l;ny, rL), • Plant Glty, rL-.3356/, ; ; 8.43U S May 12 2021 MI I eK Industries, Inc. Mon Jun 7 14:51:28 ZU21 rage 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-kCIzE_zlJuwD_UvKS5TEeuoKgiuuoBgBvinKF?z6eOz 1 4 0 , 6.7-4 12-8-0 13-B-0 21.4-0 22-8-0 1-4.0 .6.7-4 6.0.12 1-0-0 7-8.0 14-0 Scale = 1:41.9 7x8 11 3x6 I 5 6 6.00 12 38. 37 3x4 3x6 7 39 .3x6. 4 LOADING (psf) SPACING- 2-0-0- CSI. DEFL. in (lop) :I/defl: Ud PLATES GRIP TCLL 20.0 Plate Grip DOL .1.25 TC: _ 0.74 : Vert(LL) 0.18: 10-35 >496 240 . MT20 244/190 TCDL 7.0: Lumber DOL 1.25 BC 0.72 Vert(CT) 0.15. 10-35 >581 180 . BCLL 4.0 '. .. Rep Stress Incr .. YES WB .0.50 Horz(CT) 0.02, 8 n/a n/a . BCDL 10.0 Code FBC2020/TPI2014. Matrix-MSH Weight;139 lb FT = 20% . LUMBER- BRACING- TOP CHORRD 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 4-2-14 oc bracing.Except:. . 5-13: 2x4 SP No-3 5-2-0 oc bracing: 11-13 WEBS 2x4 SP N6:3' JOINTS 1 Brace at Jf(s): 11 OTHERS 2x4 SP No.3 ' WEDGE Left: 2x4 SP No.3 REACTIONS. (size) .2=0-4.0,:8=0-4-0, 10=0-4-0 . Max Horz 2=379(LC 9) Max Uplift 2=-598(LC 10), 8=-362(LC 10)., 10=-766(LC 10) ... .. Max Grav 2=557(LC 19),8=338(LC 20), 10=891(LC 1) FORCES.: (Ib).-. Max. Comp./Max. Ten.. - All forces 250 (lb) or less except when shown. TOP. CHORD 2-4=-642/1280; 5-6=-317/258 . BOT CHORD 2-14=-1460/529, 1:3-14=-1467/528, 11-13=-895/340, 5-11=-560/238 WEBS _ 4-14=-619/256r4-13=-572/1337, 6-10==412/673; 5-10=-436/389 NOTES- . 1) .Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8,0, Interior(1) 2-8-0 to 8-8-0, Exterior(2R) 8-8-0 " to 16-8-0; Inte.rior(1) 16-8-0'to'18-8-0,.Exterior(2E) 18-8-0 to22-8-0 zone; cantilever left and right exposed ; end vertical 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) 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/fPI 1. . 4) :Building Designer/ Project: engineer responsible for verifying applied roof live load showncovers rain loading requirements specific ' to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise; indicated. 6) Gable studs spaced at 2-0-0 oc. . • .7) Thie 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 3-6-0tall by 2-070 wide will fit between.the.bottom chord and any other members. . . .. .. I I . 9) Provide :mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift. at joint(s) except at=lb): Michael S. Magid PE 146.53681 2=598, 8=362, 10=766. MiTek USA, Inc. FL. Cert 6634 East Blvd Ta 6804:Parke mpa FL 33810 • : : , [Yale:.: .' June 8,2021 .:A WARNING - Verity designparameters 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 shownand:is fo�,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 BCSI Building Component. 6904 Parke' East Blvd, Safety Information, available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Wald od, MD 20601 Tampa, FL 36610. Job Truss Truss Type Qly Ply 2265 CR 3CAR T24252335 2776593 MX1 GABLE 1 1. Job Reference (optional) euueers rrrsraource Irianr ury, rib rianr uny, rL - asoor, 140 400' 1-4-0 4-0-0 1 4xB or a.wou s may rz zuz i wn r ex ulaustnes, inc. rvrun dun / r t;o i Ztl zu4 r rayerr ID:6gDIOH2OVeglNklsxoNemzyuULB-COJLSKzN4C24cdUX?p_TB5KaB5LuXIGKBhXtnRz8eQy 800 940 4-0-0 1-4-0 Scale=1:20.4 " 4x4 3x4 .... .. 3 4 = 5 3x4 . . 4x8 R R-n-n. m v o_ mare vlrsers In r I-- fz:u-w-u u-z- r 1 to:u-w-u u-z- i I . .. .. .. • .. .. '_ : .. .: . . 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' .. 0.37 . Vert(LL) : 0.01 8-13 >999 240 : MT20 244/190 TCDL 7.0 Lumber DOL . . . 1.25 BC . 0.29 . Vert(CT) -0.01. 8-13 >999 180. . BCLL 0.0 '. Rep Stress Incr . YES WB .0.04 Horz(CT) -0.00' 6 n/a n/a BCDL 10.0 :Code.:FBC2020/TPI2014." Matrix -MP :.Weight:40lb FT=20%. LUMBER- BRACING - TOP CHORD: 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD:. 2x4.SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-15 oc bracing. WEBS 2x4 SP No.2. REACTIONS. (size) : 2=04-0,:6=0-4-0 Max -Horn 2=-96(LC8) .Max Uplift 2=-387(LC 10), 6=-387(LC 10) MaiGrav 2=368(LC 1),.6=368(LC.1) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=-260/885, 4-6=-260/885 BOT CHORD 2-8=-598/207, 6-8=-598/207 WEBS 4-8=-418/121 NOTES- .1) Unbalanced roof live loads have been considered forthis.design. 2) Wind; ASC,E 7-16;.Vult='160niph'(3-second gust), Vasd=124mph; TCDL=4.2psf; BCDL=&8p9f; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp:C;:Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4=0:to 2-8-0, Exterior(2R).2-8-0 to 5-4-0, Exterior(2E) :: 5-4-0 to 9-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right:exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss.only. 'For studs exposed to wind (normal to the face), see StandardIndustry '..Gable End Details as applicable,. or consult qualified building designer as per ANSI/TPI 1. 4) Building.Designe(/ Project' engineer responsible for Verifying applied -roof live load shown Covers rain loading requirements specific . ... . to the use of this truss component. 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 alive load of 20.Opsf.on the. bottom chord in all areas where a rectangle 3-6-0aall by 2-070 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 OW[i). 2=387; 6=387. _ Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cett 8834 as Blvd, a 33610 East rape..' Date: . 4 June 8,2021 ' :® WARNING -Verity designparameters 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 foi'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/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 Qty Ply 2265 CR 3CAR . T24252336 2776593 PB Piggyback Truss 5 1 Jab Reference (optional) b1Ull0erS f-irsitiioufce tFiant Uty, t-L), 1 lani laty, rL - 33bb/, ti.4du s may i z zy1 i ml I eK mausmes, Inc. mon Jun / 14:bl :zv zuzi rage 7 ID:6gDIOH2OVeglNkisxoNemzyuULB-COJLSKzN4C24cdUX?p_TB5Ke?50 XIsKBhXtnRz8eQy 240 480 2-4-0 2-4-0 3x4 = Scale =1:9.1 3 0 6 2x4 — 2x4 480 - 4-8-0 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 : Vert(LL) 0.00 4 n/r 180 : MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06. Vert(CT) 0.00 4 n/r 120. BCLL 0.0. ' Rep Stress Incr YES WB 0.00, Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code, FBC2020/TP12014 Matrix-P Weight:.12 lb FT = 20 LUMBER- BRACING - TOP CHORD . 2x4 SP No.2 TOP CHORD .. Structural wood sheathing directly applied or 4-8-0 oc puffins. BOT CHORD. 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size), 2=2-8-14,.4=2-8-14 Max Horz 2= 41(LC.8) Max: Uplift 2= 91(LC 10), 4=-91,(LC 10) Max Grav 2=135(LC 1), 4=135(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250.(Ib) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone;C-C for members and forces &: MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOLml.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-rectangle3-6-0 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) 2, 4. 8) See Standard. Industry Piggyback Truss Connection Detail for Connection to. base truss as applicable, or consult qualified building designer. Michael S. Magid PE N6.53681 MiTek USA, Inc, FL Cert 6634 6904Parke East Blvd. Tampa FL 33610 Date: ' June 8,2021 ® 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 properlyincorporate 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 forstability 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 SCSI Building Component 6904 Parke East BNd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ally Ply 2265 CR 3CAR , T24252337 2776593 PB1 Piggyback Truss 2 1. Job Reference (optional) .Builders FirstSource (Plant City, FL), Plant city, FL - 335b7, 8.430 s May 12 2021 Mi I ek Industries, Inc. Mon Jun 7 14:51:30 2o21 Page 1 I D:6gDI OH2OVegl Nkl sxoNemzyuULB-gbsjfg_?rVAxEn3jZW VijJtpj VjDGC6UMKGRKuz8eQx 2-0.0 2-8.0 4-8-0 2-0-0 0.8.0 2-0.0 4x4 I I Scale = 1:9.2 3 0 6 2x4 = 2x4 = 480 r 4-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I./dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 4 n/r 180 MT20 244/190 TCDL 7,0 Lumber DOL 1.25 BC" : 0.09 Vert(CT).. 0.00. 4 n/r 120 . BCLL 0.0 Rep Stress Incr YES Wb . 0.00. Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC20201TO12014 Matrix-P Weight: 11 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc puffins. BOT CHORD. 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or.10-0-0 oc bracing.. - REACTIONS. (size) 2=2-8-14, 4=2-8-14 M H 2— 37 LC 8 Max Uplift 2=-91(LC 10), 4=-91(LC 10) Max Grav 2=135(LC 1), 4=135(LC.1) FORCES.. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2E).zone;C-C for members and forces & MW FRS 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 100 lb uplift at joint(s) 2, 4.. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as: applicable, or consult qualified building designer. Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cert 6634 8904:Paike East Blvd. Tampa FL 33610 Date: June 8,2021 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 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 propertyincorporate 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 - ANS/7fPll Duality Criteria, DSB49 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 Qty Ply 2265 CR 3CAR - T24252338 2776593 R2 Jack -Open Truss 1 1 Job Reference (optional) ewnaers t-ustsource tmarn taty, ruf, rlant taty, rL-33567, 8.43U S may 1z.zoz, 1 Mt I ek maustnes, Inc. Mon Jun 7 14:51:31 2021 rage l ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-BnQ5t07ecplorxev7D1 xGWQxFv3H7fLdb_0—sKzaeQw -1-10-10 3-1-8 1-10-10 3-1-8 Scale = 1:10.7 v 0 N V) N T O, 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 . 0.27 : Vert(LL) . -0.01 4-7 >999 240. MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10. Vert(CT) 0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL. 10.0 Code FBC2020/TP12014, Matrix -MP Weight: 13lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) .3=Mechanical, 2=0-8-0, 4=Meohanical Max Horc 2=1131LC 8) Max Uplift 3=-19(LC 5), 2=7194(LC 8), 4=-3(LC 1) Max Grav 3=36(LC 13), 2=173(LC 1), 4=30(LC 8) :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=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); 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 20.0psf on the'bottom chord in all areas where a rectangle 3-6-0 tall by 2-0=0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 4 except at=lb) . ... .. . 2-1,94. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 lb down and 52 14 up at 1-5-4, and 42 Ito down and 52 lb'up at 1-5-4.on top chord, and 31 lb up at 1-5-4, and 31 lb tip at 1-5-4 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 a) Dead + Roof Live (balanced)::Lumber Increase=1.25, Plate. Increase=1.25 Uniform.Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=105(F=52, B=52) 9=35(F=17, B=17) Michael S. Magid PE N6.53681 MiTek USA, Inc. FL. Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 8,2021 A WARNING - Verity designparameters 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 MlTpik• 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, DSB49 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 2265 CR 3CAR T24252339 2776593 R7 JACK -OPEN TRUSS 3 1 Job Reference (optional) tduncers rirstaource triani t ny, rLl, • riani L111y, rL - ooaol, o.•ro. o':. ay r< .... ,. oyo I D:ZYc6AOG N bVAfFo43ovpJT9ypvsQ-cz_U 4 MOG N7QfT5C6hxYAoky6fJ LDk38ngelYOmzBeQv 1-10-10 -6-3-7 9-10-13 1-10-10 6.3-7 3-7-6 Scale=1:22.8 v 0 { 0 r m a ��— 3x4= 6-3-7 9-10-13 6-3-7 3-7-6 Plate Offsets (X Y)-- [2.0-2-11 0-0-11] LOADING (psf) 'SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.30 Vert(LL) -0.03: 7-10 >999 240 MT20 244/19.0 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.06' 7-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/fP12014 Matrix-MSH Weight: 42 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 Do 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) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-80(LC 8), 2=-267(LC 8), 5=-170(LC 8) Max Grav 4=78(LC 1), 2=404(LC 1), 5=361(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. . TOP CHORD 2-3=-577/214 BOT CHORD2-7=-294/530, 6-7=-294/530 WEBS 3-7=0/307, 3-6=-640/355 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 fall 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 joints) 4 except Qt=lb) 2=267, 5=170.. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 lb down and 52 lb up at 1-5-4, 42 lb down and 52 lb up at 1-5-4, 6 lb down and 83 lb up at 4-3-4, 6 lb down and 83 I up at 4-3-4, and 45 Ib down and 130 lb up at 7-1-3, and 45 lb down and 130 lb up at 7-1-3 on'top chord, and 31 lb up at 1-5-4, 31 lb up at 1-5-4, 6 lb. down and 9 Ib up at 4-3-4, 610 down and 9 lb up at 4-3-4, and 341b down and 1 lb up at 7-1-3, and 34 lb down and 1 lb up at. 7-1-3 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=-54, 5-8=-20 Michael S. Magid PE N6.63661 MiTek USA, Inc. FL Cert 6634 6904;Parke East Blvd. Tampa f 1:33610 Date: June 8,2021 .® WARNING - Verity designparameters 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 . : ANShTPII Duality 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 a . .. S mbols Y Numbering System General. Safety Notes PLATE LOCATION AND ORIENTATION Centerplate_on joint unless x, y dimensions shown in Failure e t erSO Cause r s 4 8. Failur o Follow Could se. Property,. 4 14- offsets 'are indicated: (Drawings not to.scale) Damage• or P nal :Injury. Dimensions are in ft-in sixteenths. :. 1; Additional stability bracing for truss system; e.g. Apply plates to both sides of truss: 1 2 3 diagonal or X-bracing, is always required. See BCSI.:.: and fully'embed teeth: .. TOP CHORDS 2• Truss bracing must be designed by an engineer. For c-z cz� wide truss s cing individual later braces es s 1/ rhayrequire bracing; or alternative Tor I 0' i WEBS should considered. p VVE c34 acing s 4 bracing d be..: T p m �, N -� �.' �' 3. Never'exceed the design loading shown and never ' _ 6 �, 3 �3 .. 3 O stack materials on inadequately braced trusses. U. . O 4. .Provide copies of this truss design to the building designer, erection supervisor, property owner and For 4 x 2: orientation, .locate ~ Cxa . .. c6a C5-6 .. all otherinterested parties. .. plates 0= BOTTOM. CHORDS ,s' from outside 5. Cut members to bear tightly against each other. edge of truss: 8 ... 6.. 5:. .... 6. Place plates on each face of truss at each joint and embed fully. Knots and .wane at joint This symbol 'Indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by AN91/TPI 1. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO reglllred direction Of SIOtS in: 7. Design assumes trusses will be suitablyprotected from THE LEFT. T. ....; _connector plates. the environment in accord with ANSI/TI. . *PI location details available In MITek:20/20 CHORDS AND WEBS ARE IDENTIFIED BY. END JOINT 8; ;Unless otherwise noted, moisture content of lumber NUMBERS/LETTERS. shall not exceed 19% at time of fabrication. software or upon request.:q. " " 9. Unless expressly noted, this design is not applicable for' " s. Cuse with ire re aese ivret or re lumber.:. CODEAROVALS PLATE SIZE : ICC-ES Reports: 10. Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator.: General practice is to width measured perpendicular ESR-131;1, ESR-1352i ESR1988:: for flea X to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 cPame er fo sizetloorienta n a d.l cation -dimensions. , e io 11 la a do n o the length parallel to: slots. indicated.type, size, minimum plating requirements. 12. Lu er used shall be of the size, s ecies and and LATERAL BRACING LOCATION in all respects, equal to or:better than that i i spec'f'ed: Trusses designed for wind loads in the lane of the Indicated by symbol shown and/or 9 p 13. Top chords must be'sheathedor:purlins provided at by text in the bracing section .of the truss unless otherwise:shown. spacing indicated on design. ' output. Use T or I bracing 14. Bottom chords require lateral bracing at 10 ft. spacing. if indicated. Lumber. design values are in accordance With ANSI/TP1.i g or less,: if no ceiling is installed, unless otherwisenoted. section 6.3 These truss. designs rely_ on lumber values BEARING established by others. on shown responsibility: f other 15 :C Connections wn are the es onsibility: o ers:. i 6.:Do not cut or alter truss member or plate Without prior.: Indicates location where.bearings . .. ..approval :of an engineer. .. (supports). occur. Icons vary but • © 2012 MiTekO All Rights Reserved 17. Install and load vertically'unless indicated otherwise. reaction section indicates joint;. number where bearings Occur:. _- 18. Use of green or treated lumber may, pose unacceptable Min sVe Shown IS, for crushing only. environmental, health or performance risks. Consult with project engineer before use. Industry Standards: " . Review all portio or one an pictures) before g 19 ns of this design (front, back, words' ANSI/TP11: National Desi n S ecification.for Metal pi ur f use. Reviewing pictures a1 9 P is not sufficient. Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing: MiTeke 20. Design assumes manufacture in accordance with BCS1: Building Component Safety Information, ANSI/ n Guide to Good Practice for Handling, Quality ter a, 21 The design does not take account an dynamic,. InstallingBracing of:MetalPlate.•• d g a t y y.. ic,. 9 or other loads other than those expressly statbd. Connected Wood Trusses.: MiTek Engineering Reference Sheet:: MlIL7473 rev. 5/19/2020