Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutTrussI IN 0 rq 0 r-q Ff) rN wn 01 03 05 EJ7 E17 E37 E37 03 05 EJ7 EJ7 EJ7 E37 EJ7 EJ7 EJ7B EPC H 3 0 1 ----- ----- ----- ------ ------ - ------ - - — ---------- --------- ------ ------ M Ln 0 M :I- Ln Go rn rn rn r1q U) ko r� 00 M T-1 T--q � U U U < < < < aC < < 71 T.-q M M rn rn rn U LU LU 10} Off MAN I 0 z a) If I M�Ilw TRUSS END DETAIL SQUARE CU 1 � OVERHANG 12 w/2X4 LEVEL RETURNS 6 LON 271811 42' 2" 791 2" M 0 r-1 < N < N < N < M � co Lr) co co M co rN cc Vq co Vq co co co co co co ca co 141611 0 z -j as El 0 1 TTIC E EJ3 EJ3 E J-` EJ3 EJ3 EJ3 E33 0 1 201011 V 00 N III rm, CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-131 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. ---------- WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. TRUSS CONNECTION LIST QTY PRODUCT LUS24 2 HTU26 HTU28 H H U S26-2 HGUS26-2 HGUS28-2 HGUS28 73 BUILDER: ------ ------ ------ ---- - --------- - GHQ HOMES PROJECT: Meadowood MODEL: Grenadine Club - Classic Stone ADDRESS: TBD LOT/BLOCK: 62 CITY: Port Saint Lucie COUNTY ST LUCIE CO DRAWN BY: cc JOB #: 2893247 DATE. 8116/,' HANGER LEGEND DATE: 8/16/112��0�21SCALE: NTS -ALL 2x HANGERS SHOWN AREHTU26 UNLESS NOTED CTHERWISE I * - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 REVISIONS: UNLESS NOTED OTHERWISE I ROOF LOADING FLOOR LOADING TCLL: 20 PSF TCLL: PSF TCDL: 15 PSF TCDL. PSF IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All DimensionsAnd Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BE[-'..N ACCEPTED. 2. 3. 4. 701 S. KINGS HIGHWAY FORT PIECE, FL 34945 Ph. (772) - 461 6476 FILE C.OPY BCDL: 10 PSF BCDL: PSF TOTAL. 45 PSF TOTAL. • PSF DURATION. 1.25 DURATION, -2 Date Lumber design:'/alues'are in -accordance with ANS.I/TPI. 1•.section 6.8. These truss oesigns;rely on lumber:values established:by others. �-:Mi eke RE.::.2893247-GH0-62MW, -:GHO - Grenadine Club - Classic Stone MiTek USA, Inc. Information:: 69 E Blvd..... .. Parke East .Site Tampa, FL:33610-4115 Customer Info: GHO Homes :Project Name: MW62: Model: Lot/Block: 62 'Subdivision: MEADOWOOD Address: TBD, City: Port Saint:Lucie State: FL: 'Name.Address and License # of Structural:Engineer of Record, If there is one.,.for the building...;. Name:::.: License #: Address: . ' :. City: _ . State,- General -Truss Engineering Criteria & Design Loads (Individual: Truss Design Drawings Show Special Loading :Conditions):: Design Code: FBC2020/TPl2014 :.: Design'Program: MiTek 20/20 8.4 Wind Code:: A8CE:7-16 Wind Speed: 160 mph Roof. Load: 45.0 psf Floor Load:. N/A psf :This package includes 56 individuals: Truss Design'D.rawings and 0 Additional. Drawings. ' With my seal affixed to, this sheet, f hereby, certify that I am the. Truss Design Engineer and this index sheet conforms to 61G15-31:003,:section 5 of the Board of Professional Engineers Rules. .Florida No. Seal# Truss Name Date : No. Seal# : . . Truss Name Date: . 1 T251572M9 A 8/26/21 : 23 T25157311 A22 8/26/21. 2. T25157290 Al 8/26/21 24; T25151312 B 8/26/21 3 ..T25157291 A2 8/26/21 25 .. T25157313 131 8/26/21 4::: 725:157292 A3 :: :' : 8/26/21 26 : T25157314 132-: 8/26/21 5' T25157293: A4 8/26121. 27 T251.57:315 . 8/26/21 T25157294 : A5 8/26/21 .: 28 T25157316 .: B4 8/26/21. ..6 7 T25157295 A6 .:8/26/21 29 T2515731.7:. 135 8 T25157296 A7 8/26/21 30 : - T25157818 136. 8/26/2i 8/26/21 :G 9 T25157297 A8 8/26/21 31: T25157319 C 8/26/21 10 ::.T25157298 A9 .:::: ":. 8/26/21 32 :. T25157320 C1.:::. :. 8/26/21 11 T25157299:.A10 8/26/21- . 33 T25157321 C2 8/26/21. 12 T25157300 : Al .1 8/26/21 :: 34 T251.57322 C3 8/26/21: 13- T25157301 Al2 8/26/21 35. T25157323 ; CJ 1 .. 8/26/21 .... . . 14 T25157302 A13 8/26/21 36 T25157324 CJ 1 A 8/26/21 .. .. 15:: T25157303 A14. 8/26/21 37 : T25157325 CJ1.B 8/26/21 16 725157304. A15- 8/26/21 38 T25157326 CJ3 8/26/21 :17 T25157305 A16 8/26/21 : 39 T25157327 :CJ3A 8/26/21: 18 T25157306 Al ''8/26/21 : 40 T25157328 CJ5 8/26/21 19 T25157307 A18. • : 8/26/21 41 : T25157329 5 ; " .. 8/26/21 20 T25157308 A19 8/26/21 42.. T25157330 EJ2 8/26/21 21 :::T25157309 A20.:::: 8/26/21 43 : T25157331 EJ3 . 22 A21 44 T251.57332 EJ3A 8/26/21 'FILE:COPY T25157310> 8/26/21 8/26/21 The truss. drawing(s) referenced.above have been'prep:ared by MiTek USA, Inc..under my' direct supervision based on .the parameters .... �� P �' ' N S� provided by Builders FirstSource (Plant City, FL). .. Truss Design Engineer's Name: Velez, Joaquin 2..:� N 681 .... . My license renewal date for the:state of Florida is February 28, 2023: :' = IMPORTANT. NOTE: The seal on these truss component designs is a certification �. that the engineer named is.licensed•in the jurisdiction(s) identified and that the "These '� designs comply with ANSI/TPI 1 designs are based upon: parameters �(C` R A '' •' shown (e.g:, loads, supports,; dimensions, shapes and:design codes), which were :: .. MiTek i� �% %0 given to or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers:file reference purpose only, and was not taken=into account in the preparation of:these designs. MiTek or TRENCO has not independently verified the Joaquin iez PE N 68182 applicability, of the design parameters or the designs for any particular building. Before use, . MTek US ; Inc. FL: it 6634 the building: designer should verify:applicability of design: parameters and properly 6904 Par East Blvd. Tampa FL 33610 incorporate these. designs into the overall building design per ANSI/TPl.1,.Chapter 2. Date: August: ugust 26,2021: ' :: :.:. rr Velez, Joaquin . :'' 1 of 2. RE: 2893247-GHO-62MW - GHO - Grenadine Club - Classic Stone Site Information: Customer Info: GHO Homes Project Name: MW62 Model: . Lot/Block: 62 Subdivision: MEADOWOOD Address: TBD, . City: Port Saint Lucie State: FL No. Seal# Truss Name Date 45 T25157333 ER 8/26/21 46 T25157334 ERA 8/26/21 47 T25157335 EJ7B 8/26/21 48 T25157336 EJ7C 8/26/21 49 T25157337 EJ210 8/26/21 50 T25157338 H3 8/26/21 51 T25157339 HJ2 8/26/21 52 T25157340 HJ3 8/26/21 53 T25157341 HJ7 8/26/21 54 T25157342 HRA 8/26/21 55 T25157343 HJ210 8/26/21 56 T25157344 JGR 8/26/21 I•X:s&A Job Truss Truss Type ` r Qty Ply GHO -Grenadine Club -Classic Stone r T2515728 9 2893247-GHO-62MW ... A. Roof Special Girder 1 Job Reference (optional) Punaers rirstaource trtant ally, I-L), r1an1 ally, ri - .5000/, 0.40U.b r Uy 10 LUL I IVII I — II IUUJIIICJ, II— V V CU —Y — I U.0 Unayo I ID:rcJ P0140c?YPehxeU_io6xzNgS4rNV5.Gcvl ej Pn4GOjL6HB8JdJetUYnl R41 Y4uMK2ykGny 2-0-0. 3-6-0 7-0-0 1T-2-0 15-4-019=2-0 21-10-0 27-5.0 33-0.0 36-6-0 40-0-0 42=0-0 2.0-0 3-6-0 3.6-0.4-2-0.. 3.10i0 2 5-7 0 5-7.0. 3 6-0 3-6-0., 2-0r0 S = . Scale 1'77:6. 5x8 . 5x8 5x8 = — 3 9 35 . = 4x6 _ Sx12:— 33 34 36 37 10 6.00 F12 3 4 5 6. 38 ;il<.3929 30 31..m217 STo. . i19. 16 14 44 13. 4 47 48 1.5.. 1 . 1.5 43 45 .. 6 12 o 40 41 :42 :: 4x4 = 4x8 = 4x6 - .. . xB STP = 22 :. 21 20. 4x8 3x6 3x8 — ST1.5xB STP 6x8 = .... . .... . .... 3.6-0 7-0-0 1.1-2-0 15-4-0 15-0.19-2"0 21-10.0 27-5-0 33-0=0 36-6-0 40-0-0 3 4-2 0 4-2-0 0- -0 3-8.0 2-8-0 5 7-0 5-7-0. 3-6.0 3-6-0 . Plate Offsets (X,Y)--[3:0-6-0,0-2-81:[8:0-6-0,0-2-81,[10:0-6-0,0-2-8F .... . :LOADING (psf) SPACING- 2-0-0 : :' :: CSI. DEFL. in (loc) I/defl Ud PLATES GRIP .. " TCLL ....20.0 Plate Grip DOL 125 TC . 0.47 Vert(LL) . -0.06 14 >999 360. MT20 244/190 TCDL 15.0 . Lumber DOL . 1.25 BC.. 0:53 Vert(CT) -0.14 14 >999 NO BCLL 0.0: *: Rep Stress lncir NO WB 0.31 Horz(CT) 0.02 18 n/a - n/a BCDL" 10.0 Code FBC202o/rP'12014 Matrix-SH .Wihd(LL) 0.09 -14 >999 240 Weight:472'lb FT=20/ LUMBER BRACING - TOP TOP CHORD: 2x4 SP No.2 "' "" .. TOP. CHORD.. Structural wood sheathing directly applied or 5-11:-14:oc.purlins. BOT CHORD . 2x4 SP No.2 *Except* BOT CHORD, : Rigid ceiling directly.applied or 10-0-0 oc bracing, Except:: 15-19,11-15: 2x6 SP: No.2 6-0-0 oc bracing: 20=2:1;1:6-19. WEBS 2x4 SP No.3:`Except` x 0... OTHERS 2x4 SP No.3 :. REACTIONS. :(size) 2=0-8-0, 18=07870., 11=0-8-0 Max Horc. 2=-218(LC 6) Max Uplift 2=-607(LC 8), 18=-1508(LC 8),.11==1035(LC 8) Max Grav:2=1227(LC 29), 18=3825(LC 29); 11=2288(LC 30) FORCES. .(Ib) : Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1669/641, 3-4=-10.42/53114-5=-1042/531, 5-6=-230/642, 6-7=-230/642, 7-8=-31:14/1369, 8-9=-3813/1662,,9-10=-3813/1662, 10-11=-3640/1419; BOT CHORD 2-22=-430/1507,:21-22=-430/1530, 20-21--289/147, 5-19=-1096/523, 18-19=-561/275, 17-18 . 735/1939, 16-17=-749/1969,-14-16=-991/2789, 13-14=-1058/3134, = 11-13=-1056/3107 . WEBS 3-22=-39/605, 3-21=-61.4A67, 4-21=-572/425, 5-21=-63111780, 7-17=-443/214, 7-16=-418/1022, 8-16=0/291.,.10-13=-73/683, 6-1.6=-656/282, 7-18=-2950/1199,: 10-14=-385/790, 8-14=-465/1223, 9-14— 873/622 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, 2x6 - 2 rows staggered at 0-9-0 ob. Webs connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6- 2 rows staggered 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=160mph (3-secon d gust) Vasd=124mph; TCDL=5.Opsf; BCD L=5.Opsf;:h=15ft; f3=77ft; L=40ft; eave=5ft; Cat.' . II; Exp'C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed:; Lumber DOL=1.60 plate.grip DOL=1.60 5) Building Designer / Projectengineer 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) All plates are 2x4 MT20 unless otherwise indicated. Joaquin Velez PE N6.68182 8) This:truss.has been designed fora 1.0.0 psf bottom chord live load:nonconcurrent with any other live loads: . . . MTek USA,1ne.. FL:Cert.6634 .9) * This truss has been designed for a live load of 20.bpsf onJhe bottom chord in all areas where a rectangle 3-6-0:fall by:2-0-0 wide 6904_Parke East Blvd. Tampa FL 33610. will fit between the. bottom chord and any other members. Date- 10)' Provide mechanical connebtion (byothe.rs) of truss to bearing plate_capable of withstanding 1001 lb uplift at joint(s) except at=lb), "/9r rnt let 7R 9(17'1 2=607, 18=1508, 11=1035. 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 MiTekO connectors. This design is based only. upon parameters shown, and'is for an Individual building component, not �a truss system. Before use, the building designer must verify: the applicability of design parameters and properly: incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional,te,mporary and permanent bracing MOW. MITek' is always required for stability and to prevent pollapse:with possible personal injuand property damage. For general guidance regarding the ry fabrication, storage; delivery, erection and bracing of trusses and truss systems, see, - . ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd: Safe tylnlormation available from Truss Plate: Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL :36610 Job Truss Truss Type Qty Ply GHO = Grenadine. Club -Classic Stone :.� T25157289 2893247-GHO-62MW A. Roof Special Girder 1 2 Job Reference o tional ' t3wiciers rlrst5ource (Hlant:Ulty, I-L), Plant Urty, t-L = 33b6/; 8.43U.s'Aug lb ZUZ1 mi I eK InaustrleS, Inc. .wea Aug Zb l b:U1:Ub ZUZI rage Z ehx 6xz n4G j HBB M y y ID:rcJp0140c?YP eU_io NgS4-NVSGcvlejP b'L6 JdJetUYnIR41Y4u K2 kGn NOTES- 11) Hanger(s) or other connection device:(s) shall be provided sufficient to support concentrated load(s) 210 Ib down and 187 Ib up at 7=0-0., 210 Ib down and 177 Ib up at 9-0-12, 210 Ib down and •177 Ib up aY 11-0=12, 210 Ib down and 177 Ib up at 13-0-12, 221 Ib down and 197 Ib up at 14-8-12, 380 Ib'down and 337 Ib up at 21-10-0, 210 Ib down and 177 lb up at 23-10-12, 210 lb down and .177Ib up at 25-10-12, 210Ib.down and 177 Ib up at 27-2-4,.210lb. down and 177 lb up'at. 29-2-4, 210 Ib down and .. 177 Ib up at 31-2-.4, 131 Ib down and 128 Ib up at, 33-0-0, and 85 Ib down and 9.9 Ib up at: 35-2-4, and 132 Ib down a6d:125 Ib up at 36-11-4 on -top chord, and 404 Ib down and 119lb up'at 74-0, 82lb down at. 9-0-12, 82lb down at:11-0-12, 82Ib down at 13-0-12, 881b down at '14-8-12, 395Ib down and 149Ib up at-21-10-0, 82lb down'at 23-10-12, 82 Ib down at 2.5-10=12, U Ib down at 27-2-4, 82lb.down at 29-2-4, 82lb down'at: 31-2-4, 145lb down and 421b up at 33-2-4, and 130'lb down.and 64 lb. up at 35=2-4, and 245 Ib down and 72 Ib up at 36-11-4 on bottom chord. The design/selection of such connection device(s) is: the'responsibility of others.: LOAD CASE(S) Standard ..: .: 1) Dead + Roof Live (balanced): Lumber Increase=1.25,. Plate Increase=1.25 Uniform Loads (plf) Vert;1-3= 70, 3-7=-70, 7-8 70, 8-10=: 70, 10-12=-70, 2-20=-20, 11-19=-20 Concentrated Loads, (Ib) Vert:3=-123(F) 10=-45(F)15— 52(F) 22=-308(F) 21=-52(F) 4=-123(F) 16==349(F)'8=-177(F) 14=-52(F) 9= 123(F) 29=-123(F) 31=-123(F) 32==141(F) 33=-123(F) 34=-123(F) 36=-123(F):37=-123(F) 38=-45(F) 39=-57(F)40= 52(F) 41=752(F) 42= 67(F) 43=-52(F) 44=-52(F):45==52(F)46= 133(F) 47=-130(F):48=-117(F) . .. ... WARNING -Verify design arameters and READ NOTES ON THIS AND INCLUDED .A fY g pMITEK REFERENCEd rev. 5/19/2n20 BEFORE USE. ' is for n individual ..: Design valid for use only with MiTek® connectors. This design is based only. upon parameters shown, and'is for an individual building component, not_ ja 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 io prevent buckling of individual truss web and/or chord members only. Additional. temporary and permanent bracing _ . MITek' a 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. ANSUTP11 Quality Criteria, DSB49and SCSI Building Component 6904 Parke East Blvd: : Sarelyinformation'available from Truss Plate: Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL :36610' Job Truss Truss Type City. Ply GHO - Grenadine Club -Classic Stone s. T2515729 0 2893247-GHO-UMW .... Al Roof Special 1 1 Job Reference (optional) Puuciers rlrsiJource trla.nI,Ulty, rLt, rlant t111y, rL - 000or, 0.40U.b r uy 10 cum 1 IVII I UR II lu-1-0, II— vvuu nuy — 1 r%Iu 1 6xz n S xy Gnw � ID:rcJP0140c?YPehxeU_io NgS4.JtD01b3uE11 VitjDhDc020tOHAoDGaK?ON O k 2.0-0 4-6-9 9-0-0 15-4.0 21-2-0 23=10-0 31-0-0 35-11. 40-0-0 42=0-0 4.5-7. 6-4.0 5-10-0 2-8-0 7-2-0 2-0,0; 4.6.9 4r5.7:. 4-6-9 2rOr0 tale 1:77.6. .. .. — 5x6 " 4� 5x8 5,6' _ _ :8 :5x6.— 30 31 ; 9 4x6 = .. 6.00 12 4 .. 5 6 28 29 3210 m 3 27 33 N .. .. 26 :. .. :. .. .. .. ... .. .. .. . 12 2 .,_ o 19 n1 15 14 .. .13 : ST1.5x d x8:STP — 19 183x4 4x4 = . 5x8 3x4 = , 3x6 3x6 = 3x8 : ST1.5x8 STP 3x6 11 900 ' 15-4.0 15 -0 2I-2-0 23-10-0 31-0-0 40-0-0 9.0-0 .. : : " 6-4-0 0- -0 5-8-0 2-8-0 : 7-2-0 9-0-0 Plate Offsets (X Y)-- [4:0-3-0 0-2-01;[8:0-3-0,0-2-01,[9:0-6-0,0-2-81,[14:0-4-0;0-3-0] :LOADING (psf) SPACING- 2-0-0 . CSI. DEFL. to ..(loc) . I/deft Ud :PLATES GRIP .. ' TOLL 20.0 Plate Grip DOL 1:25 TC . 0.94 Vert(LL) -0.14 11=13 >999 ..360. MT20 244/190 TCDL 15.0 LumberD.OL. 1.25 BC.. 0i75 Vert(CT). -0.29 11-13 >990 24D ' BCLL 0.0. ' Rep Stress Incr : YES WB 0.57 Horz(CT) -.0.02 16 n/a n/a BCDL '10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.08 13-14 >999 " 240 Weight:2261b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD.. Structural wood sheathing directly applied. BOT CHORD ' 2x4:SP.No.2 . ... ..: .: BOT CHORD.: .: Rigid ceiling directly.applied or 6-0-0 oc bracing.:', - WEBS 2x4 SP No.3 `Except* :. pt.: WEBS: .. 1 Row at mid 9=14 c 6-16: 2z6 SP No,2 OTHERS 2x4 SP No.3 REACTIONS:. (size) 2=0-8-0, 16=0-8-0, 11=0-8-0 Max Horz 2=-258(LC 10) . Max Uplift 2=-462(LC 12), 16=-624(LC 12), 11=-591(LC 12) Max GraV 2=824(LC 21), 16=1853(LC 1),,11=1212(LC 1) FORCES.. (lb) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD .2-3=-949/567, 3-4=-623/393, :4-5= 512/427, 6-7=-1092/735, 7-8— 1291/820, 8-9=-1143/784, 9-10=11456%816' 10-11=-1741/963 BOT CHORD 2-19=-447/905, 5-17= 374/195, 14-15=-483/1.127, 13-14=-470/1251, 11713=-721/1465 WEBS 5-19=-2721753, 7-15=-765/431, 8-14=-41/275, 9-13=-25/397, 3-19= 381/321,: 6-16- 1344/690; 6-15=-685/1484,10-13=-317/278 NOTES-: .. . . 1) Unbalanced roof live loads have been. considered for this design. 2) Wind: ASCE 7-16; Vdlt=160mph (3-second gust) Vasd=:124mph; TCDL=5.Opsf; BCDL:=.5;Opsf; h=15ft; B=77ft; L=40ft;. eave=5ft; Cat. II; Exp C; Encl., GCpi=0:18; MWFRS (directional).and C-C Exterior(2E) -2-1-7 to 1-1.0-9, Interior(1) 1-10-9 to 9-0-0; Exterior(2R) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 23-10-0, Extedor(2R) 23-lO-0 to 27-10-0, Interior(1) 27-10-0 to 31-0-0, Exterior(2R) 31-0-0 to 35-0-6.Jitterior(1) 35-0-0 to 42-1-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions: shown; Lumber.DOL=1.60 plate gripDOL=1.60 3) Building Designer / Project engineerresporisible for verifying applied roof live load shown covers rain loading requirements specific to. the use of this truss component. 4) Provide adequate drainage to prevent water ponding.; 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load.nonconcurrent with any other live loads.: 7) ' This.truss has. been designed for. a.live load of 20.Opsf on the bottom chord'in all areas where. a rectangle 3-6-0 tall by 2-0-0,wide Will fit between the. bottom: chord and any other members. .. . 8) Prrovide mechanical connection:(by others) of truss to, bearing plate capable of withstanding 100 lb uplift at joint(s) except .(jt=lb) 2=462,16=624,111=591.. ;. Joaquin Velez PE. No.68182: MiTek USA,.Inc. FL.. ert 6634 :6904 Parke East FL 33610. as v a Date. . . August .� WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �a truss system. Before use, the building designer must verify the applicability of design parameters and. 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 perrnanenhbracing _ . 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, OSB49 and BCSI Building Component 6904 Parke East Blvd: : Sa/ety.lnformation available from Truss Plate: Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL .36610 Job Truss :' Truss Type ' Oty Ply GHO - Grenadine; Club -Classic Stone . ... .. l T25157291 2893247-GHO-62MW A2 Roof Special 1 2 Job Reference (optional) euiiders Firstsource (mant:city," FL); Plant city, FL : 33557; . . 8.430-S-AUg 16 2U21 Mi I eK Inctustnes, Inc..vvea Aug 25 15:U1:25 2U21Hage 1 ID:rcJP0140c?YPehxeU_io6xzNgS4-nLlgplHB?ZIEf FBHTYi7r85BYNkRPd_BBkP1uykGne 2-0.0 5.4-13 11.0=0 17-1-07 23-2-0 25=10.0 29.0-0 34-7-3 40-0-0 42-0.0" 2-0-0 5-4-13 5-7-3 6-1c0 6-1-0 2-8-0 : 3-2-0 5-7-3 5.4-13 ; 2-Or0' .. Scale = 1:77.6. 5x8 .... 5x6=. 5x8 = .. 5x6 = 4x6 = : 7 3233 8: 41 5 6.01) rl2 34 3x4 . . ... . 30 31 g 3x4�.28: .... m 3: C." - _ N 35 'r 10 27 m 11 2 16 o 9 I� 1 Sx12"= 15 14 13 12 ST1:5x o xB STP = .:PO 19 18' .: 17 3x6 = .' .3x8 . 3x6 = 3x6 = " 3x6 — 4x8 = 4x8 = . 5-4-13 11-0-0 17-1-0 : 23-2-0 25-10-0 , 29-0-0 34-7-3' 5-4-123 5.7-3 6.1r0 6-1-0 2-8-0 :: 3-2-0 5-7-3 5-4-13 Plate Offsets (X,Y)--[4:0-6-0,0-2-8]i[7:0-3-0,0-2-01,[8:0-3-0,0-2-01 .LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in . (loc) . I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip. DOL 1:28 TC 0.32 Vert(LL) . -0.16 15-16 >909 360. MT20 . 244/190 TCDL . 15.0 Lumber DOL 1.25 BC_ 0:51- Vert(CT) -6.37 15-16 >999 .240 BCLL 0.0 Rep Stress ]nor . YES WB -0.53 Horz(CT) '0.12 10 n/a ri/a BCDL' 10.0" Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.21 15-16 >999 -240 Weight: 480lb FT=20% LUMBER- BRACING TOP CHORD- 2x4 SP No.2 ".' TOP. CHORD .. Structural wood sheathing directly applied or 5-10-10:oc purlins. BOT CHORD 2x4:SP No.2 'Except* . " BOT CHORD.: Rigid ceiling directly,applied or 9-11-14 oc bracing. 5-17: 2x4 SP No.3 " WEBS 2x4 SP'No.3 " OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-299(LC. 10) ' Max Uplift 2=-840(LC 12), 10=-836(LC 12) Max Grav 2=1942(LC 1), 10=1942(LC 1) . FORCES. (lb) -Max. Comp./Max. Ten.. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3303/1511, 3-4=-2853/1384, 4-5=-4029/1982, 5-6=3997/1963, 6-7= 4601/2308,. " 7r8=-2490/1353, 8-9=r2851/1409, 9-10=-3304/1527. BOT CHORD 2-20=-1273/2909, 18-20==1273/2909,:5-16=-428/323, 15-16=-1663/4063, 13-15==1,090/.2825, 12-13=-1216/2833,.10-12=-1216/2833 WEBS 16-18=-974/241t3, 4-16=-855/1918,'6-15=-2322/1246, 7-15=-1331/2768, 7-13= 782/390, 8-13= 379/927, 3-18=-491/305, 9-13=-499/302 NOTES- 1) 2-ply truss to be connected, together with 10d (0.131' x&') 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=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf;;BCDL=5.0psf; h=15ft; B=77ft;; L'=40ft'r eaye=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 11-0-'0, Extenor(2R) 11-0-0 to. 15-0-0; Interior(1) 15-0-0 to 25-10-0, Extedor(2E) 25-10-0 to 29-0-0; Exterior(2R) 29-0-0 to 33-0-0; Interior(1) 33-0-0 to' 42-1:-7 zone;.cantilever left and right.exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate ..grip DOL=1.60 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 waterponding. 7) All plates are 2x4 MT20 unless otherwise indicated. Joaquin Velez PE. No.68182 8) This truss.hes been designed fora 10.0 psf bottom chord live load ,nonconcurrent with any other live loads. MiTek USA, ]no. FL:Cert6634 9) ' This truss has been designed for a live load of 26.00sf on:the bottom chord in all areas where a rectangle 3-6-04all by:2-0-0 wide 6904.Parke East Blvd. Tampa FL 33610 will fit between the bottom chord and any other members- ; Date: 10) Provide mechanical connection (by others) of truss to bearing plate, capable of withstanding 100. lb uplift at joint(s) except of=lb) AU9USt 26,2021 2=840, 10=836. . .,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 MiTeke connectors. This design is based only upon parameters shown, and is for an individual building component, not •�e a truss system. Before use, the building designer must vedfy;the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members -only. -Additional.temporary and permanent bracing p 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=e9 and BCS/ Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate:lnstitute,:2670 Crain Highway, Sulte 203 Waldorf, MD 20601 Tampa, FL :36610 Job Truss Truss Type Oty Ply GHO - Grenadine' Club - Classic Stone a } _. _ T25157292 2893247-GHO-62MW .... A3 Roof Special - 1 1 Job Reference (optional) . : Bustlers Flrsttiource (viant:crty," FL)', viant city, I-L _ 33567; :: r r 6.43U.S Aug 15 2U21 MI I eK Inclustries, Inc..Wea Aug 25 15:U1:31 ZU21 - F1age 1" .: .. 6xz k y ID:rc,lP0140c?YPetlxeLl_io NgS4-cV.f53oLybP20NOjKdkeFIV60_PzL3g1BsX7B FYGnY k 2-0.0 6.6-14 13-0.0 17-1 0: 23-2-6 25-2=0 27-5.0 35=4-4 40-0-0 42-0-0 2-070 6.6-14 .. 6-5-2 4-1-0 :: 6-1-5 1:1-10: 2-3-0 7.11 4 :: 4-7-12 .. 2,0 0' Scale = 1:80:9. 3x6 = :. Sx6 6.00 F12 : ' . 5x8 = 4x6 — 3x6 — 10. 5x8 -: — : 5 6:.. .' 8 11 .3x6 7 g 32 - $x6 3x4'i. 31 i 12 3x4 4 13 3 d CC 14 : 30 15: m .o 2 I� . 17 6x8 - :.. 1918 16 ST1 5 1 o — x8"STP=, 23 22 21: 3x6 = 3x4 — — 3x6 — 3x6 = 5xl2 - 3x10 = 6-6-14 13-0-0 17-1.0:" 23-2-6 25-2=0,. 29-7-3 32-7-0 35-4-4 40-0-0 �6.6-14 6-5-2 4-1-0 6-1-5 1r1:1-10: 4-5-3 2-11-13 2-9-4 4-7-12 Plate Offsets (X,Y)-- [5;0-6-0,0-2-8]; [10:0-3=0,Edge], [11:0-1-4,0-1-121, [20:0=5-12,Edge], [22:0-5-0,0-3-0} :LOADING (psf) SPACING- 2-0-0: :' :: CSI. " DEFL. in -:([cc) :I/defl Ud :PLATES GRIP TCLL ... 20.0 Plate Grip DOL 1:25 TC . 0.85 Vert(LL) . -0.23 19-20 >999 ..360. MT20 244/190 TCDL 15.0 LumberDOL. 1.25 BC.. '084 Vert(CT).. -0.55 19-20 >858 .240 BCLL 0.0: *. Rep Stress.Incr' YES WB 0.91 Horz(CT) '0.21 14 n/a ri/a BCDL '10.0 Code FBC2020/TPl2014: Matrix-SH _ ..Wihd(LL) 0.30 19-20 :>999 " 240 Weight: 244lb FT=20% :LUMBER- BRACING-... - TOP CHORD: 2x4 SP N0.2 TOP CHORD . Structural wood sheathing directly applied. Except: BOT CHORD2x4:SP No.2 *Except* 1 Row at midpt 9r11 6-21: 2x4 SP No.3 BOT:CHORD:. Rigid ceiling directly:appliedor 5-3-2 cc bracing.: WEBS 2x4 0.3.... .:. . OTHERS 2x4 SP No.3 REACTIONS:. (size) 2=0-8-0, 14=0-8-0. . Max Horz 2=-331(1-C. 10) . :Max Uplift 2=-840(LC 1:2), 14=-836(LC 12), Max Gram 2=1942(LC 1), 14=1942(LC. 1)_ _" FORCES.. (lb) -Max.: Comp./Max. Ten. - All forces 250"(lb) or less except when shown.' TOP CHORD :2-3=-3293/1437, 3-5=-2696/1306, 5-6=-3249/1635, 6-8= 3263/1636, 8-9=-3263/1636, ' 9.-11=-3096/1577, 11-13=-2916/1383, 13-14=-3306/1462 BOT CHORD '2-23— 1189l2921, 22-23==1189/2921,;6-20=-3711266,'19-20=-1261/3271, 17-19= 965/2526, 16-17=-1164/2836,14-16- T 64/2836 'WEBS 3-23=0/269, 8-22=-671/384, 5-22==424/214, 20 22=-867/2398, 5-20=-659/1558, 7. 11-17=-27/358, 13-17=-421/215, 8-19=-522/348,.11=t9=s448/1086 NOTES-: . 1 Unbalanced roof live loads have been considered for this.design. .2) Wind: ASCE 7-16;_V6It=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf;.BCD L=5:0psf; h=15ft; B=77ft;. L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18;:MWFRS (directional):and C-C Exterior(2E) -2-1-7 to 1-10-9,1riterior(1) 1-10-9 to 13=0-0, Exterior(2R) 13-0-0 to 16-11-4, Interior(1) 16-11-4 to 27-5-0, Exterior(2R) 27-5-0.to 31-5=0, Interior(1) 31-5-0 to:42-1-7 zone; cantilever left and right exposed ;C;C for members and forces &:MWFRS for reactions shown;:Lumber DOL=1.60 plate grip DOL=1.60 3) Buildirig Designer / Project engineerresponsible for, verifying applied roof live load shown covers rain loading requirements specific 'to the use of this truss component. 4) Provide adequate drainage to prevent water ponding.: 5) All plates are 2x4 MT20 unless otherwise indicated: 6) This truss has been designed for a 10.0 psf bottom chord live Ioad.nonconcurrent with any other live loads.: a. 7) * This.truss has: been designed for: a.live load of 20.Opsf on the bottom" chord' in all areas where. a. rectangle 3-6-0 tall by 2-0-0:wide will fit between the. bottom: chord and any other members. .. 8) Provide mechanical connegtion'(by others) of truss to.bearing'plate capable of withstanding 100.Ib uplift at joint(s) •except at=lb) 2=840, 14=836. ' 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. .. .. Joaquin Velez PE, N1i.68182: MI ek USA, Inc: FL Cart 6634 ast Blvd Ta 6904,Parke E mpa FL 3.3610 - ; • " Date; A ugust 26,2021 "® 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 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 ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd: Sarely.lnrormation available from Truss Plate: Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL :366'10 Job Truss Truss Type Ply GHO - Grenadine'Club - Classic Stone .. . . T2515729 3 2893247-GH0-62MW A4 Roof Special 1 .1 . Job Reference (optional) twuoers Hrst5ource trtant uny, ruj', clam Uny, rL = 3356i; I 6.43u.s'Aug 16 2u21 nnl I eK Inaustnes, Inc. -weo Aug 25 15:u1:32 2u21 rage 1' ' ID:rcJP0140c?YPehxeU_io6xzNgS4-4hDTH8MaMiAE?YHXBRAuvK 79MgCZWJ01nwHn_gkGnX .2-0-0 6-9-8 13.1-1 15.0-0, 20-5-7 21-2r8 2T-2-0 277$-0 34-4-1 40-0-0 42=0-0' 2-0.0 6-9-6 6.3-9 10-15 . 5-5-7 9- 5,11-8 0- -0 6r11-1 5-7-15 2-0-0' Scale = 1:79:2. 5x6 = 3x4 = . 5x6 = 6.00 12 . 6 28 :. 7 29 8 :. ... 5' .. 3x6.i 27 30 3x6 � ' 9 3x4 3x4 �'.: 4. t0 mo 3 .. .. 17 31 r7 11 . 26 12 m 2 . 17: o I m 34. ...14. 32 33 16 15 13 .... ST1.5 1� x8STP= 19 186x8 = 3x4 — 4x6 = 3x8'—,: 3x6 — 3x6 = 6x8 = 6-9-8 13-1-1 i5.0.0 " 20-5-7 2t-278 27-2-0 34.4-1 40-0.0 6-9-8 6-3-9 10-15 5.5-7 9- 5-11-8 :, 7-2-1 5-7-15 Plate Offsets (X,Y)-- [6:0-3-0,0-2-01; [17:0-2=8,Edge], 119:0-3-8,0-3-01 - :LOADING (pso SPACING- 2-0-0 . CSI. DEFL. in ..(loc) .I/defl Ud PLATES GRIP TCLL .20.0 Plate Grip DOL 1:25 TC . 0.98 Vert(LL) . -0.36 16=17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC . 0.91: Vert(CT). -0.72 16-17 >657 240 BCLL 0.0 `' Rep Stress lncr : YES WB 0.79 Horz(CT) 0.22 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 : Matrix-SH Wihd(LL) 0.26 16-17 >999 ' 240 Weight: 238'lb FT = 20% LUMBER- BRACING TOP CHORD: 2x4 SP N0 2 `Except` ":' TOP CHORD .. Structural wood sheathing. directly applied. 8-9::2x4 SP No.1 BOT CHORD.: .: Rigid ceiling directly.applid or 5-4-9 oc bracing.: . ... BOT CHORD 2x4 SP No.2 `Except* WEBS:: :. 1 Row at midpt.: : 7-14 5- 8: 2z4 0:3, 15-17: 2x4 P o:i WEBS 2x4 SP No.3 `Except` 17-19:-2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size)_ 2=0-8-0, 11=0=8-0 Max Horz 2=-328(LC 10) Max Uplift 2= 840(LC 12), 11=-836(LC 12) Max Grav 2=2240(LC.17.), 11=2198(LC'18) FORCES. (lb).- Max. Comp./Max. Ten. - All'forces 250 (lb) or less:except when shown. TOP CHORD 2-3=-3788/1451, 3=5==3887/1584, 5-6=-3896/1746, 6-7=-3184/1470; 7-8=-2675/1295, 8-10=-3072/1334, 10-11=-3764/1496,', BOT CHORD 2-19=-.1169/8478, 5-17=-366/353, 16-17=-930/3113, 14-16= 1031/3294, 13-14=-1190/3224, 1-1=13=-1190/3224 WEBS .3-.19= 503/326, 17-19=-.1162/3505, 6-17=-585/1416; 8-14=-254/985, 10-14=-698/356, 7-14=-858/295, 6-16=-1.43/509 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=5'.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft;:Cat. 11; Exp C; Encl., GCpi=0.18; MWF.RS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 15-0-0, Exterior(2R): 15-0-0 to 19-0-0, Interior(1.) 19-0-0'to 27-5-0, Exterior(2R) 27-5-0 to 31-5-0, Intedor(1) 31-5-0 to 42-1-7 zone; cantilever 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) Building Designer /;Project:engiheer responsible for verifying applied roof live load shown' covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water. ponding. 5) All plaies are 2x4 MT20 unless otherwise 'indicated. 6) This truss has been designed for a f0.0 psf bottom chord live load 'nonconcurrent with any, other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on:the bottom chord in all. areas.where a rectangle 3-6-0 tall 4y.270-0 wide Will fit between the'bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide *mechanical connection (by others) of truss to bearing plate capable of withstanding 100'lb uplift at joint(s) except (jt=lb)' 2=840, 11=836.: ... .. Joaquin Velez PE. N6.68182. MiTek USA,1nc.. FL:Cort 6634 6904.Parke East Blvd. Tampa FL 33610. Date: August 26,2021 _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 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 perm anent. bracing MITe'k° - is always required for stability and to prevent collapse:with possible personal injury and property damage. For general guidance regarding the . fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Ouality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safe ly.lntormation available from Truss Plate.lnstitute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FE 36610' Job Truss Truss Type a Qty Ply GHO =Grenadine Club -Classic Stone 5 5729 T2 1 4 .2893247-GHO-62MW .... A5 Hip . 1 1 . Job Reference (optional)" . : k3utiders H17st5ource (N.Iant:Gtty, hL)', I'lant Gny, rL= 3356/; :: 8.43U.S'Au916 2021 MI I eK Inclustnes, Inc. .Wed Aug 25 15:U1:33 2U21Hage l' " ID:reJPOl4Oc?YPehxeU_io6xzNgS.4-YunrUUNC70J5disjl9hjSXTIOm?alxm9_Rg4JQykGnW 2-0,0 " 6-9-15 13-1-1 17-0-0 : 25-8.0 33.7-0 40-0-0 42.0=0 2-0-0 6-9.15 6.3.1 3.10-15: - :; 8-8-0,. 7-11-0 . 6-5-0 2-0.0 .: . ... Scale =1:77:6 . 6x8:=. - 5x6 — 6.00 12 8 27 28: '7 29 ' 4x8 5 :3x6'i: 28 3x4 3x4 .49 cc E>&6 3 30 1.6 25 m , 11 2 16.: .. ... o 0 iq R 1 6x8 — 15 — 31 : 14 13 12 ST1.5x8 — 0 18 17 4x4 =.. 4x8 — 4x8 .. B STP = - 5x6 = - 3x6 5x8 — 6-9-15 13-1-1 17-0-0 . 25.8-0 33-7-0 40-0-0 6-9.15 6-3-1 3-10-15: 8-8-Q . :: 7-11-0 6-5-0 Plate Offsets (X,Y)-- [6:0-4-0,0-1-151,:[7:0-3-0 0-2-71, [10:0-2-12,0=0=11, [16:0=5-12,0-4-41, [18:0-3-8,0-2-81 :LOADING (psf) SPACING- 2-0-0 : :' :: CSI. " DEFL. in ..(loc) . 'I/deft Lid PLATES GRIP . ' TCLL ....20.0 Plate Grip DOL 1:25 LTC . 0.97 Vert(LL) . -0.22 13=15 >999 360 MT20 244/190 " TCDL . 15.0 : Lumber DOL . 1.25 BC.. 0:90. Vert(CT).. -0.45 13-15 >999 .240 BCLL 0.0 ' *: Rep Stress ;Incr : : YES WEI -0,90 Horz(CT) '0.17 10 n/a ri/a BCDL' '10.0 Code FBC2020/TPI2014: Matrix-SH Wihd(LL)' 0.2215-16 :>999 '240 Weight:263'Iti FT=20%; LUMBER- BRACING- TOP CHORD: 2x4 SP No.2 *Except* TOP CHORD .. Structural wood sheathing directly applied. 6-7::2x6 SP No.2, 7-8: 2x4 SP. M.31 . ... .: BOT CHORD,: .: Rigid ceiling directly.applied or 5-7-0 oc bracing.: . BOT CHORD 2x6 SP No.2 *Except" :. WEBS: :. 1 Row at midpt; ' ; 6=13, 9 13 ... 2-17: 2x4:SP: No:2, 5-17: 2x4 SP No.3 -WEBS 2x4 SP No.3 *Except* 16-18::2x4 SP No:2 OTHERS 2x4.SP No.3 " REACTIONS. (size)...2=0-8-0, 10=0-8-0 Max Hors 2=-367(LC 10) " Max Uplift 2==840(LC 12), 10=-836(LC 12) Max Grav 2=2233(LC 17.), 10=2188(LC'18) FORCES. (lb).- Max. Comp./Max. Ten. - All forces 250 (lb) or less:exc.ept when shown. TOP CHORD 2-3=-3767/1399, 3-5=-3984/1563,.5-6=-3172/1355, 6-7=-2543/1225; 7-9=-2927/1246, 9-10=-3761/1452 BOT CHORD 2-18=-1103/3486, 5-16=-262/933, 15-16=-1076/3662, 13-15=-765/2912,' 12-13=-1148/3237, 10-12- 1148/3237 WEBS ..:3-18=-584/349, 16-18=-.1099/3399, 3-16=-25/273, 5=15=-11.90/543, 6-15=-336/1217,- ... 6-13=-404/170, 7-1.3=r1.10/793r 9-13=-874/429, 9.-12=0/260. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5:0psf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft;:Cat.. . Il; Exp C; Enc1.,:GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) +2-1-7 to 1-10-9, Interior(1)'1r10-9 to 17-0-0, Exterior(2R):.. .: . 17-0-0 to 22-7-14, Intedor(1) 22-7-14 to 25-8-0, Exterior(2R) 25-8-0 to 31-3-14, Interior(1) 31-3-14 to 42-1-7 zone; cantilever 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) Building Designer /.Project engineer responsible for; verifyiefg:applied roof live load Shown' covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise' indicated. 6) This'truss has been designed fora 10.0 psf bottom chord live load noricoiicurrent with any. other live loads. 7) 9 . p 9 Y: _ . _ *, This truss has been: designed for a live load of 20.0 sf on:the bottom chord in all. areas.where a rectangle 3-6-0 tall b 2 0 0 wide will fit between the bottom chord and any other members; with BCD = I O.Opsf, 8) Provide mechanical connection (by"others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb)' 2=840, 10=836.: Joaquin Velez PE, N6.88182: MiTek USA,Inc. FL:Cert.6634 6904,Parke East Blvd. Tampa FL 33610 . Date:..:: ..August 26,2021 .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 MiTekral connectors. This design is based only upon parameters shown, and'is for An individual building component, not a truss system. Before use, the building designer must vedfy:the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual tmss web and/or chord members only. -Additional temporary and permanent bracing MITek' ' is always required for stability and to prevent collal se:with possible personal injuryand property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see. ANS]ITP11 Quality Criteria, DS6149 and BCSI Building Component 6904 Parke East Blvd: : Satety.ln/ormation available from Truss- Plate: Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL :36610 Job a Truss I s Truss Type Oty ;' Ply GHO - Grenadine Club -Classic Stone 1 T2515729 5 .2893247-GHO-62MW A6 :. Hip, -1- .1 Job Reference (optional) Builders rlrstSOurce (rlant:Glty,FL), I'lant Glty, I-L33b611 8.430.s'Aug 16 2021 MI I ek Industries, Inc. Wed Aug 25 15:UI:34 2U21Page 1' O ID:rcJP0140c?YPehxeU_io6xzNgS404LDigOquKRyErRvJsCy_IOXKALe1P6JD5P stykGnV 2-0=0 6-10-1 13-1-1 19.0-0' 23-8.0 29-1-5 34-6-1:1 40-0-0 42.0=0 2-0-0 6-10.1 6-3-0 515:: 4-8.0.. 2-0-0 .. Scale " = 1:77:6 . 5x6 6.00 12 5 7. " 3x4 3x6 i 8 526 ' ic6 "3 4 g 3x4 i 10 c 3 o: .. .. 27 25 c? 12 2 :. .. 16 .. 15 zo .iq. _ 1 x — 1 6x8 = 28 29 14 :30 :' : 31 13 ST1 5 8 19�8 STP - 18 : 17 . 8x12 44 3x6:= 5x8 6-10-1 13-1-1 19-0.0 23-8-0 32-5-1 40-0-0 6-10-1 6-3-0 5.10•t5 4-8-0. : 8-9-1 7-7-0 Plate Offsets (X,Y)-- [6:0-3-0,0-2-0]; [7:0-3-0,0-2-0], [11:0-2-12,0-0-11, [14:0-1-12,0-5-0], [16:0-2=4 03-8),:[18:0-3-8,0-2-8) :LOADING (psf) SPACING- 270-0 : CSI. DEFL. in ..(loc) . :I/defl Ud :PLATES GRIP .. ' TCLL .. _20.0 Plate Grip DOL 1:25 TC . 0.74 Vert(LL) . -0.33 15:16 >969 360. MT20 .. 244/190' TCDL 15.0 . Lumber D.OL 1.25 BC.. 091: Vert(CT). -0.64 15-16 >738 240 BCLL 0.0 * Rep Stress:Incr; YES WB 0.90 Horz(CT) 0.17 11 n/a ri/a BCDL 10.0" Code FBC2020/TP12014: Matrix-SH _ Wintl(LC) 0.25 15-16 :>999 " 240 Weight: 259lb FT=20/. LUMBER BRACING - TOP CHORD: 2x4 SP N0.2 *Except* TOP. CHORD.. Structural wood sheathing directly applied or 2-2=0 oc purlins. 4-6,7-9: 2x4 SP No.i BOT CHORD.: .: Rigid ceiling directly.applied or 5-7-5 oc bracing.: . BOT CHORD 2x6 SP No.2 'Except" WEBS; : , 1 Row at midpt.: 6-16, 6-15 . 2-17:2x4;SP:No:2, 5-17: 2x4 SP No.3' WEBS 2x4 SP No.3;Except' ... 16-16::2x4 SP No.2 OTHERS_: 2x4.SP No.2 *Except* : 20-21,23-24: 2x4 SP. No.3 . :'pr REACTIONS. (size).: 2=0-8-0, 11=0-8-0 Max Horz: 2==409(LC 10) . Max Uplift 2=-840(LC 12), 1.1=7836(LC 12) Max Grav 2=2251(LC W), .11,2220(LC 18) FORCES. (lb):- Max. Comp./Max. Ten. = All forces.250 (lb) or.less'except when shown. . TOP CHORD 2-3=-3803/1381, 3-5=-4003/1520, 5-6 4099/1.745, 6-7=-2369/1144, 7-8=-2731/1194, 8-10= 3593/1405, 10-11=-3803/1437 .. . .. BOT CHORD. .2-18=-1085/3550, 5-16=-529/430, 15-16=-637/25801:13-15=-924%2837, 11-13=-.1136/3275. WEBS 3-18=-564/322, 16-18=-.104Z/3569, 6-16=-751/1950, 7=15=-293/943, 8-15=-788/442, :.8-13=-105/579, 10-13=-307/248 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=6.0psf; BCDL=5.Opsf; h=15ft;.B=77ft; L=40ft; eave=5ft;:Cat.. . ll; Exp C; Encl.,:GCpi=0.18; MWF.RS (directional) and C-C Exterior(2E) ;2-1-7 to 1-10-9, Interior(1):1-10-9 to 19-0-0, Exterior(2E): 19-0-0 to 23-8-0, Exterior(2R) 23-8-0 to 29-1-5, Interior(1) 29-1-5 to 42-1-7 zone; cantilever left and right exposed. ;C-C for members and forces & MW FRS for. reactions shown; Lumber.DOL=1'.60 plate grip DOL=1.6.0 . . 3) Building Designer /;P�oject endiheer responsible for verifying applied roof live load shown covers rain loading -requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any, other live loads. 7 *. This truss has been;desi ned for a live load of 20.0 . sf on:the bottom chord in all. areas.where a rectangle 3-6-0 tall ti 2 0 0 wide 9 P 9 Y: -_ will fit between the bottom chord and any other members; with BCDL = 10.Opsf,: - 8) Provide mechanical connection (by others) of truss to bearing plate :Capable of withstanding 1001b uplift at joint(s) except at=lb) 2=840, 11=836. :. .. .: . .. .. Joaquin Velez PE.No.6818Z MITek USA,:Inc. FL:Cert.6634 6904.Parke East Blvd. Tampa FL 33610. . August 26,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MI EK - .A fy g p T REFERENCE PAGE 7473 BEFORE ��. Design valid for use only with MiTek®connectors. This design is based only, upon parameters shown,and is for an individual building componerit"trot, a dual building t :A truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overal: building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional. temporary and perm anent. bracing ... MiTek' - 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. ANSYTPII Quality Criteria, DSBL89 and SCSI Building Component 6904 Parke East Blvd: : Safety. Information available from Truss' Plate:lnstitute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL :36610 Job Truss Truss Type ' Qty. Ply GHO -Grenadine Club -Classic Stone _ T25157296 .2893247-GHO.62MW .... A7 Roof Special 1 1. Job Reference (optional) buimerS mrst50Urce (I'.Iani:L;ay, rL), viant ldty, rL 33b67; :: d.43U,S-Aug 16 2u21 mi I eK tnoustnes, Inc..vved Aug •Lb 1 b:U1:3b 2U21 rage 1- uV y ID:rc,lP0140c?YPehxeU_io6xzNgS4-zST_6WPSPxhgU9bIOHEQ4A5s9_2LVLgbgP wl kGnT -24:0 , 6-9-15 13-1-1 20-0-0 2Q-5-823-1-8 : , 28-9.0 34.4-8 . 40-0.0 42.0-0 . P_0.0 .. 6-1-11 ..: 6 3 1 .. ,6.10-15 8 2-8-0 ..: . 6.7_85_7_8 .. :. :. :. Scale = . 5x6 i Sx8 _ 6.00 .1.2: 6 " 27 4x6 \ 28...3x4 8 3x6 � 5 3x6 s. 4 3x4 . . 10 3 29 1.1 26 - . :. m 2 17 6 .. .. .. co 15 ST1.Sx8 0 1 6x8 = 14 30 31 13 8 STP = 19 18 4x8 — 4.8 = "4x4:=.. 5x6. 3x6 = Sx8' =' 4x4. _. . . . . .... . . 6-9-15 13-1-1 19-7-5 2;013=1-8 31-9-3 40-0-0 —. —. 6-3.1 6-6-5 03 2-BrP 8-7-11 8.2-13 Plate Offsets (X,Y)-- [6:0-1-4,0-2-81; [7:0-6-0,0-2-81, [11:0-2-12,0-0-11; [17:0-6-0,0-3-121, [19:0-3=8,0=2-81 :LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ..(loc) :I/deft Ud PLATES GRIP TOLL .20.0 Plate Grip DOL 1.25 TC . 0.78 Vert(LL) . -0.22 16:17 >999 ..360. MT20 ... 244/190 TCDL 15.0 : Lumber DOL 1.25 BC.. 0:90 Vert(CT) . -0.47 16-17 >999 .240 BCLL 0.0 *; Rep Stresslncr: YES WB 0:75 Horz(CT) 0.17 11 n/a n/a BCDL'" 10.0 Code FBC2020/TP12014 : Matrix-SH Wind(LL)0.24 16-17 >999 240 Weight: 271 lb FT = 20%. LUMBER- BRACING- TOP CHORD: 2x4 SP No.2 TOP CHORD.. Structural wood sheathing directly applied or 2-2=0 oc puffins. BOT CHORD . 2x6:SP No.2 *Except* ..: .: BOT CHORD.. .: Rigid ceiling directly.applied or 5-5-12 oc bracing. . 2-18: 2x4 SP No.2, 5.=18: 2x4 S.P No.3 WEBS; 1 Row at midpt 5-16, 8-15, 7-16 WEBS 2x4 S P N6.3 *Except* 17-19: 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* :. 21-22,24-25: 2x4 SP No.3 :. REACTIONS. (size) ..2=0-8-0, 11=0-8-0 Max Horz 2- 421(LC 10) .: Max Uplift 2=-840(1__. C 12), 11=-836(LC 12) ' Max Grav 2=2209(LC.17), 11=2183(LC'18) FORCES.. (lb).- Max. Comp./Max. Ten. - All forces 250 (lb).or Iess:except when shown. TOP CHORD 2-3=-3711/1425, 3-5=-3958/1619,.5-6=-2656/1257, 6-7=-2329/1229; 7-8— 2.569/1253, 8-10=-3477/1398, 10-11=-3725/1451: BOT CHORD 2-19=-1137/3477, 5-17=-224/1013; 16-17=-1169/3718, 15-16=-600/2355, ... 13-15=-923/2745, 11-13=-1147/3205 WEBS ..:3-.19=-590/343, 17-19=-.1116/3434, 3-17=-42/256, 5=16=-1576%681, 7-15=-256/839, ." ..: .: 8-15=-873/456, 8-1.3=-89/643, 10-13=-333/256, 6.-16=-308/852, 7-16=-169/327 . : . . NOTES- 1) Unbalanced roof live loads have bee considered for this design. ... . 2) Wind: ASCE 7=16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5'.Opsf; BCDL=5.Opsf; h=:15ft;.B-77ft; L=40ft; eave=5ft;:Cat. 11; Exp C; Encl.,:GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 2-1=7 to 1-10-9, Interior(1):1-10-9 to 19-6-15, Exterior(2E) . 19-6-15'to 23-1-8, Exterior(2R) 23-1-8$o 27-1-8, Interior(1) 27-1-8 to 42-f 7 zone;. cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber.DOL=1:.60 plate grip DOL=1.60 . 3) Building Designer/.Project engineer responsible foe erifyiiig;applied roof live load shown covers rain loading vequ'irenlents specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise •indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent'with any other live loads. 7) *This truss has been:des[gned for a live load of 20,Opsf onahe bottom chord in all. areas.where a rectangle 3 6-O tall tiy2,0-0 wide Will fit between the bottom chord and any other members; with BCDL = 10.Opsf,: 8) Provide mechanical connection (by'others) of truss to bearing plate capable of withstanding 100'lb Uplift at joint(s) except Qt=lb) 2=840, 11=836. Joaquin Velez PE. N6.88182 .. . .. .. ' .. . . . . . . MiTekIJSA,1nc.FL:Cert6634 690 4_Parke East Blvd. Tampa FL 33610 . . .. a August 26,2021 .A WARNING design arameters and READ NOTES ON THIS AND. -' -Verify g p 5 INCLUDED MITEK REFERENCE PAGE.MII 7473 rev. 5/19/2020 BEFOREUSE. Design valid for use only with MiTek® connectors. This design is based only. upon parameters shown, and Is for an individual building componeri; not_ .a truss system. Before use, the building designer must verify:the applicability of design parameters and propeny_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 , . , p�/� is always required for stability and to prevent collapse with possible personal injury:and property damage. For general guidance regarding the IYIffek'" fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB49 and BCSI Building Component, 6904 Parke East Blvd: : Safety.lnformation available from Truss Plate: lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL _36610. Job Truss Truss Type ' Qty Ply GHO - Grenadine: Club -Classic Stone , ` T25157297 2893247-GHO-62MW .. AB Roof Special 1 1 Job Reference (optional) " t3uiiaers t-ustbource kmani Glty, t-L), mam Uty, I-L - JJbt1/; 0.43U.5 Aug ID ZUe I IVII I eK IfIDUStr1 e5, IIIU..VVUU Huy e3 1 D:U I:OI 4U41 rdye 1 ID:rcJP0140c?YPehx6U_io6xiNgS4,Rf1 MKsQjAFpX5JAU- ?IfcNe?iNNYEoNlv3e2SCykGnS -2-0.0 6-9-15 13-1-1 20-0.0 22-5-8 25-:1.8: 32-6-12 40-0.0 42-0-0 2-0.0;. 6-9.15 6-3-1 6.10-15 2-5-8 2-6-0 7-5-4 7-5-4 2-0-0 Scale=1:79.2 . 5x6 6.00 .12 : 6 5x6.= 27 .4x6 28 3x6 3x6 5 9 3z4 10 3x4 G 4 3 29 11 26 12 m .o 2 17 0 7 16 14 .31 13 - 1 6x8 = 30 15 ST1.5x8 — .19 , o 4x8 = STP = 19 18 4x8 — . 5x6 = 3x6 = 5x8 =I 4x8 = 6-9-15 13-1-1 20-0-0 22-5-8 25-.1-8 32-6-12 40-0-0 6-9-15 6-3-1 6-10-15 2-5-8. 2-8-0 7-5-4 7-5-4 Plate Offsets (X,Y)-- [8:0-3-0,0-2-01; [11:0-2-12;0-0-11, [17:0-5-12,0-3-121, [19`.0-3-8,0-2-81 .LOADING (psf) SPACING- 2-0-0 : CSI. DEFL. in . (loc) I/deft Ud PLATES GRIP TCLL .20.0 Plate Grip DOL 1.25 TC . 0:93 Vert(LL) -0.24 16=17 >909 ..360 MT20 244/190 TCDL 15.0 Lumber D.OL . 1.25 BC . 0;90 Vert(CT). -0.50 16-17 >950 .240 BCLL 0.0 - Rep Stress Incr' YES WB 0.73 Horz(CT) 0.1.8 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 " Matrix-SH - Wind(LL) '0.25 16-17 .>999 240 Weight: 270lb FT=20% LUMBER- BRACING- TOP CHORD: 2x4 SP fVo.P *Except*":' TOP CHORD Structural wood sheathing directly applied. . . 8-9- 2x4 SP No.1 BOT CHORD.. Rigid ceiling directly applied or 5-6-8 oc bracing.: . . BOT CHORD 2x6 SP No.2 *Except'. WEBS 1 Row at midpt, : 10-14, 6-16, 5-16, 7-16. .. 2-18: 2x4:SP:No2, 5-18: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 17-19:2x4 SP No:2 OTHERS. 2x4.SP No.3 REACTIONS. (size). .2=0-8-0, 11=0-8-0 - - Max Horz 2=-429(LC 10) Max Uplift 2==840(LC 12), 11=-836(LC 12) Max Grav 2=2209(LC-17), 11=2173(LC 18) FORCES.. (lb).- Max. Comp./Max. Ten. - All forces 250 (lb) or less:except when shown. TOP CHORD 2-3=-3710/1394, 3-5=-3963/1580,,5-6=-2623/1208, 6-7=-2547/1260; 7-8=-2415/1217, 8-10=-2797/1265, 10-11=-3675/1420_' BOT CHORD 2-19=-1110/3483, 5-17=-219/1015; 16;17= .1138/3734, 14-16=-719/2663, 13-14=-1103/3145, 11=13=-.1103/3145 WEBS ..: 3-19=-591/335, 17-19=-1088/3440, 3-17=-36/259, 7-14=-425/153, 8-14= 256/904,: . 10-14=-977/458, 10-13=07319, 6-16=-788/186B, 5-16=-1611/695, 7-16=-1028/521. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl.,:GCpi=0.18; MWF.RS (directional) and C-C Exterior(2E) •2-1-7 to 1-10-9, Interior(1) 1-10-9 to 20-0-0, Exte0or(2E) 20-0-0 to 22-5-8, Interior(1) 22-5-8 to 25-1-8, Exterior(2R) 25-1-8:t6 29-1-8, Interior(1) 29-1-8 to 42-1-7 zone; cantilever left and right exposed ;C-C for members arid: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) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any. other live loads. 7) ' This truss has been: designed for a live load of 20.Opsf 'on:the bottom chord in all. areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the. bottom chord and any other members, with BCDL = 10.Opsf; 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)' = 2=840, 11=836.: Joa uln Velez PE. N6.88162 q . MITek USA, lnc,. FL Cart 6634 6904.Parke East Blvd. Tampa FL 33610 Date: "' ugust 26,2021 .© 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 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 , . , A MiTek' ' ' is always required for stability and to prevent collapse:with possible personal injuryand properly damage. For general guidance regarding the .. fabrication, storage; delivery, erection and bracing of trusses and truss systems, see . ANSIITP11 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 Job Truss Truss Type Qty :' Ply GHO -Grenadine Club - Classic Stone .. ' T25157298 2893247-GHO.62MW A9 Roof Special 1 1 . Job Reference (optional) t3uiiaers rlrstSource tenant ldty, t-L), mant t;ny, rL - 33bof, b-4dU-S Aug l b Zuel MI I eK Inausines, Inc. .vvea Aug eo Io:U i:3o eue t rage t I D:rcJ P0140c?YPehxeU_io6xzNgS4-vrakXCRLxYxOjTlhYiHu9bA9jnjmzDxu8j Nb?eykGnR 2-0-0 6-9-15 13-1-1 20-0-0 23-ti•8 26-7-8 33-0-8 40-0.0 42-0.0 2-0-0 6-9-15 6-3-1 6-1Or15 3-11-B " 2-8-0 6.5-0 6-11-9 2-0-0 Scale=1:79:2 s„a 6.00 :12' :.. 6 5x6 = 5i6 7 27 3x6 4x6 .... 3x4 5 :28 3x6 4 9. 10 3x4 - - 3 .. e 29. ' 11 26 12 7 2 - 17 .. 0 Ia m 16 14 : 6x8 = 30 15 31 13 ST1.5x8 - 0 4x8 = 4x8 = 8 STP = . ,19 18 .. 4x8 :_ ; 5x6 = 3x6 = 5x8 =: 6-9-15 13-1-1 20-0-0 26-7-8 33.0-8 40-0-0 6.9-15 6.3-1 6-10-15 6-7-8 6-5.0 6-11.9 Plate Offsets (X,Y)-- [8:0-3-0,0-2-0]; 111:0-2=12,0-0-1], [17:0-6-0,0-3-121, [19:0-3-8,0-2-8] :LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in-"(loc) .I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.28 TC . 0.97 Vert(LL) . -0.24 16-17 >999 ..360. MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC_ 0.90. Vert(CT) . -0.50 16-17 >943 .240 BCLL 0.0 Rep Stress Incr.' YES WB 0:84 Horz(CT) 0.18 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH _ Wihd(LL)'-0.2616-17 >999 240 Weight: 266lb FT=20% LUMBER- BRACING- TOP CHORD: 2x4 SP No.2 ":' ": TOP CHORD.. Structural wood sheathing directly applied. BOT CHORD 2x6:SP No.2 *Except* BOT CHORD.: .: Rigid ceiling directly. applied or 5-6-10 oc bracing.. 2-18: 2x4 SP No.2, 5.-18: 2x4 SP No.3 WEBS. .. 1 Row at midpt: 5-16, 6-16, 7-16 :. _ " WEBS 2x4 SP No.3 `Except' 17-19: 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except' 21-22,24-25: 2x4 SP Nd:3 REACTIONS. (size). .2=0-8-0, 11=0=8-0 Max Horz 2=-429(LC 10) Max Uplift 2==840(LC 12), 11=-836(LC 12) " Max Grav' 2=2208(LC.17.), 11=2174(LC 18) FORCES.. (lb).- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3707/1389, 3-5=-3959/1574, 5-6=-2623/1201, 6-7=-2585/1251, 7-13=-2.569/1248, ..... . 8-10=-2921/1306, 10-11=-3687/1449 BOT CHORD 2-19=-1105/3480, 5-17=-220/1009, 16.17--1133/3730, 14-16=-838/2846, 13-14=-1133/3158, 1'1=13=-1133/3158 WEBS 3-.19=-589/336, 17-19=nlO84/3434, 3-17=-36/260, 5e16=-1609/698, 6-16=-779/1894, . 7-16=-1092/576, 7-14=-567/253, 8-14=-328/1018,.10-14=-824/404, 10-13=0/274 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDLr5:0psf; BCDL=5.Opsf; h=.15ft;.B=77ft; L=40ft; eave=5ft;'Cat. II; Exp C; Encl.,:GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2=1-7 to 1-10-9, Interior(!).1-10-9 to 20-0-0, Exterior(2E): . 20-6-0 to 23-11-8, Interior(1) 23-11-8 to 26-7-8, Exterior(2R) 26-7-8 to 30-7-8, Interior(1) 30-7-8 to 42-1-7 zone; cantilever 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) Building Designer / Project ehgiheer responsible for verifying applied roof live load shown covers rain loading requirerrients specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) ,This truss'has been designed fora 10.0 psf bottom chord live load n66cortcurrent with any, other live loads. 7) '. This truss has been: designed for a live load of 20.Opsf on the bottom chord in all, areas.where a rectangle 3-6-0 tall by 2-.0-0 wide will fit between the bottom chord and any other members; with BCDL = 10.Opsf,; 8) Providemechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=840, 11=836. Joaquin Velez PE No.68182 MiTek USA,Ihc. FL Cart6634 6904.Parke East Blvd. Tampa FL 3.3610 Date:.: .: August 26,2021 0 WARNING - Verity design arameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE P - 47 v ty g p CE AGE iv re . 5/uildin 0 BEFORE t,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 o a i 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. Additionattemporary and permanent,bracing AiTek' " 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-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 r�ty. :' Ply GHO - Grenadine Club - Classic Stone 515729 T2 9 2893247-GHO-62MW A10 Roof Special 1 1 Job Reference (optional) esunaers rasrbource trianccny, rut, riant miry, r-L - Saoer, - o.vau.s Aug io zun Mt I eK snausmes, inc..vveo Aug zo I o:ul:ut5 zuzi rage r I D:rcJ P.0140c?YPehxeU_io6xzNgS4-n4mOEx4W?K9e7sSvnPkrxGxO5hTmyfeUE26OxNykGnv ,-2-0-0 6-9-15 13-1-1-20=0-0 24-10-0 : :; 27.6-0 , 34-2=0 40-0-0 42-0-0, 2-0.06-3-1 6-10-15 4.10-0 2-8.0 6-8.0 5-10-0 2-0-0 .. Scale=1:79.2 . .5 6.00 12 . 6 : 28 5x6 _ . 5x6 =. 27 7 4x6 . 3x6 5 3x4 4 10 .. >,o--3x4 3 31 11 P8. m 12 2 17 Ia' m 1 6x8 = 16 32 15 33 14 . 13 ST1.5x8 — 1 4x8 = 4x8 = 8 STP = 19 18 4x8 5x6 = 3x6 — 6x8 = . 6-9-15 13.1-1 20-0-0 24-10-0 : ." 27-6-0 34-2=0 40-0-0 " 6-9-15 6-3-1 6-10-15 4.10-0 2-8-0 6-8-0 5-16-0 .. Plate Offsets (X,Y)-- [8:0-3-0,0-2-0], [11:0-2-12,0-0-1], [17:0-6-0,0-3=12], [19:0-3-8,0-2-8] :LOADING (psf) SPACING- 2-0 0 CSI. DEFL. in .(loc) - 1/dell Ud PLATES GRIP TOLL . 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.24 16=17 >999 .360. MT20 244/190 TCDL 15.0 Lumber DOL . 1.25 BC.. 0.00 Vert(CT). -0.50 16-17 >948 .240 BCLL 0.0 Rep Stress Inc( YES WB "0:77 Horz(CT) • 0.18 11 n/a n/a BCDL '10.0 Code FBC2020/TP12014 ; Matrix-SH _ Wlhd(LL) 0.26 16-17 : >999 240 Weight: 264 lb FT = 20% LUMBER- BRACING- TOP CHORD: 2x4 SP No.2 *Except` :' TOP CHORD Structural wood sheathing directly applied. 8-9: 2x4 SP No.1 BOT CHORD.. .: Rigid ceiling directly.applied or 5-6-11 oc bracing. . BOT CHORD 2x6 SP No.2'ExcepV - WEBS: 1 Row at midpt . : 5-16, 6-16, 7-16 2-18: 2x4,SP. No;2, 5-18: 2x4 SP No.3' WEBS 2x4 SP No.3 •Except- 17-19:'2x4 SP No.2 OTHERS: 2x4.SP No.3 REACTIONS. (size) 2=0-8-0, 11=0=8-0 Max Horz 2=-429(LC 10) Max Uplift 2==840(LC 12), 11— 836(LC 12) Max Grav 2=2206(LC.17.), 11=2174(LC 18) FORCES.' (lb)'- Max. Comp./Max. Ten. All forces 250 (lb) or less:except when shown. TOP CHORD 2-3=-3705/1387, 3-5=-3955/1585,.5-6=-2622/1246, 6-7=-2602/1240, 7-8=-2672/1308, 8-10=-3032/1339, 10-11= 3747/1512' - 'BOT CHORD 2-19=-1103/3478, 5-17=-221/1006; 16.17=-1130/3727, 14-16=-955/2962, .13-14— 1210/3230, 11=13=-1210/3230 " WEBS 3-19= 588/341, 17-19=-.1083/3430, 3-17=-44/259, 5-16=-1606/698, 6-16=-771/1888, 7-16=-1149/625, 7-14=-630/300, 8-14= 327/1052, 10-14= 753/380 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7=16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft;:Cat. ' . .. II; Exp C; Encl_GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 2.1.7 to 1-10-9, Interior(1):1-10-9 to 20-0-0, Exterior(2R) 20-6-0 to 24-0-0, Interior(1.) 24-0-0 to 27-6-0, Exterior(2R) 27-6-0 to 31-6-0, Interior(1) 31-6-0 ta42-1-7 zone; cantilever 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) Building Designer / Project engirleer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water. ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. . 6) This truss'has been designed for a 10.0 psf bottom chord live load nonconcurrent with any.other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on:the bottom chord in all. areas,where a rectangle 3-6-0 tall by.270-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.Opsf;: ; 8) Provide' mechanical connection (by'others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except at=lb) 2=840, 11=836.: : .: Joaquin Velez PE. No.68182: MiTek USA, ]nc. FL Cert 6634 6904.Parke East Blvd. Tampa FL 33610. . .Date; " August 26,2021 .® 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, proparly Incorporate this design into the overall- Bracing indicated is to prevent buckling of individual truss web and/or chord members:only. -Additional. temporary and permanent:bracing . r�� pA T e'k'building.design. is always required for stability and to prevent collapse;with possible personal injury and property damage. For general guidance regarding the - IVI� l fabrication, storage; delivery, erection and bracing of trusses and truss systems, see . ANSUTPII Quality Criteria, DSB49 and SCSI Building Component ... .. 6904 Parke East Blvd. Safety Information available from Truss Plate: Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610' ' Job Truss ;' Truss Type ' Qty :' : Ply GHO = Grenadine; Club - Classic Stone .: , .: T25157300 2893247-GHO-UMW .... All Roof Special 1 1 " Job Reference (optional) ' uutiaers rlrStbource kmani.uay, I-L), mani Gtty, rL - 3Sbtir, - - 0.43U.s Aug 1 b ZUZI MI I eK Inuusines, 1nC..vveu Hug zo I o:u I : I u zue I rage i I D:rcJ P0140c?YPehxeU_io6xzNgS4-jSu9fd5nXyPMM9clvgmJOhOMnV9EQW 6mi Mb6?GykGnt -2-0.0 6-10-1 13-1-1 20=0-0 26-10-0 29-6-0 35-3-12 40-0-0 42-0.0 . 2-0-0 . 6-10-1 6-10,-15 6.10-0 2-8-0 5,9,12 4-8-5 .. 2-0-0 .. Scale=1:79.2 . 5x6 6.00 [12. 6 26 27 4x6 7 28 3x4 i 4 29 3x4:_: g. . , 3 30 . ' 10'. .. . _. 25 11 m 2 16 6 io. I� m 15 18 1 6x8 = 14 31.: 32 12 ST1.5x8 - o - - 8 STP = 4x8 - 4 8 18 17 .. 5x8 - 3x6 = 5x8 =:' 6-10-1 13-1-1 20=0-0 26-10-0 29-6.0 35-3-12 40-0-0 6-10-1 6-3-0 6-10-15 6-10-0 2-8-0 5-9.12 4-8-5 Plate Offsets (X,Y)--[8:0-3-0,0-2-0];[10:0-2-12,0-0-1][16:0-5-8,0-4=0],[18:0-3-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in . (loc) . :I/dell Ud PLATES GRIP TILL 20.0 Plate Grip DOL 1.25 TC . 0.97 Ven(LL) -0.24 13.15 >969 ..360. MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC. 0:90 Vert(CT) -0.'50 13-15 >948 240 BCLL 0.0 Rep Stress ]nce , 'YES W B :0,.96 Horz(CT) 0.1.8 10 n/a - , ri/a BCDL' 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL)' '0.26 15-16 : >999 ' '240 Weight: 260lb FT=20/. LUMBER- BRACING - TOP CHORD: 2x4 SP No.2 *Except*' TOP. CHORD .. Structural wood sheathing directly applied. . 6-T. 2x4 SP No.1 BOT CHORD.: .: Rigid ceiling directly.applied or 5-6-14 oc bracing. . BOT CHORD 2x6 SP No.2 *Except` WEBS. 1 Row at midpt: 5-15, 7-15 2-17: 2k4;SP: No2, 5-17: 2x4 SP No.3 -WEBS 2x4 SP No.3 *Except* 16-18::2x4 SP No.2 OTHERS 2x4.SP No.3 REACTIONS. (size) , 2=0-8-0, 10=0-8-0 Max Horz 2=-429(LC 10) Max Uplift 2==840(LC 12), 10=-836(LC 12) - Max Grav 2=2201(LC 17), 10=2170(LC 18) FORCES.. (lb).- Max. Comp./Max. Ten. - All -forces 250 (lb) or less:except when shown. TOP CHORD 2-3=-36.92/1380, 3-5=-3939/1569,,5-6=-2616/..1231, 6-7=-2653/1213i 7-8=-2.879/1341, 8-9= 3243/1385, :9-10=-3742/1524 . BOT CHORD 2-18=-1097/3467, 5-16=-225/996,'15-16= 1121/3710, 13-15=-1124/3241, 12-13=-1239/3236, 10-12= 1239/3236 WEBS .3-18=-587/340, 16-18=-.1080/34.14, 3-16=-39/255, 5-15=-1590/694, 6-15=-689/1851, 7-15=-13361707, 7-13=-826/444; 8-13=-399/1177,.9-13=-522/315 NOTES- 1) Unbalanced roof live loads have been considered: for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=15ft;.B=77ft; L=40ft; eave=5ft;:Cat.. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1).1-10-9 to 20-0-0, Extedor(2R)' ' 20-6-0 to 24-0-0, Interior(iJ 24-0-046 29-6-0, Exterior(2R) 29-6-0 to 33-6-0, [nterior(1) 33-6-0 to 42-1-7 zone; cantilever left and right ''exposed ;C-C for members aridforces & MWFRS for reactions shown; Lumber DOL=.1.60'plate grip DOL=1.60 :3) Building Designer/ Pioject engineer responsible for verifying:applied roof live load shown'covers rain loading -requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water. ponding. " 5) All plates are 2x4 MT20 unless otherwise indicated. " 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with:any.other live ]odds. " 7) * This truss has been: designed for a live load of 20.Opsf'6n:the bottom chord in all, a.reas.where a rectangle 3-6-0 tall by:2-0-0 wide Will fit between the'6ottoril chord and any other rriemtiels; With BCDL = 10.Opsf:.: 8) Provide mechanical connection (by others) of truss to bearing plate'capable of withstanding 100'Ib uplift at joint(s) except at=lb) : ' . 2=840, 10=836, . Joaquin Velez PE. N6.68182 MiTek USA,]ne. FL Cert6634 690..Parke East Blvd. Tampa FL 33610 Date: August 2.6,2021 ... : .: : - . :. . ... .A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 6/19/2020 BEFORELSE. _ . • " Design valid for use only with Make 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 /� MiTek' . . is always required for stability and 10 prevent collapse:with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSYTP11 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 GHO - Grenadine; Club - Classic Stone T2515730 1 2893247-GHO-62MW Al2 Roof Special 1 1 Job Reference (optional) eugaers rtrstsource trtanvuny, t-Lj; riant city, t•L - J=t)/, tj.4Ju.5 HUg I O 4Ue I IVII I eK Inuustrle5, tr1C. vveu Huy eo i o:u i. i r cuc i rdye i ID:rcJ P0140c?YPehxeU_io6xzNgS4,CfSXtz6Pl FXD_JBUSXIYZuZawvYW.9? EwwOLgYiykGns -2-0-0 , 6-9-15 13-1-1 20-0-0 28.10-0 , 31-6-0 , '34"9-1 40.0-0 42-0-0 2-0-0.: 6-9-15 .. - .. 6-3-1 -- 6-10-15 8-10.0: 2-8,0 3-3-1. 5-2-15 2-0.0 �. Scale=1:79.2 5x6 6.00 12 . g 26 27 4x6 34 5 5x8 = . 5x6 = 7 3x4 4 3 9 28 C7 29, :10' u 25. — — m. 2 16 11 6 : o, ..: _ m - ..: ... .. 1 5x8 = 15 14 13 12 ST1.Sx8 — �. b . 4x8 — - . 8 STP = 18 17 — 5x8 :_ 4i 8 —. 4 3x6 = 5x6.=:' 6-9-15 13-1-1 .2M-0 28-10-0. 31-6_-0' 40-0-0 6-3-1 6-10-15 8.10-0 2-8.0 8-6-0 Plate Offsets (X,Y)-- [7:0-5-4,0-1-121, [8:0-3-0 0-2-01, [10:0-3-14,0=1=13j, [16:0-5-12,0-3-81 :LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (Ioc) 'I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1:25 TC . 0.82 Vert(LL) -0.19 15=16 >999 .360 MT20 244/190 TCDL 15.0 . Lumber DOL . : 1.25 BC.. 0:77 Ved(CT), . .'46 13-15 >999 240 BCLL 0.0 Rep Stress Ince: YES WB 0'84 Horz(CT) 0.18 10 n/a ri/a BCDL" 10.0 Code FBC2020ITP12014 , " Matrix-SH Wind(LL) - 0.26 15-16 >999 " '240 Weight: 267 lb FT = 20% LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 *Except*' TOP. CHORD. Structural wood sheathing directly applied. 6-7: 2x6 SP No.2 BOT CHORD.: .. Rigid ceiling directly.apPlied or 5-7-1 oc bracing.: . BOT CHORD 2x6 SP No.2 *Except* WEBS. 1 Row at midpt; 5=15, 7-15 2-17: 2x4 SP:No:2, 5-17: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 16-18::2x4 SP No.2 OTHERS' 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2= 428(LC 10) Max Uplift 2==840(LC 12), 10=-836(LC 12) . . . Max Grav 2=1942(LC.1), 10=1942(CC Y) FORCES.. (lb).- Max. Comp./Max. Ten. - All forces 250 (lb) or less:except when shown. TOP CHORD 2-3=-3272/1374, 3-5==3472/1552, 5-6=-2415/1228, 6-7=-2413/1186; 7-8=-2721/1355, 8-9=-3054/1437, 9-10= 3312/1555 BOT CHORD 2-18=-1093/2963, 5-16= 222/793, 15-16=-1110/3165, 13-15=-1297/3314',. ... 12-13=-1295/3317, 10=12=-1242/2857 WEBS . 3-.18=-570/337, 16-18=-.1075/2917, 5-15=-1356/670, 6-15=-614/1480, 7-15=-1456/820, . . 7-12=-1157/608, 8-12=-555/1236, 9-12=-284/290 : 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=S.Opsf; BCDL=5.Opsf; h=15ft;.B=77ft; L=40ft; eave=5fi; Cat. 11; Exp C; Encl.,'GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 2-1-7 to 1-10-9, Intedor(1):1-10-910 20-0-0, Exterior(2R) 20-6-0 to 24-0-0, Interior(1) 24-0-0 to 31-6-0; Exterior(2R) 31-6-0 to 35-6-0, Interior(1) 35-6-0 to 42-1-7 iorie; cantilever 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) Building Designer /;Project erlgiheer responsible for verifyidg applied roof live load shown covers rain loading requirements specific to the use of this truss component. . 4) Provide adequate drainage to prevent waterponding. 5) All plates are 2x4 MT20 unless otherwise 'indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load 'nonconcurrent with any. other live loads. 7) *. This truss has been:designed for a live load of 20.Opsf onahe bottom chord in all areas.where a rectangle 3-6.0'1all liy:2-0-0 wide Will fit between the bottodl chord and any other members: 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb)' 2=840, 10=836.: Joaquin Velez PE. No.68182: MiTek USA,1nc. FL Cart 6634 690 t 4.Parke East Blvd. v . Tampa F L 33610 . , August 26,2021 ... .. ;© WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev.5/19/2020 BEFOREIJSE. _ .. Design valid for use only with MiTek® connectors. This design is based• only, upon parameters shown, and is for an Individual building component, :a truss system. Before use, the building designer must verifythe 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 �/�i pk° is always required for stability and to prevent cellapse:with possible personal Injury and property damage. For general guidance regarding the l IVIT fabrication, storage; delivery, erection and bracing of trusses and truss systems, see , ANSUTPII Quality Criteria, DS1349 and BCSI Building Component 6904 Parke East Blvd. Salety.lnlormationavailable from Truss Plate:Institule,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610' Job Truss Truss Type Qty. ;' : Ply GHO = Grenadine; Club - Classic Stone T25157302 2893247-GHO-62MW A13 Roof Special Job Reference (optional) Builders Flrstsoufce (mant.clty,FL); Nlam city, FL = 33b6/, d.43U.S AUg l b zUzl mi I eK mauslneS, Inc. vveo Aug zo i o:Ul:l-3 zuzi rage 1 40c?YPe G ID:[cJP01 hxeU_io6xzNgS4-81aHHe7fcjtnxDdKtayKbeJexZiBvdtVDOKgncbyk nq -2-0-0 6-10-1 13-1-1 20-0-0 26-4-2 30-10-0 33-6-0 40-0-0 42-0-0 2-0.0 6-10-1 6.3.0 :6-10-15 6.4-2. 4-5-15 2.8.0 . 6-6-0 2.0.0: Scale=1:85.9. 5x6 .... . ' 6.00 12 6 26 27 3x8 4x6 :. .. .7 :. 3x6 i 5 6x6 = 5x6 = . 3x4 i 4 8 2x4 11 3 2x4 I I 28 . 2x4 II 1p 2x4:II 2x4 I P5 11 m 2x4 II 2 : 16 15 13 12 ST1,5x6 11 0 1 6x8 = 14 30 31."" .. r STP= 18 17.... 4x8 = 5x8 = 4x4 = 4x4 = 5x6 = 3x6 = 5x8 = 2x4 11 . 6-10.1 13-1-1 20-0-0 30-10-0 33-6.0 40-0-0 6-10-1 6-3.0 fi-10-15 10-10.0 2-8-0 6-6.0 Plate Offsets (X,Y)-- [8:0-5-4,0-3-0]; [9:0-3-0,0-2-0], [10:0-2-12,0-0-111 [16:0-5-8,0-4-0], [18:0-3-&,0-2-8] :LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ..(loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.75 Vert(LL) -0.33 13=15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC. 0:90 Vei (CT). -0.67 13-15 >707 240 BCLL 0.0 * Rep Stress Incr YES 1NB 0.99 HOrz(CT) 0.19 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL)' 0.28 13-15 >999 240 Weight:256'lb FT=20% LUMBER- BRACING- TOP CHORD: 2x4 SP No.2 *Except* TOP. CHORD Structural'wood sheathing directly applied or 2-2=0'oc purlins. 4-6-2x4 SP No.i .: BOT CHORD.: .: Rigid ceiling directly applied or 5-7-4 oc bracing. BOT CHORD 2x6'SP No.2 *Except*: .. . . .. WEBS: 1 Row at midpt 5-15, 7-15 2-17: 2x4:SP No.2, 5-17: 2x4 SP No.3 WEBS 2x4SPNo.3'Except* 16-18: 2x4 SP No.2 OTHERS. 2x4.SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2= 429(LC 10) " Max Uplift 2=;840(LC 12), 10= 836(LC 12) Max Grav' 2=2201(LC.17.), 10=2173(LC 18) FORCES. (lb),- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. : TOP CHORD 2-3=-3692/1367, 3-5=-3936/1'546,,5-6=-2631/1201, 6-7=-2665/1209i 7-8=-4781/1977,' 8-9= 3230/1414, 9-10= 3643/1466 BOT CHORD 2-18=-1085/3466, 5-16=-223/972,'15-16=-1.107/3706, 13-15=-1046/3146, ... . 12-13= 1418/4146, 10=12=-1120/3107 WEBS : 3-18= 584/334, 16-18=-1069/3403, 3-16=-34/260, 5-15=-1570/698, 6-15=-705/1894. ... .: 7-15=-1281/6B1, 7-13=-616/1793, 8-13=-1033/596, 8-12- 163O/597, 9-12= 410%1339 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5'.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl_GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 20-0-0, Extedor(2R): 20-6-0 to 24-0-0, Interior(l) 24-0-0 to 33-6-0, Exterior(2R) 33-6.0 to 37-6-0, Interior(1) 37-6-0 to 42-1-7 zone; cantilever 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) Building Designer /.Ptoject engineer responsible for verifying;applied roof live load shown'cbvers 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 cliord in all areas where a rectangle 376.0:tall by2-0-O wide will fit between the bottom Chord and any other members; with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to; bearing plate capable of withstanding 100 lb uplift at joiht(s):except (jt=1b) 2=840,10=836. Joaquin Velez PE. N6.68182 MiTek USA,lnc. FL:Cert.6634 6904.Parke East Blvd. Tampa FL 33610. Pate; August 26,2021 . & 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, andls for an Individual building component, not, :a truss system. Before use, the building designer must ve lty: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 . ANSUTPl1 Quality Criteria, DSB49 and BCS/ Building Component 6904 Parke East Blvd,: Safety. Information' available from Truss Plate: lnstitute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL:36610 - Job Truss . _ , . Truss Type ' Qty ; Ply GHO - Grenadine Club - Classic Stone 515730 .. T2 3 2893247-G110-62MVJ A14 Roof Special 1 1 Job Reference (optional) bunaers rrrsioource trlani LAW, r-Lt, rlanl L uy, r-L - 000b/, 6.40Ul S Aug lb ZUZI mi I eK InausineS, Inc..vvea Aug Zb I b:UI:I b ZUZI - rage I . " ID:reJP0140c?YPehxeU_io6xiNgS4r4Qi2iK9vMU1 fSxUGhNMUikiHAW ua5pOW reJthTgkGno 21-4-0 _ . -2-0-0 12-8-7 '"18-8-0.: 18-8-11 i .26-7-4 . 32-10-0..1 16-0 i 40.0-0 i 42-0-0 2-0.0 6-0-0 "' - 6 8 751.1-9:" -0-1 1-7-5 : S3-'4. 6-2-13 ' : 2-8-0 4-6-0 2-D-0 .. .. .. .. Scale=1:83.1 5x8 = . 5x6 = 6.00 12 6 7 . 3x4 32 3x4 � 31 '.' g. 5 3x6 5x6 = 5x8 = m 3x4 . 4 g :. m 3 m 33 11 30 :. .. c? m 2 11— I o I� 1 1 17. 16, 15 14 13 ST1.5x8 — 12 23 22 21204x4 11 4x8 — 4x4 4x6 = STP-: .: — 46 3x6 = . 7x8 = 3x4 11 4xB = sm 2t-4-0 12-8-7 18-8-0 18-8-11 26-7-4 32-10-0 35-6.0 40-0.0 8-0-0 6-8-7 : "5-11=9. - 1-0.1 1-7-5 .. . 8z3-4 - :: 6-2-13 2-8-0 4-6-0 ' Plate Offsets (X,Y)-- [6:0-6-0,0-2-8), [7:0-3-0,0-2-0), [10:0-6-0,0-2-81, [11:0=3-14,0-1-131, [18:0-2-0,0-0-8), [19:0-5-8,073-8) " :LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in .-(loc) . :I/defl Ud :PLATES GRIP _ TOLL .. .20.0 Plate Grip DOL 1.28 TC 0.74 Vert(LL) 0.20 15 >999 .360. MT20 244/190 TCDL 15.0 ; Lumber DOL 1.25 BC. '0;82 Vert(CT).. -0.46 14-15 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0,86 Horz(CT) " 0.16 11 n/a : : h/a BCDL'' 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL)" '0.26 15 >999 '" "240 Weight: 279 b FT=20% 'LUMBER- BRACING- . . TOP CHORD. 2x4 SP No.2 *Except*" :' TOP CHORD.. Structural wood sheathing directly applied or 2-2-0 oc puffins. 7-9:2x4 SP No.t BOT CHORD.: .: Rigid ceiling directly.applied or 5-5-6 oc bracing.: ' BOT CHORD 2x4 SP No.2 *Except` WEBS. 1 Row at midpt:: 6=17, 8-17, 9-15 18-20: 2x4 SP No.3, 16-19,11-16: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 25-26,28-29: 2x4 SP No:3 REACTIONS. (size)...2=0-8-0, 11=0'8-0 Max Hom 2=-402(LC 10) Max Uplift 2=-840(LC 12), 11— 836(LC 12) " Max Grav 2=1942(LC.1), 11=1942(LC 1) FORCES.. (lb).Max. Comp./Max. Ten. All forces 250 (lb) or less:except when shown. : TOP CHORD 2-3=-3304/1446, 3-5- 2750/1332,.5-6=-2463/.1289, 6-7=-2166/1250; 7-8=-2505/1335, 8-9= 3347/1582, 9-10=-4300/1995, 10-11=-3321/1489 BOT CHORD 2-23=-1169/2984, 22-23=-1169/2984, 18-1'9=-612/1974, 17-18=-676/2135, 15-17=-1071/2921,14=15=-1791/4381, 13-14=-1157/2866, 11-13=-1157/2862 " WEBS 3-23=0/252, 3-22=-597/284,.5-19=-435/316, 6-19=-297/741, 6=17=-145/270, ... 7-17=-430/846, 8-17=r1.144/621, 8-15=-201/681, 9-15=-1550/764, 9-14= 1232/677, 10-14=-94171009, 19-22=-872/2315 NOTES- 1) Unbalanced roof live loads have been "considered for this design. 2) Wind: "ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf;.h=15ft;:B=77ft; L=40ft; eave=5ft; Cat." II; Exi5C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to.1-10-9, Interior(1) 1-10-9 to 187870, Exterior(2E) 18-8-0 to 21-4-0, Exterior(2R)'21-4-0 to 25-4-0, Interior(1) 25-4-0 to 35-6-0, Exterior(2R) 35-6-0 to 39-8-0, Interio.r(1).39-8-0 to 42-1-7 zone; cantilever left and right exposed ;C-C for members *and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip bOL=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.preveht water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated.: ..: . 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 20. 7) * This truss has been designed for alive load of 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. " ..: .: Joaquin Velez PEN6.68182 8) Provide mechanical connection (by others):of truss to bearing plate capable of withstanding 100 lb "uplift atjoint(s) except at=1b) MiTek USA, Inc. FL:Cert 6634 2=840, 11=836. 6904.Parke East Blvd. Tampa FL 33610 Date: August 26,2021 .© WARNING -Verity design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 SEFOREUSE. , Design valid for use only with MiTek® connectors. This design is based, only; upon parameters shown,'and*is for in Individual building component, not �e ' a truss system. Before use, the building designer must verify: the applicability of design parameters and, propeily;incorporate this design into the overall 'building - deslgn. 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, sea , ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component, .. 6904 Parke East Blvd. Safe ty.Intormation available from Truss. Plate: Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FC 36610' Job Truss Truss Type Qty. Ply GHO - Grenadine Club - Classic Stone r T25157304 2893247-GHO-62MW A15 Roof Special Girder 1 1 Job Reference (optional) . builders t-irst50urce (Plant Glty; F-L), mant Glty, I-L'- 33567; .: 8.43Us AUg 16 ZU21 MI I eK Inaustnes, lnc..VVeCI AUg Z5 1b:U1:11 2U21 rage 1' ' ID:rcJP0140c?YPehx6U_io6xzNgS4-Oppo7OAAu5lNiEeep6Oyo9pa5JZHZhDoJyo_IMykGnm 20-4-0 - 23-0-0 i -2-0-0 , 6-3-.5 " , 12-11-1 , 18-8-0 1B-6-B 21-7-$ : 29-0-13 .34-6-0 , 37-2-0 40-0-0 'i 42-0-0 " 2-0-0 6-3-5 ' 6-7-12 '5-8-15 -10- 1-3-9 1-4-7 .2-8-0 2-10-0 " 2-0-0 .. . 0-10-0 .: .. . . Scale=1:80.1 54 _ 6.00 F12' .. 5x6 =. 6 7 5x6T.: 8 . x i .... . 3x6 i 5 4x4.-Zzz� 9 . 4 3x4 i 6x8 --. 6x8 — 3 10 x12 21 12 0 IcL m13 Sx 2Iv m 4x6 = 8 16 15 14.ST1.Sx8 . 1 1 17 34:. d B:STP=:. 27 26 5x12 = 3x6. 11 5x6 = 2524 4x8 =.: .4x8 = .. 3x6 = 6x8 - 6x8 12-11-1 18-8-0 1B-6-p21-7-9 23-0-0 29-0-13 34-6-0 37-2-0 :LOADING (psf) SPACING- 2-0-0 : CSI. DEFL. in ..(loc) . :Udefl Ud 'PLATES GRIP TCLL 20.0 Plate Grip DOL 1:25 TC . 0.90 Vert(LL) . -0.30 21-22 >999 360. MT20 244/190 TCDL 15.0. LumberDOL. 1.25 BC.. 'Oc87 Vert(CT). -0.68 21-22 >699 .240 BCLL 0.0 `; Rep Stress lnce : NO WB I'00 Horz(CT) 0.23 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.39 21-22 >999 240 Weight: 299lb FT=20% LUMBER- " BRACING - TOP CHORD: 2x4 SP No.2 `Except TOP CHORD.. Structural wood sheathing directly applied or 1-5.14 cc purlins. 8-10: 2x6 SP No.2 BOT CHORD.: .: Rigid ceiling directly,apPlied or 5-11-5 cc bracing.. BOT CHORD 2x4'SP No.2 `Except`. WEBS. 1 Row at midpt:: 6-25, 10-16 22-24,19-21:2x4 SP No.3, 20-23: 2x4 SP No.1, 17-19: 2x6 SP No.2 a r" 12-17: 2x6 SP M 26 WEBS 2x4 SP No.3 `Except` . . . . .. 6-25,11-15,16-20,23.26: 2x4 SP No.2 OTHERS 9x4,SP No.2 `Except`. 29-30,32-33: 2x4 SP N6.3 :REACTIONS. (size) 2=0=8-0, 12=0-8-0 Max Horz 2= 402(LC 6).. Max Uplift 2=-870(LC 8), 12=-1113(LC 8) Max Grav 2=2004(LC 1)1: 12=2464(LC 1) FORCES. (lb) ./Max. Ten..- All forces 250 ( ) - Max. Com p (lb) or less except when shown: ' TOP CHORD 2-3=-3429/1222; 3-5=-2859/1136, 5-6=-3072/1219, 6-7=-3009/1256, 7=8=-3000/1251, 7. 8-9=-3401/1311, 9-10=-4379/1672, 10-11=-6717/2568, 1.1-12=4412/1646 BOT CHORD.:2-27= 962/3083, 26-27=-962/3083, 22-23=-789/3031 „21-22=-785/3022, 20-21=-598/2444, . 19-21=-254/53,16-18=r186/613,15-16=-2471/6B76,14-15=-1309/3867, 12-14= 1299/3821 WEBS 3-27=0/261,3=26=-623/263, 5-26=-689/263, 23-25=0/293, 6-23=-908/2343, . 7-23=-1272/556, 7-20=-295/170, &20=-367/1111, 9-20=-1147/568; 9-16=-76/442, 10-16=-3068/1233; 10.15=-.1493/650, 11-15=-1249/3248, 11'-14=-127/455, 16-20=-1104/3331, 5-23=-31/353, 23-26=-798/2725; 18-2.1=-2.16/692 NOTES- :1) Unbalanced roof live loads:haye been considered;forthis•design. 2) Wind: ASCE 7-16;'Volt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15f.; B=77ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS'(directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.66 - 3) Building: Designer/ Project engineer.responsible for verifying applied roof.live load shown covers.. rain loading requirements specific to the use of this truss:component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated.; 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) *This truss has: been designed for alive load of 20.Opsf on the bottom,chord:in all areas where a: rectangle 3-6-0 tall by 2-0-0 wide - Joaquin Velez PE. No.68182 will.fit between the bottom chord and any other members. r MiTek USA, Me. FL Cert 6634 8) Provide mechanical corinection.(by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6904.Parke East Blvd. Tampa FL 33810. 2=870, 12=1113. a Date: :. -August 26,2021 Continued on•page 2 .0 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, andis for an Individual building component, not I �, - ,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 �/t -: Is always required for stability and to prevent collapse:with possible personal injury and property damage. For general guidance regarding the ' ItI1�Tek' fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Duality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Salety.lnlormation available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FE:36610 c s Job Truss Truss Type Qty. Ply GHO = Grenadine Club -Classic Stone . ... T2515730 4 2893247-GHO-UMW .... A15 Roof Special Girder. 1 1 ' Job Reference (optional) . . .A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE LSE. _ . mm 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 .... MITPrK•' ' is always required for stability and to prevent collapse:with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see , ANSM11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Salety.Informationavailable from Truss Plate: Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610' Job Truss Truss Type Qty : Ply GHO - Grenadine Club - Classic Stone " 2515730 .. T 5 2893241-GHO-62MW . . A16 Roof Special 1 1 Job Reference (optional) . Builders rlrSttiotlrce (t9am:L;Ity; hL); Plant tatty, I-L - 33bb/, -. - - t5.43U.s-Hug lb Zue I MI I eK inauslnes, Inc..vveu rug zo I o:U r: Iy zuz I raye i .... 1 D:rcJP,0140c?YPehxeU_io6xzNgS4-zBxYYi CQQjY5xYol wDRQtau?y7Hcl ek5mGH5gEykGnk . .. 25-0-0 -2-0-0: 6-3-5 12-11-1 18.8-0 1 -6- 22-4-0:2 -1 -0 30-0-3� 35-4-0 . 2-0.0 6-3-5 • : _ 6-7-12 .. 5.8-15 -10- . 2-10-0 -7- 2.1-0 .. 5-0-3 : 5-3-13 .... .... ... Scale = 1:69:1 . 5x6 = " .. .' 6.00 12 5x6— 5x6 — 7 3x4 -5-' 27 5 3x6 i 3x4 . .. .. . 28 4 29: 3x4 m 4x6 3 10 �? I� o IN 26 4 — — — o 1 m 2.. 14 13 12 .. 3x6 II v I 0 1 3x4 = 6xB = BSTP= 22.: 21.: 3x6 T 6x8._ 6-3-5 9-9-0 12=11-1 18-8.0 1 -6= 22-.T1-0 25.0-0 30-0-3 35-4-0 6-3-5 . 3.5-12 3-2 0- 5-8.15 0-10- 3-5-0 2-1.0 5-0 3 5-3-13 Plate Offsets. (X,Y)-- [8:0-3-0,0-2-0] [15:0-2-8,0-2-12], [18:0-2-8 Edge], [21:0-3-8 0-3-0] :LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ..(loc) a/dell Ud :PLATES GRIP TCLL ....20.0 Ptate Grip DOL 1.25 - TC . 0.62 Vert(LL) . -0.16 16-17 >999 360 MT20 244/190 TCDL 16.0 : Lumber DOL . 1.25 BC . 0.75 Vert(CT) 0.37 16-17 >999 240 BCLL 0.0 *: Rep Stress lncr YES WB 0.81 Horz(CT) 0.15 11 n/a n/a BCDL" 10.0 ' Code FBC2020/TP12014 : Matrix-SH Wind(LL) 0.22 16-17 : >999 240 " Weight: 241'lb FT = 20%, LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1=11 oc purlins, BOT CHORD . 2x4 SP No.2 *Except* except end verticals. 17=19,14-16: 2x4 SP. No.3 : BOT CHORD:. Rigid ceiling directly'aPpljed or 5 6 0 oc bracirig.: WEBS 2x4 SP'No.3' : WEBS 1 Row atmidpt 6-20 OTHERS 2x4 SP No.3 REACTIONS. . (size) 2=0-8-0, 11=Mechanical Max Horz 2=359(LC 11): Max Uplift 2= 766(LC 12), 11= 583(LC 12) Max Grav 2=1746(LC 1), 11=1562(LC 1) FORCES.. (lb) - Max.' Comp./Max. Ten.. - All forces 250'(lb) or less except when shown.' TOP CHORD :2-3=-2885/1237, 3-5=.2309/1'115, 5-6=-2305/1267, 6-7=-2280/1266, 7-8=-2257/1229, 8.-9=-2551/1291, 9.10=-2210/1066, 10-11=-1504/772 BOT CHORD "2-22=-1150/2612, 21-22- 1 f5O/2612,:17-18=-1061/2496, 16-17=-1062/2489, 15-16=-939/2357 WEBS 7-18=-861/528, 7-15=-596/327, 8-15=-376/839, 9-12=-682/402, 1O'l2- 804/1828, 12-15=-755/1778, 9-15=-64/411, 18-20=0/298, 6-.18=-824/1664, 5-21=-469/306, 18-21=-950/2200, 3-22=0/263, 3-21— 635/303 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=5.Opsf;.BCD L=5.Opsf; h=15ft; B=77ft;.L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS:(directional) and C-C Exterior(2E):-2-1-7 to 1-10-9, Interior(1) 1-10-9 to 18-8-0, Exterior(2E) 18-8-0 to 22-4-0; Interior(1) 22-4-0.to 25-0=0, Exterior(2R) 25-0-016 29-Or0, Interior(1) 29-0-0 to,35-2-4zone; cantilever 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) Building Designer / Project -en ineer responsible for verifying applied roof jive load' shown: covers rain loading' requirements specific to the use of this truss domponent. 4) Provide adequate drainage to prevent water ponding.' 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This:truss has been designed for a 10.0 psf bottom chord live load.nonconcurrent with any other live loads: 7) * This truss has been designed for alive loan of 20.0psf:on.the bottom chord in all areas where a rectangle 3,6-O:tall by 2-0-0 wide will fit between the bottom Chord and any other members.. . t3) Refer to girder(s) for truss to truss connections.:. 9) Provide mechanical connection (byOthers) of truss to bearing plate :capable of withstanding 1001b Uplift at joint(s) except (jt=lb) 2=766111=583.: r Joaquin Velez PE.No.68182. MiTek USA, the. FL:Cert 6634 ... • 0.. Parke East Blvd. Tampa FL 33610. Date:.: August 26,2021 .Q 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 componerit, not truss system. Before use, the building designer must verify.tfie applicability of design parameters and properly.incorporate this design into the overall 'a buiiding,design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. -Additional. temporary and permanent bracing _ Wek' .. . 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, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate: Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 a Tampa, FL .36610 Job Truss Truss Type ' Oty Ply GHO - Grenadine Club - Classic Stone . T2515730 6 2893247-GHO-62MW .... A17 Roof Special Job Reference (optional) nuimers rirsiouurce friarn.uny, MI, MUIR ulty, rL - OODor, .. _.g ,L .e -_ , .�� Y t • ID:rcJP.0140c?YPehxeU_io6xzNgS4-RNVx12D2BOgxZ'NDUwyfQoR57Xcrm3eF?wOeMh kGn " -2-0-0 6-4-9 13-0-0 :1.8-8-0. 1 -6 0 22-11-0_ : 4-4- .27-0-0 2 -9 0 33-7-12:. ;' : ' 40-0-0 2_p:pg_7.7 5-8-0 : 0-10-0 3-5-0 . " 1-5-0 .: 2-8-0 -9- 5-10-12 ::. 6-4-4 .. .... .... .. .... Scale = 1:77:6 . 5x6 - 6.00 12 6 p. 3x4 35 36 5x6 .= : :5 3x6 i 5 . 7 9 . :. 4. 3 7 3x6 3x4 � 3x4 10 3 1 1gg i6 8 _.. 38 34 o .. c7 2 12 ro .N: . : :. 1 . .: :. .: :. .: 4.c9 4x — — :. .. .. 13 .. O .. 0' 8 STP = 23 22 2120 15 14 Sf 1:5x8; — " 3A - 5x12 =: :.. \. 5x6 = 4624-4-0 .. .. .. ... .. ... .. ... .. ... 24_3 ... -1 ... .: " 6-4-9 " 13-0-0 18-8-0 1S-6-p 22-11-0 2a-10-12 27-9-0 33-7-12 . 40-0-0 .. . .. .... r 6-4-9 _ .... .. 6-7-7 : 5-8-0 -10- 3-5-0• • : '0 11-1 .. 3-5-0 5-10.12 : .. 8_q_q _ .:. .� .. .... . 0-4-5 0-0-15 Plate Offsdts (X Y)-- [8:0-3-0 0-2-01 [12:0-3-14'0-1-13] [16:0-2-8 0-4-0} [19:0-2-8 0-4-01 [22:0-5-4,0-3-01 :LOADING (psf) SPACING- 2-0-0 = CSI. p DEFL. in . floc) . :I/deft Ud :PLATES GRIP TCLL ....20.0 Plate Grip DOL 1.25 TC . 0.92 Vert(LL) . -0.28 17=18 ' y999 ..360. MT20 244/190 TCDL 15.0 Lumber DOL.: - - 1.25 BC.. 0:75, Vert(CT).. -0.65 17-18 >729 240 BCLL 0.0: Rep Stress lncr YES WB 0.96 Horz(CT)" .0.32 12 n/a : n/a BCDL 10.0" Code FBC2020/TP12014: Matrix-SH Wind(LL) 0.36 17-18 :>999 '' '240 Weight: 285 Ito FT=20% :LUMBER- a BRACING - TOP CHORD: 2x4 SP N0.2 ":' .. TOP CHORD.. Structural wood sheathing directly applied. BOT CHORD . 2X4.SP No.2 *Except* .' ..: BOT CHORD.: .: Rigid ceiling directly.applied or 5-8-8 oc bracing.: Except:.: :1,8-20,9-15: 2x4 SP N0.3, 1.6-19,12-15: 2x6 SP No.2 - ". 6-5-0 oc bracing: 16-17 ' WEBS 2x4 SP'N6.3 *Except` ": 10-0-0 oc bracing: 15-16 14-16: 2x4 SP No.2 WEBS 1 Row at midpt 6-21, 7-19 OTHERS 2x4 SP No.2 *Except` JOINTS 1:Brace atJt(s): 16 . 27-28,30-31: 2x4 SP No:3 REACTIONS. (size)... 2=0-8-0, 12=0=8-0 ... . Max Hor2 2= 427(LC 10) Max Uplift2=-838(LC 12), 12=-838(LC 12) :: " " .. . " Max Grav, 2=1942(LC.1), 12=1942(LC 1) FORCES. (lb).- Max. Comp./Max. Ten. - All forces 250 (lb) or less:ek ept when shown. TOP CHORD 2-3=-3294/1402, 3-5=-2722/1308, 5-6=-2903/1397, 6-7= 2944/1387; 7-8=-4.126/1941,' 8-9— 4613/2257, 9-11=-4671/2082, 1;1-12= 3328/1486 BOT CHORD 2-23=-1051/2972, 22-23=-1051/2972, 18-19=-1481/4112, 17-18=_1496/4142, 7. 16-17=-1330/3754,9-1:6=-358/411,12-14=-117O/2867 WEBS-.:3-23=0/261, 3-22=-624/301,.5-22=-644/268, 5-19=-13/313, 6-.19=-921/2147, :.7-19= 1949/1010, 14-16=-12403031, 11-16=-366/1231, 11c14=-1120/581, 19-22=-842/2594, 7-17=-462/324, B=17= 338/707, B-16=-852/1491 NOTES- .... . . . . . . .. . . . .... . 1) Unbalanced roof. live loads have been considered for this design. 2) Wind: ASCE'7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf;,h=15ft;:B=77ft; L=40ft; eave=5ft. Cat.:' II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to.1710-9, Inteddr(1) 1-10-9 to 18-.8-0, Exterior(2R) 18-8-0 to 22-8-0, Interior(1) 22-8-0 to 27-0-0, Exterior(2R) 27-0-0 to 31-0-0, Interior(1) 31-0-0. to 42-1-7 zone; cantilever (eft;and right " exposed ;C-C for members and4orces & MWFRS fbr reactiorls 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 useof this: truss component. 4) Provide adequate drainage to prevent water ponding. : 5) All plates are 2x4 MT20 unless otherwise indicated::' 6) This truss has been designed for a 10.0 psf bottom chord: live )oad nonconcurrent;with any other live loads. 7) ' This truss has been;designed for a live load of 20.Opsf on,the bottom chord in: all. areas:where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any:other members. "" 8) Provide mechanical connection (by others).of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at=lb) Joaquin Velez PE No.6818.2 2=838, 12=838: MiTek USA,lnc. FL Cert6634 • East Blvd. Tampa 690¢.Parke E FL 3.3610. p Date: August , .Q 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 buckling of Individual truss web and/"or chord membersonly. �Additional,temporary andpermanent.bracing ' ' �A prevent . , , . is always required for stability and to prevent collapse:with possible personal injury:and property damage. For general guidance regarding the _ IVl��ek' . . fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DS649 and BCSI Building Component 6904 Parke East Blvd. Safe ty.Intormation available from Truss' Plate: Instituta,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL :36610 - Job Truss Truss Type Qty Ply GHO -Grenadine, Club - Classic Stone 2 15730 T 5 7 .2893247-GHO-62MW A18 Roof Special Job Reference (optional) tyunaers rirsloource trianl.Uny, rL./, riant-_.ny, rL - oa00r, o-vo r.uy ID .. I wn I Gn II luuauleo, I—. .,uy — I uyo , D:rcJP0140c?YPeh eU_io6xzNctS4-NmdhAjEJiewf ? cL_BV WVsKGKE_YXSDV QZGnh k I x o Xc D I y 29-0-0 -2-0;0 .i 6-1-9 ..: .: 12-9-11 ! .' 18,0-0 19.4-01 22-11-0 : 26-4.0 127-9-01 _ 33-11-0 : 40-0-0 1. 92-0-0 8-25-2.5 1-4-0 3-T-0 . 3-5-0 1 ,,..14-11-0. 1 6-1-1 " 2-0;0 Scale = 1:77:6 . x = 6x8 = 5.00 12 6 7 . 3x4 31 8 32 .5 _ 5 5 x6 = _ x6 3x6 9 .. .. 4 .. 3x4 i 33 .1 ... .co 3x4 � v: 35 3 11, 30 .: 36 2 19 18 .7 12 :j c, lv x8 6 13 o :.. 8'STP -. :. 23. . .. 22 37 21. .. 20 16 15 14 ST1-5x8 3x6 = 5x6 = Sx12 = :5x8 = 3x6 29-0-0 6-1-9 12-9-11 18-0-0 19-4-0 22-11-0 26-4=0 27-9-0 33-11-0 _ 40-0-0 .. .. 5-2°5 :: 1-4-0 3 3-5-0 1-5-0 1-3-0 4-11-0" .: 6-1-1 �" ' Plate Offsets (X Y)-- [6:0-3-0,0-2-01; [7:0-5-8,0-2-41, [10:0-3-0 0-2-01, [14:03-8,0-2-81, [17:0-2-8;0-2-41i [19:0-2-12,Edgel, [22:0=3=0:0-3-01 :LOADING (psf) SPACING- 2-0-0 : CSI. DEFL. in . floc) . :I/defl Ud PLATES GRIP .. TOLL ....20.0 Plate Grip DOL 1:25 TC . 0.65 Vert(LL) . -0.30 18-19 >999 ..360. MT20 244/190 TCDL 15.0 : Lumber DOL.: - 1.25 BC.,: 0:88 Vert(CT).. --0.63 18-19 >745 240 BCLL 0.0; ''' Rep Stress In& YES WB 0:87 Horz(CT) 0.25 12 n/a ' ri/a BCDL' 10.0 Code FBC2020/TP12014-- .. Matrix-SH Wind(LL) 0.31 18-19 :>999 '240 Weight:276'lb FT=20%_ LUMBER- r BRACING - TOP CHORD: 2x4 SP No.2 ":' TOP CHORD_ Structural wood sheathing directly applied or 2-7=5-oc purlins. BOT CHORD. 2x4:SP No.2 *Except' BOT CHORD.: Rigid ceiling directly.applied ors-3-14 oc bracing..' 8-20,16-18: 2x4 SP N;O.3, 17-19:2x4 SP No.1 WEBS; 1 Row at micipt; : : - 5-21, 7-19, 7-21 WEBS 2x4 SP N6.3:'Except* " 14-17: 2x4 SR No,2 OTHERS 2x4 SP No.2 `Except' 25-26,28-29: 2x4 SP No:3 REACTIONS. (size)...2=0-8-0, 12=0-8-0 " Max Hori 2=-413(LC 10) Max Uplift 2==838(1_13 12), 12=-838(LC 12 " Max Grav 2=2202(LC.17), 12=2197(LC 18) FORCES.. (lb).- Max. Comp./Max. Ten. - All'forces 250 (lb) or less:except when shown. TOP CHORD ' 2-3=-3741/1436, 3=5- 3039/1316,,5-6=-2386/.1219, 6-7=-2096/1162; 7-8=-3526/1728,' 8-9= 3486/1579, 9-10=-3678/1627, 10711=-4034/1687, 11-12=-3706/1505; BOT CHORD 2-23=-1090/3506, 22-23=-1090/3506, 21-22=-821/2859, 8-19=-319/310, 18-19=-1393/4001, 1'7=18=-1331/3970, 12-14=-118513162 .. WEBS ..:3-23=0/2601 3-22=-713/297,.5-22=-64/548, 5-21=-984/458, 6-21=-400/875, 19 21=-546/2332, 7r19=-1019/2368, 9-19=-1451/663,:15-17=0/256, 10-17=-527/1516; :. 11-17==85/521, 11-14=-602/349, 7-21=-761/297, 9-17=-815/419; 14717=-1146/3148 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=&0p.sf; BCDL=5.Opsf;.h=15ft;:B=77ft; L=40ft; eave=5ft; Cat.: 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-17 to.1-10-9, Interior(1) 1-10-9 to 1870-0, Exterior(2E) 18-0-0 to 19-4-0, Exterior(2R) 19-4-0 to 23-4-0, lhterfor(.i) 2;3-4-0 to 29-0-0, Exterior(2R) 2.9-0-0 to 33-0-0, Interior(1),33-0-0 to 42-1-7 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS #or haactiohi shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use- of.this-truss component.: . 4) .Provide adequate drainage to.prevent'water ponding.' .5) All plates are 2x4 MT20 unless. otherwise indicated.: . 6) This truss has been designed fora 10.0 psf bottorn 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 arectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members, with BCDL = 1 O:Opsf. Joaquin Velez PE N6.68162: 8) Provide mechanical connection (by others):of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except at=1b) MiTek USA,Ino. FL.Cert.6634 2=838, 12=838. 6904 Parke East Blvd. Tampa FL 33610 , Date; . August 26,2021 11 : . . : : : . : . .::.. ] . a a . a . .: : . . WARNING - arameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 6/19/2020 BEFORE USE. -Verify ® fY design parameters m : : . Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, pot. � . 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 . _ . - R/� 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-89 and SCSI Building Component 6904 Parke East Blvd. Safety,lnformation available from Truss Plate: Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL: 36610" Job Truss Truss Type City : Ply GHO —Grenadine. Club - Classic Stone 2515730 T 8 2893247-GHO-62MW .... A19 Roof Special 1 1 : : Job Reference (optional) tiunaers rlrsibource trlanr:clry, rLt-, rlanc lacy, r-L -.- 3=0] 0.40V-a..1 q 10 LVG 1 1vu 1 en 111UUb111.b, mu. .vv.0 nuy .. 1 o.0 1 .... nay. , ID:rcJP.0140c?YPehxeU • io6xzNgS4- yA303FxTx2WCi95o92VN203ehkazzROhhtFlz?ykGng 2.0=0 5-4-0 11-11-0 16-0-0 : : 21-4.0 $2-1:1-0 27-9-0 2Q-4 OL 0-0: 35-9-2 4-0-0 : 5-4-0 4-1-0 . 5-4-0 1-7.0 . 4r10-0 0-7-0 2-8r0' : " 4-9-2 4-2-14 Scale=1:77.6. 5x6. 6.00 12 ... 6 32... 33 7 ax4 5 34 : _ = 6x 6x8; 8 3i. x6 8 . 4 I? 3x4 a 3 35.': . 3, 36..' 2 2 — 17 ml� Bx10 . 92 0 B STP - 24 23 37 38 22 21 20 , 5 14 16. 13. ST1.5xB — o 3x6 = 3x4 - 5x6 WB= 7x8,= 4x6 = :' 5xl2 - : :3x6:=: 7-10-1 16-0.0 21-4-0 22-11•Q ' . :' 2%2 31.0-0 35-9-2 40=0-0 . 7-10-1„ 8-1-15 .. 5.4-0 ] 7-0 4-10.0 3-3-0 4-9-2 4-2-14 Plate Offsets (X Y)-- [6:0-6-0 0-2-81 [7:0-4-0 0-2-81, [9:0-6-0,0-2-81, [17:0-5-12,0-5-0] :LOADING (psf) SPACING- 2-0-0 ' CSI. DEFL. in . (loc) . :I/defl L/d :PLATES GRIP .. ' TCLL .. 20.0 Plate Grip DOL 1:25 TC . 0.77 '' Vert(LL) . -0.33 22-24 >999 ..360 MT20 244/190 TCDL 15.0 : LumberDOL. 1.25 BC.. O:98 Vert(CT) . -0.65 22-24 >722 240'' BCLL 0.0: *: Rep Stress lncr : YES WB 0.89 Horz(CT) 0.26 11 n/a : Na BCDL 10.0" Code FBC2020/TP12014 Matrix-SH Wind(LL)' '0.32• 16 :>999 240 Weight: 273lb FT=20% LUMBER- . BRACING - TOP CHORD: 2x4 SP No.2 *Except* TOP CHORD.. Structural wood sheathing directly applied or 2-2.0 oc purlins. 7-8::2x6 SP No.2 BOT CHORD.: .: Rigid ceiling directly.applied or 2-2-0 oc bracing.: Except:.: BOT CHORD 2x4'SP No.2 *Except*: :. 10-0-0 oc bracing::15-17. 2-23:2x4:SP'No. 1, 18-20,8-15: 2x4 SP:No.3, 17-19:2x6 SP No.2 WEBS 1 Row cit.midpt 8-19 WEBS 2x4 SP No.3 *Except* 14-17,9-17:2x4. 0.2 OTHERS: 2x4.SP No.3 *Except* 1-25,12-28: 2x4 SP No.2: -REACTIONS. (size) : 2=0-8-0, 11=0-8-0 .... Max Horz, 2=-372(LC 10) Max Uplift2=-836 L .12 , 1.1=-833 ' 12 Max Grav 2=2225(LC V), 11=2221(LC 18) FORCES. (lb) -Max. Comp./Max. Teri. -All forces 250 (Ib) or less except when shown.: .. TOP CHORD 2-3=-3784/1540, 3-5=-3545/1489, 5-6=-2669/1,337, 6-7=-2938/1470; 7-8=-3337/1510, . 8-9==5083/2227; 9-10=-3406/1506;: 10=11=-3785/1579 BOT CHORD: .2-24=-1194/3524, 22-24=-932/2914, 18-19=-1918/5057,:17.18=-1939/5091, ..: a-.17=-875/520, 13-14= :1273/3235, 11-13=-1273/3235 ..: . WEBS 3-24=-335/275, 5-24=r123/666; 5-22= 771/440, 1.9-227•612/2557, 7-19=-296/1086, : 8-19= 2506/11.50., 9-14=-1374/535, 14-17=-1.134/3174, 9-17=-1308/3380, 10-14=-344/210, 6-19==382/1096 NOTES-: 1) Unbalanced roof: live loads have been considered for this design. 2) Wind:�ASCE 7-16; Vu[t=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0,18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10:9, (nterior(1) 1-10-9 to 16-0-0, Exterior(2R) 16-0-0 to 20-0-0, Interior(1)'20-0-0 to 21-4-0, Exterior(2R) 21=4-0 to 25-4-0, Interior(1) 25-4-0 to 31-0-0, Exterior(29) 3T-0-0 to 35-0-0, Interior(1) 35-0-0 to 42-'1-7 zone; cantilever 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) Building: Designer / Project engineer.responsible for verifying applied: roof. live load shown covers.rain loading requirements specific to the use of this truss: component. .4) Provide adequate drainage: to prevent water ponding.. 5) All plates are 2x4 MT20 unless otherwise indicated: 6) This truss has, been designed for a 10.0 psf bottom chord live load 'r)onconcurrent with any other live loads. 7) * This truss has been designed for alive load of 20.Opsf on the bottom-chard:in all areas where a: rectangle.3-6-0 tall by 2-0-0 wide Joaquin Velez PE No.68182: Willfit between the bottom chord and any other members, with BCDL = I O.Opsf. MiTek USA,1nc. FL;Cert 6634 8) Provide mechanical connection.(by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6904,Parke East Blvd. Tampa fL33610 . 2=836, 11=833. r Date;. .... .... . August 26,202 .0 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 : �w :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 andpermanentbracing , . 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 busses and truss systems, see. . ANS11TPI1 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd: : Salety.lnlormation available from Truss Plate:Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FC :36610 .... . Job .... . Truss ... Truss Type Olt' Ply GHO = Grenadine Club - Classic Stone 2515730 T 9 2893247-GHO-62MW .. A20 Roof Special 1 1 Job Reference (optional) tsunaers rnstaource triant.uny, rt_t, riant t try, rL - oaooi, -0-0 14-0-0 •- 2-0-0 - 6-5-6 - 7.6.10 6.00 F12 46 29 3x4.5 4. .3: 28 2 El -�1. .. d 0.4ou.5rtuy 10 cute i wn 1 en a iuuaurea, a iu. -vv cu Huy co r Hoyt I D: rcJ P0140c?YPehxeU_io6xzNgS4-FXsCO5HpmsQ5HdgNrB34g3h5uybX9117NrTzZKykGnd 18-6-12 22-11-0 23 4 0 " 27-9-0 M 4-0' 33-0-0 : ', 40-0-0 42=0-0 , - 4-6-12 4-4-4:4-5-0 2.7-0 - 2-8 7-0-0 -- 2-0-0: - .. .. Scale=1:77.6 5x6 5 3x4 = 5x6'= 630: 31 7 8 32 3x6 —' 8x12 = 3x4 = 5x8 = 3.4 =' 3x6 — ' - GS-6 14-0-0 22-11-0 27-9-0 30-4-0 33-0-0 40-0-0 7-6-10 .. 8-11.0 4d 0-0 2-7-0 .0- - 0 2.1=6 7-0-0 Plate Offsets (X,Y)-- [4:0-3-0,Edge]; [5:0-3-0 02-0], [8:0-3-0,0-2-0], [11:0-3-0 0-2-01, [15:0-3-8,02-8], [17:0-3-4,Edge], [18:0-2-12,Edge]; [19:Edge,0-1-81, 120t0-3-8,Edge] .LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ..(loc) I/deft Ud PLATES GRIP TCLL .20.0 Plate Grip. DOL 1.25 TO 0.96 Vert(LL) . -0.27 17=18 >999 .360. MT20 244/190 TCDL 15.0 Lumber DOL. 1.25 BC . -0.99 Vert(CT) . -0.67 19-20 >704 240 BCLL 0.0 '' Rep Stress Incr. . : YES WE 0.98 Horz(CT) 0.25 12 n/a ri/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH _ Wind(LL) 0.35 17-18 >999 '240 Weight: 259'Ib FT = 20%. LUMBER- BRACING - TOP CHORD: 2x4 SP N6.2 *Except* TOP CHORD.. Structural wood sheathing directly applied. 4-5: 2x4 SP M 31, 11-13,1-4:.2x4 SP No.1 BOT CHORD...: Rigid ceiling directly. applied or 2-2-0 oc bracing.' p WEBS 1 Row at midpt ' BOT CHORD 2x4 SP No.2 *Except* 3=20, 6-20, 18-20, 8-17 7-19,9-16:'2x4 SP No.3 WEBS 2x4 SP 140:3 *Except* 15-17:2x4 SP No.2 OTHERS 2x4 SP No.2 *Except' 2324,26-27: 2x4 SP N6.3 . . REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz: 2=331 (LC 11) Max Uplift 2=-838(LC .12), 12=-838(LC 12) Max Grav 2=1942(LC 1), .12=1942(LC 1) FORCES. (lb) - Max. Comp../Max. Ten. - All forces 250 (lb) or less except when shown.: " ' TOP: CHORD 2-3=-331,0/1527, 3-5=-2644/1319, 5-6= 2250/1.294, 6-7=-2939/1576- 7-8=-2954/1580, 8-9=-4785/2464; 9-10=-4691/2280; 10-11=-2796/1488, 11-12=-3233%1543 BOT CHORD 2-21=-1176/2923, 20-21=-.1176/2923, 17-18=-1050/2929, 9r17=-353/330, 14-15=-1495/3481, 12-14=-.1180/2751 WEBS 3-21=0/263, 3-20=-756/436, 5-20=-255/709, 6-20- 867/421, 18-20=-967/2582, . 6-18= 141/498; 15-17=-1642/3870, 10-17=-271/849, 10-15=-1796/799, 10-14=-1182/635, 11-14= 436/1-106, 8-18=-149/438, 8-17= 1117/2059 NOTES_ . . 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TODL=5.0psf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 14,0-0, Exterior(2R) 14-0-0 to 18-0-0, Interior(1) 18-0-0 to 23-4-0, Exterior(2R) 234-0 to 27-4-0, Interior(1) 2774-0 to 33-0-0, Exterior(29) 33-0-0 to 37-0-0, Interior(1) 37-0-0 to'42-1-7 zone; cantilever left and right exposed;C•C for members and forces & MWFRS for reaction's 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 drains a. to prevent water ponding... '5) All plates are 2x4 MT20 finless otherwise indicated.; " 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a:live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Joaquin Velez PE. No.68182 will.fit between the bottom chord and any other members. MiTek USA,iitc. FL:Cert 6634 8) Provide mechanical connection.(by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 6904.Parke East Blvd. Tampa FL 33610 2=838, 12=838. : Date: August 26,2021 .0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MIJ-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 verifyjl a epplicability 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-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 , Qt. :Ply GHO - Grenadine Club - Classic Stone T25157310 2893247-GHO-62MW A21 Roof Special 1 1 — Job Reference (optional) Builaers rlrstbource (Hlant:Ulty," F-L)', Nlant a[y, F-L _ 33b6/, q b.43D.s'AUg 16 2U21 MI I eK InaustrleS, Inc. .Wea Aug zb 1 b:U1:xu 2u21 cage r e y . , , , .. ID:rcJP.0140c?YPehxeU_io6xzNgSNlw 4-Cw_yRnJ3lUgp_myc5YlUmUCIKEdg40g9y3 D kGnb 2-0-0 : 6-9-3 122 0.0 17=8-8: 22-11-0 25-4-0 27-9-0 32=4-0: 35.0-0 40.0-0 :42=0-0 2r0,0: 6-9-3 "$-2-12 5-8.8. 9 2-5-02-5-0 4-7r0 : 2-8 0 5-0.0 . 2.0-0: Scale 5xB = .... . .... 3x4 = Sx6 = 4 : 31 32 5 33 6 7 . 6.00: 12 . 8. ' — 3034 3 : 6x8 = 5x6 — 9. � v o: 29 :2 16 3611 0 m cI7 : &B: = ::7x10 = 12 0. xBSTP=: 22 21 19 : 18 15 .. 14 13 : ST1.5x "' 3x6 = 3x6 =. 3x4 =: 5x12 =: 4x4 17x8 = .4x4 =. 4x6 6-9-3 12.0-0 17-8.8:. 22-11-0 25-4-0 r 27-9-0 32=4-0: 35.0.0 40-0.0 6-9-3 5-2-12 5.8-8 5-2-9 2-5.0 — 2-5.0 4.7-0 2-8.- 5-0-0 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8]; [7:0-3-0,02-0], [9:0-5-4,0-3-0], [10:0-3-0;0-2-0], [11:0-3-14;0-1-13], [.18fO-3-8,0-3-121, [17:0-2-4,0-3-8] .. . .. . LOADING (psf) SPACING- 2-0-0 : CSI. DEFL. in floc) . :I/dell L/d PLATES GRIP .. TCLL ....20.0 Plate Grip DOL 1.25 TC . 0.78 Vert(LL) . -0.29 1&17 ' >999 .360. MT20 .. 244/190 TCDL 15.0 : Lumber D.OL . 1.25 BC.. 0:78 Vert(CT).. -0.66 16-17 >710 .240 BCLL : 0.0. *: Rep Stress Incr: : YES WB 0,93 Horz(CT) 0.24 11 n/a n/a BCDL 10.0' :Code FBC2020/TP12014: Matrix-SH Wind(LL)- '0.37 16-17 >999 '240 Weight:2661b 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* BOT CHORD.: .. Rigid ceiling directly.applied or 5-5-12 oc bracing. 6-18,8-15: 2x4 SP No.3, 16: 17,11-15: 2x6 SP No.2 :WEBS 2x4 SP No.3 `Except` 17-19,14-16: 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except` :. 24-25,27-28: 2x4 SP No:3 REACTIONS. (size.) ... 2=0-8-0, 11LO-8-0 Max Hors 2= 291(LC 10) . ...: Max Uplift 2==838 L 12), 11=-838 LC 12 : " : Max Grav 2=1942(LC.1), 11=1942(LC 1) FORCES.. (lb).- Max. Comp./Max. Ten. - All forces 250 (lb) or Iess.except when shown. . TOP CHORD 2-3=-3269/1498, 3-4=-2757/1'378,,4-5=-2841/1505, 5-6= 3625/1806; 6-7= 3636/1807, 7-8=-4827/2404, 8-9=-4829/2252, 9-10=-2923/1482, 10-11= 3308/1558' 'BOT CHORD 2-22=-1131/2826, 21-22=-1131/2826, 19-21=-849/2392, 16-17==1256/3408,: 8-16=-333/323, 14-15==121/267, 13-14=-1793/4155,11-13=-1217/2848 WEBS 3-21=-577/338, 4-21=-1.32/424, 4-19=-329/753, 5-19--1143/582, 17-19=-1038/2842, 5-17=-408/1063, 7-17= 229/584, 7-16=-937/1789,14-16=-1777/4121, 9-14=-1167/584, 9-13=-1722%877, ,10-13=-519/1269 NOTES- 1) Unbalanced roof -live loads have been considered for this design. 2) Wind: ASCE'7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf;.h=1:5ft;:B=77ft; L=40ft; eave=5ft; Cat.: 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to.1-10-9, Interior(7) 1-10-9 to 12,0-0, Exterior(2R) 12-0-0 to 16-0-0, Inte6or0) 1.6-0-0 to 25-4-0, Exterior(2R) 25-4-0 to 29-4-0, Interior(1).29-4-0 to 35-0-0, Exterior(2R),35-0-0 to 39-0-0, Interior(1) 39-0-0 to 42-:1-7:zone; cantilever left and right exposed ;C-C for members and: forces & MWFRS forreactions shown; LumberDOL=1.60 plate gdp'DOL=1,60 3) Building Designer / Project engineer.responsible for verifying applied roof live load shown covers rain ioading requirements specific to the use oi.thistruss component.: . 4) .Provide adequate drainage to.prevent �water'ponding. 5) All plates are 2x4 MT20 unless. otherwise indicated.: . 6) This truss has been designed fora 10.0 psf bottorn 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 3-6-0 tall by 2-0-0 Witte will fit between the bottom chord and any other: members. Joaquin Velez PR No.68182: 8) Provide mechanical connection (by others):of truss to bearing plate Cape ble'of withstanding 100 lb uplift at joints) except at=1b) MiTek USA,Inc. FL.Cert.6634 2=838, 11=838. " 6904.Parke East Blvd. Tampa FL 33610. :Date: August 26,202.1 ... .. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PA E.M -74 3 rev. 5/19 202 BEFORE USE. fY 9 P C G II 7 / 0�� 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 andpermanentbracing WWI is always required for stability and to prevent collapse:with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see . . ANS11TP11 Quality Criteria, DSB49 and BCSI Building Component � , 6904 Parke East Blvd. : Safety.Information available from Truss Plate: lnstitute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL .36610_ - Job Truss Truss Type oty Ply GHO -Grenadine, Club - Classic Stone 5 1 T2 1573 1 2893247-OHO-62MW ... A22 ROOF SPECIAL 1 2 Job Reference (optional) t3uiiaerS rlrst5ource (manta Gny," t-L)-, rlanl Glly, t-L - JJOW, 0.40U.5 Hug 10 cuc i rvn i ere uiuusures, ❑w..vveu My - , 0-V I - cuc , " ya , ID:rcJP0140c?YPetixeU_io6xiNgS.4.g6YKe7Ki3nog84ZyVJJcnHhJm?9j3MACZ3pidA k fy Gna 5-6-15 16-8.0 22-11-0 : 27-4-0 27r8 030-11-4 34-4=0 37.0-0 , 40-0-0 2-0.0 5-6-15 4-5-1 6-B-0 6.3-0 4-5-0 0-5-0 3-2-4.. .3-4=12; 2-8-0 3-0-0 : 2-0-0: S tale = 1:76:2 . x8 ... 3 4 3k6 &6 . .4. - 3486 36 5 6 : " 7 37 8 .9 6.00 22 3 x4 \ 3x4 .. 1. 0 3 33 '38 _ _ .. 5x6"-. 5x8 m 11: : 4: 6. 32 .. . . 39 m .2 : 0 :. 19 13 j 40o Iv :5x8 = 14 -- 6 �.1 x8STP=: 25 24' 23:" : 22 21 18 17 16: 15 ST1.5x81I 3x6 = .. :.. 3x6 = 3x4. = 4x8 =.. 5x8 = 4x4 =. ... 3x6 5-6-15 10-0-0" 16-8=0 22-11-0 27-9-0 30-11-4 ; 34-10" _,_ 37-0-0 40-0-0 5-6-15 V.-1 6-8-0 6-3-0 4-10.0 3-2-4. 3.4. 2-8-0 3-0-0 Plate Offsets (X Y)-- [4:0-6-0 0-2-8]: [8:0-3-0 0-2-0] [12:0-6-0,0-2-81, [19:0=2-12,0-3-4], [26:0-2-12 0-2-12]" " LOADING (psf) SPACING- 2-0-0 : :: CSI. DEFL. in . (loc) . :I/dell Ud :PLATES GRIP .. TCLL ....20.0 Plate Grip DOL 1.25 TC . 0.33 " Vert(LL) . -0.19 19.20 >999 360. MT20 " 244/190 TCDL" 15.0 : Lumber DOL . - : 1.25 BC . 0:62 Veit(CT).. -0.44 19-20 >999 240 BCLL"; 0.0 Rep Stress]ncir YES WB 0.75 Horz(CT) 0.14 13 n/a ri/a BCDL"' 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL)" "0.24 19-20 : >999 '240 Weight: 495'lb FT = 20%" . .. LUMBER- BRACING- TOP CHORD: 2x4 SP No.2 TOP CHORD . Structural wood sheathing directly applied or 5-7=5 oc purlins. BOT CHORD . 2x4:SP No.2'Except* ... .. BOT CHORD.: .: Rigid ceiling directly.applied or 10-0-0 oc bracing,'. Except:: 7-21,9-18: 2x4 SP No.$ . , _ 8-8-14 oc bracing::16-17; " WEBS 2x4SP'N6.3:_ OTHERS 2x4 SP No.2 *Except* 27-28,30-31: 2x4 SP No.3 REACTIONS.. (size) 2=0-8-0, 13=0.8r0. Max Horz, 2=249(LC 11) " - Max Uplift 2=-838(LC 12), 13=-838(LC:12): Max Grav:2=1942(LC 1), 13=1942(1C 1) " :' : FORCES: .(lb) ; Max. Comp./Max. Ten: -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3279/1493, 3-4=-2913/1408, 4-5=-3369/1673, 5-7= 4519/2135, 7-8=-4554/21.50, 8-9= 46.06/2194, 9-10=-4721/2158, 10-11=-4137/1937, 11-12=-4934/2282,.. 12-13=-3179/1429 " ' ' BOT CHORD 2-25=-1144/2804', 23-25=-1144/2804, 22-23=-927/2550, 7-20=-363/284, " .7. 1479/3980,16=17=-2165/5063, 15-16= 1091/2694, 13-15=-1094/2691 "':' ` ' WEBS . ""..:3-23- 389/257, 4-23=r89/365, 4=22=-471/1106, 5-22=-1202%622, 20-22=-1234/3289, :.5-20=-542/1350, 8-20=-341/8.61, 8-19=-653/1315,.17-19= 1599/3918, 10-19=-122/620, ". 10-17=-859/376, 11-17=-1520/720, 9'1-16=-1372/710, 12-16=-1288/2629. : 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=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf;:h=15ft; B=77ft; L=40ft; eave=5ft; Cat.-. II; Ezp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-0-0, Exterior(2R) 10-0-0 to 14-0-0, Interfor(1)14-0-0 to 27-4-0, Exterior(2R).2.7-4-0 to 31-4-0, Interior(1)31-4-0 to 37-0-0, Exterior(2R) 37,-0-0 to 41-0-0, Irite6or(1) 41-0-0 t6:42-1-7'zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for:reabtions shown; Lumber DOL=1.60 plate grip DOL=1'.60 : 5) Building Designer / Project engineer:responsible for verifying applied roof .Iive load shown covers:rain Joe.din g requirements specific_ Joaquin Velez PE" No.68182: to the use.of.this truss component.: rMiTek USA,1nc. FL Cart 6634 6) "Provide adequate drainage to prevent water ponding. a 6904.Parke East Blvd. Tampa FL 33610 : :7) All plates are 2x4 MT20 "unless. otherwise indicated. ": . D"ate:"" 8) This truss has been designed for a 10.0 psf bottom 'chord live load nonconcurrerlt:with any other. live leads.... August 26,2021 Continued'on.page 2 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 propeny.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 , , .. A MiTek' ' 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 . ANS11TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd: : Satefyintormation available from Truss Plate: Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 13600 Job Truss Truss Type ' City Ply GHO - Grenadine Club - Classic Stone T25157311 .2893247-GHO-62MW .... A22 ROOF SPECIAL 1 .L 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, and is for an individual building component, not �. . :a truss system. Before use, the building designer must verifythe applicability of design parameters and properly 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 ... MiTek'. - is always required for stability and to prevent collapse:with possible personal injury and property damage. For general guidance regarding the fabrication, storage: delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salety.lnlormation available from Truss Plate:lnstitute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL:36610 Job Truss Truss Type . Qty Ply GHO = Grenadine Club - Classic Stone ' 2515731 T 2 2893247-GHO-62MW B Common.Su ppor4edGable 1 - 1 """ Job Reference (optional):' Builders FirstSource (Plant City, FL), Plant City, FL - 33567, :. 8.430 s'Aug 16 2021 MiTek Industries, Inc.. Wed Aug 25 15:01:39 2021 Page 1 Ip;rcJP01 eU_io6xzNg84-N1861XSzis 45Oo7hoj 40c?YPehx 3FLdK RvBE0isg2MN79X4yki3nO' 2-0-0 1 9 7 1 1 10 8 0": 19-4-15 19T6-9 21-4.0 :, 23-4-0 27070 1-9-7 0- -9 8-8-15 — 8.8-15 0-i-9 1-9 7. : ' :.2-0-0 Scale .1:41.2 ... ... . 7 6 8 . . . ...... ... . .... 9 :3x4 6.00 12 ... x4 3 .. 11 2 T. 12 m 01 x� 13 0 4x8 1 21 20 19 18 17 16 :. 15 14 4x8 I — z _ 3x4 = 21.4-0 .. . ... . . 21_4-0 . . Plate Offsets (X Y)-- [2:0-3-8,Edge]' [2':0'-2-8,Edge], [12:0-3-5 Edge], [12:0-2-8,Edge] LOADING (psf) :SPACING- 2=0-0: . :. CSI. DEFL. in (loc) : I/defl Ud "' PLATES GRIP TOLL 20.0 "'Plate Grip DOL ... 1.25 TC 0.56 Vert(LL) -0.01 ' 13 n/r .120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC: 0:13 Vert(CT):' -0.02 13 n/r 120 BCLL 0.0 ' Rep Stress Incir . YES WB. 0.10 Horz(QT). - :0.01 12 n/a 'n/a BCDL10.0' Code FBC2020/TP12014.. Matrix=SH .:. Weight 119'Ib FT=20%, . LUMBER- BRACING - TOP CHORD 2x4 SP Not TOP CHORD ' : Structural wood sheathing directly applied or 10-0-0 oc puffins. BOT CHORD. 2x4 SP No.2 BOT CHORD.' Rigid ceiling directly applied or 6-0-0 oc bracing„ OTHERS:::: .2x4.SP No.3'Except' —.. .....: ... 1-22,23-24,13-25,26-27: 2x4 SP No.2 REACTIONS. All bearings 21-4-0. " ' — (Ib) r Max Horz 2=-249(LC 10) .. Max Uplift All uplift 100 Ib or less at joint(s) 19, 20, 16, ] 5 except 2=-263(LC 12), 12=-263(LC 12), 21=-11,8(LC 12);14=-118(LC 12) .... ... Max Gray All reactions 250 lb or less at joint(§) 17, 19, 20, 16, 15 except 2=346 L 21), 12=346 22), 21=381(LC 17), 14=390(LC 18) FORCES. :(Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-31/267, 7-8= 46/267. BOT CHORD 2-21=-134/280; 20-21=-134/280, 19-20=-134/280, 17-19=-134/280, 16-17=-134/280, 15-i6w-134/280, 14-15_ 134/280,_12-14==134/280 WEBS 4-21=-289/300, 10-14=-295/297 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=5.0psf; BCDL=5.0psf; h=15ft; B=77ft L=4011; eave=2ft; Cat. II; Exp C; Encl., GCpiw0.18; MWFRS (directional) and:C-C Corner(3E) -2-1-7 to 1-10-9, Exterior(2N) 1-10-9 to 10-8-0, Corner(3R) 10-8-0 to 14-8-9Exterior(2N) 14-8-0 to 23-5-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 aspeirANSI/fPI 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:comporient. 5) All plates are 2x4 MT20 unless otherwise indicated: 6) Gable requires. continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 Do. 8) This truss has been designed for a 10.0 sf bottom chord live load nonconcurrent with an other live 9 P y loads. ...'.. 9) * This truss has be.en.designed for a live load of 20.0psf;on the bottom chord in. a11, areas.where a rectangle 3-6=0:ta11 by 2-0-0 wide will fit between the, bottom; chord and any other members..: .:p. 10) Provide mechanical connection (by others). of:truss to bearing plate capable of withstanding 100 lb uplift'at joint(s) 19, 20, 16, 15 except (jt=lb) 2=263, 12=263, 21.=1.1:8; 1.4=118. Joaquin Velez PE N6.68182 11) Beveled plate or shim required to -provide full bearing surface with truss chord at joint(s) 2, 12: ... MiTek USA, Inc. FL Cert 6634 69 East Blvd. Tampa 04 Parke FL 33610 Date:. •August 26,2021 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; andjs for an individual building component, not a truss system. Before use, thebuilding designer must verify.the applicability of design parameters arid 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 . ANS11TP/r Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd: Safety Information available from Truss Plate, Institute,:2670 Crain Highway, Suite. 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Qty Ply GHO - Grenadine Club - Classic Stone 51573 T2 13 28W247-GHO-62MW 131 Common.. ...... y 1 . . ...... ... Job Reference (optional): builders rirsibource Irian city, t-L), riam Llry, rL-.JJbbl, b.4Ja S Hug l b ZUZI MI I eK Inausrnes, Inc.. vvea Aug zo l b:U1 :41 zuz i - rage 1 . . ID:rcJP0140c?YPehxeU_io6xzNgS4-JQGtADTDETJzawTFDggbmDol9?ryAhDKghcFbzykGnO - 2 0 0 4 9=8 .. .. 10-8.0 16-6-8 : 21.4-0 23-4-0 2-0-0 4-9-8 : 5-10-8 5-10-8 4-9-8 2-0.0 .. .. cae -, . 4x6'= 4 6:00..12 . 19 20 3x4 3x4 ,. 3 :.'.. 5 1 8 P1. .. 2 �. 6 m �. W 01 e ° 11 10 9 8 . e.. 6. o 8 STP = 3x4 = ST1.5k8 STP .... . . 3x4 i 3x8.= 3x 4-9=8 10.8:0 . 16-6-8 " . 21-4-0 ..: 4-9-8 S-10.8 5-10-8 4.9.8 Plate Offsets (X,Y)-- [2:0-2-10,0-1-81, [6:0-2-10;0-1-81 LOADING (psf) :SPACING- 2-0=0: : CSI. DEFL. in (loc) . I/deft L/d PLATES GRIP ". TOLL 20.0 ... Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.04 ' 8-9 >999 .360 MT20 244/190 TCDL 15.0 Lumber'DOL 1.25 RIC 0AB Vert(CT): -0.12 8-9 >999 240 BOLL. 0.0; '' Rep Stress Inor : YES VIIB. 0.42 Horz(GT), :0.04 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 . Matrix=SH _ : _ _ _ W ind(LL)' ' 0.06 . ; _ 8-9 . >999 ' 240 Weight 115 lb FT - 201/o_ . . LUMBER- BRACING - TOP CHORD. 2x4:9P No.2 TOP. CHORD '' . Structural wood sheathing directly applied or 4-6-9.oc purlins. BOT CHORD. 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-1 oc bracing. WEBS :::. 2x4.SP No.3 ... OTHERS 2x4 SP,No2 *Except' 13-14,16;17:2x4SP No.3 REACTIONS. (size) 2=0-8-0, 6 0=8-0: ...... ... Max Horz 2=-262(LC 10) Max Uplift 2=-524(LC 12), 6=-524(LC 12) Max Grav 2=1102(LC 1), 6=1102(LC 1) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or'less .except when shown.' " TOP CHORD 2-3=-1574/800, 3-4==1094/637, 4-5=-1094/637, 5-6=-1574/799 BOT CHORD 2-11=-522/1427, 9-11=-..522/1427, 8-9=-564/1320, 6-8=-564/1:320 WEBS 4-9=7203/542, 5-9=-557/374, 3-9=-555/375 NOTES- ... 1) Unbalanced roof:live loads have been considered for this design:. " 2) Wind: ASCE.7-16; Vult=160mph (3-second gust) Vasd=124mph; T.CDL=5.Opsf; BCDL=5.Opsf; h=15ff; B=7711; L=40ft; eave=5ft; Cat. 11; Exp.C; Encl.,.GCpi=0.18; MWF.RS (directional) and C-C Exterior(2E).-2-1-7 to 1-10-9, Interior(1)A.-10-9:to 10-8-0, Exterior(2R)::...: .:. 10-8-0 to 14-8-0, Interior(1:) 14-8-0 to 23-5-7 zone; cantilever left and right exposed ;C-C for members and forces&. MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1:60 3 BuildingDesi ner / Project engineer responsible for verifying applied roof live load shown covers rain loadin requirements specific 9. 1 9� P Y 9 PP. 9 q P to the use of this'truss component:: .. 4) All plates are 2x4 MT20 unless otherwise. indicated. 5) .This truss has been designed.for a 10.0'psf bottom chord live load nonconcurrent with any, other live loads: 6) ' This truss has been designed for a live load of 20.0psf'on the bottom chord in all areas where a rectangle 3-6-0.4all by-2-0-0 wide Will fit between the bottom chord and any other members. 7 'Provide mechanical connection b others of truss to bearing late capable of withstanding 100 lb uplift at'oint s except 't-Ib (.Y. ) 9P P 9 P 1 O P h- ).. "' 2=524,.6=524.. Joaquin Velez PE N6.68162 MfTek USA, Inc. fL.Cert 6$34 - East Blvd Tampa 690. Pare FL 33610 August 26,2021 0 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 vedfy.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 members7only: 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 Ouality 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 GHO - Grenadine Club - Classic Stone . 15731 T25 4 2893241-GH0-62MN/ B2 Roof Special - 1 1 • Job Reference (optional): Builders FirstSource (Plant City, FL), Plant City, FL, 33567, 8.430 s'Aug 16 2021 MiTek Industries, *Inc.. Wed Aug 25 15:01:41 2021 Pagel I D:rcJP0140c?YPehxeU_io6xzNgS4-JQGtADTD.ETJzawTFDggbmDol9?rwAgLKghcFbzykGnO _2_p_p 4 9 8 _ : .10-8-0 16-6-6 21-4-0 .. : 2-0-0 4-9.8 5-10-8 5-10-8 4-9-8 .. Scale=1:40.7 - 4 _ a d. 6.00 F12 16 3x4 i 3x4 3 5..17 14 2x4 11.2 6 : .... .2xa11 Iaa . o 1' 10 B .... . s se : 3X4 ST1.5x8STP= 2x4 II 3X8 2x4 11 3x43x4 - 4 9 8 10.8-0 16-6-8 2144 0 4.9-8 5-10-8 5-10-8 4-9-8 Plate Offsets (X,Y)-- [2:0-2-10,0-1-81 {6:0-2-0;Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) : I/deft L/d "" PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.05 8=10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0:49 Vert(CT): -0.12 8-10 >999 240 BCLL 0.0 RepStress)ncr. YES WB,' 0.48 Horz(CT)" .0.05 6 n/a ..rVa. BCDL 10.0 Code FBC2020/TPI2014 Matrix=SH ' ,:. Wind(LL) 0.07 .:8-10 . >999 ' 240 Weight::107'lb FT'=20% LUMBER- :. BRACING - TOP CHORD 2x4 SP No.2 TOP. CHORD Structural wood sheathing dire ctlyappl'ied or4;3-8,oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD. Rigid ceiling directly applied or 6-11-1 oc bracing." WEBS : ' . 2x4 SP No.3 OTHERS 2x4SP:No.2'Except* 12-13: 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 2=0=8-0 Max Horz 2=250(LC 11) Max Uplift 6=-335(LC 12); 2=-537(LC 12) Max Grav 6=920(LC 1), 2=1112(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown: TOP CHORD 2-3=-1596/845, 3-4=-1114/664, 4-5- 1116/683, 5-6=-1660/903 BOT CHORD 2-10=-672/1415, 8-10--.672/1415, 7-8=-709/1405,.6-7= 109/1:406 WEBS 4-8=-250/551, 5-8=-632/432, 3=8=-556/377 NOTES- 1) Unbalanced roof. live loads have been considered for this design: 2) Wind: ASCE 7=16; Vult=160mph (3-second gust) Vasd=124mph; T.CDL=5.0psf; BCDL=5.Opsf; h=:15ft; B=77ft; L=40ft; eave=5ft;:Cat. . II; Exp C; EncLrGCpi=0.18; MWFRS (directional) and C-C Exterior(2E).72-1-7 to 1-10-9, Intedor(1):1-10-9 to 10-8-0, Extedor(2R). 10-8-0 to 14-8-0, Interior(1) 14-8-0 to 21-0-0 zone; cantilever left and right exposed ;C C for members and forces&.MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsiblelor 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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 270-0 wide will fit between the bottom: chord and any other members. " 6) Provide mechanical connection (by others) of truss to.bearing plate capable of withstanding 100 lb uplift at joiht(s) except (jt=1b) 6=335, 2=537.... .... .. . Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Cart 6634 6904 Pairke East Blvd. Tampa FL 33610 ..:Date: ' . . ...... ... . . ...... ... . .... August 26,2021 0 WARNING -Verity design.paramelers 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:buiiding 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, ' 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 . ANSYrPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate, Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL •36610 Job Truss Truss Type Qty Ply GHO =Grenadine Club - Classic Stone . ... : 5 T2515731 289.3247-GHO-62MW B3 ... Roof Special Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL = 33567, " 8.430 s Aug 16 2021 MiTek Industries,Inc., Wed Aug 25 15:01:42 2021 Page 1 I D:rcJ P0140c?YP.ehx6U_io6xzNgS4-ncg FNZU r?nRgC42SmYLgJ RLW V07bv5H U2LLpSPykGnN 2-0-0 4-9-8 10-8.0 15-1-14 - — T9.4-0 21-4.0 2-0-0 . . 4-9-8 .. 5-1.0-8 : A-5-14 " : 4-2-2 2_U_U ... . . ...... ... ...... ... Scale—,1:42.7 _. 4x4 = 4. . ... ... . 6.00 F12 . .. '. 18. '4. \ .. 17:.: 6 3x4 0 ..... ... . . ...... ... ... .. . . . ... ... 4x4 = — ..... . 4x4 8 7 16. 2x4 11 IT 2x4 II _ ...... o 1 .: ... ... �&4� ..: 12 �STP . . ...... ... a 9t3 ..... ... ..: 3x42x4 11 . ST1:.6x8 STP = 5 — 3x6 II: 4-9-8- 10-8-0 19=4-.0....: — :21 4-0 4-9-B 5-1.0-8 8-8-0 : 2_D_D Plate Offsets (X,Y)-- [2:0-2-10,0-1-81 LOADING (psf) :SPACING- 2=0=0: CSI. DEFL. in (loc) : I/dell L/d PLATES GRIP - TOLL 20.0 Plate Grip DOL 1.25 " " TIC0.64 Vert(LL) 0.14 9-10 ">999 .360 MT20' 2441190 TCDL' 15.0 Lumber DOL 1.25 RC: 0:71 Vert(CT): -0.32 9-10 >783 240 BCLL 0.0 `' Rep Stress Incr YES 'WB 0.63 Horz(CT)- ;0.04 8 n/a n/a BCDL' 10.0 '' ,CodeFBC2020/TP12014 Matrix-SH ..... Wind(LL) 0.0710-12 .>999 240' .:. ..Weight:.114'Ib FT'=20%• . _. '. _.. LUMBER- BRACING- TOP CHORD. 2x4:SP Not .. . ...... TOP .CHORD Structural wood sheathing directly applied or 4+24 oc purlins, BOT CHORD. 2x4 SP No.2 except end verticals. WEBS ::::. 2x4;SP N0.3 BOT CHORD, ; : Rigid ceiling directly:applied or 6-8-0 oc bracing..:::::. .:. OTHERS 2x4 SP.No.VExcept* 14-15: 2x4 SP No.3 . . ...... ... . . ..... ... . .... . .. REACTIONS: (size) 8=0-8-0, 2=0=870: Max Horz 2=227(LC 11) Max Uplift 8=-340(LC 12); 2==538(LC 12) Max Grav 8=928 1), 2=1120 1 ' . -FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250'(Ib)'or'less.except when shown." TOP CHORD' - 2-3=- 1608/848, 3-4=-1141/658, 4-5=-1119/691, 5-6=-1792/917, 6-7=-1442/681, 7-8=-942/450 BOT CHORD' ' 2-12=-759/1411;:10-12==759/1411,, 9-10= 708/1290 ` WEBS 3-10=-541/388, 4-10=-283/602, 5-10=7501/404, 5-9=-63/477, 6-9=-952/561, 7-9= 755/1646 NOTES-.: . 1) Unbalanced roof live loads have been oonsid.ered for this design. ...... 2) Wind: ASCE 7-16; V6lt=.160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5,0psf; h=15ft; B=77ft L=40ft; ea4e=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to-1-10-9, Interior(1) 1-10-9 to 10-8-0, Exterior(2R) 10-8-0 to 14-8-0, Interior(1) 14=8-0 to 21-2-4 zone; cantilever 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) 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 fora live load of 20.Opsf'on the bottom chord in all areas where a rectangle 3=6-0 tall by 2=0-0:wide "' .... "' will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others).of truss to bearing plate capable of withstanding 100 lb uplift at:joint(s) except Qt=lb) :.:. . . ..... ... . . ..... 8=340, P=538. ... . . ...... ... w. Joaquin Velez PE N6.69182 "6904 Parke East Blvd Tampa ..:Pate" August 26,2021 ... WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE T 11-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown,:and)s for an individual building component, not_ �a truss system. Before use- top:buildin desi ner must verif the a licabili of design arameters arid ro erf incorporate this desi n into the overall Y ,. 9 9 PP 9 P P Y. rP 9 :.. . c . .ry _ individual . building design. Bracing indicated is to prevent buckling of [russweb,and/or chord members only: �Additional.temporary, and permanent bracing son � � � � - � iTek'. is always required for stability and to prevent collapse,with possible personal injury and property damage. For generaf,guidance regarding the fabrication, storage, delivery, erection and bracing.ot, trusses and truss systems, see , ANSIITP11 Quality Criteria, DSB-h9 and BCSI Building Component 6904 Parke East Blvd, Safety Information' available from Truss Plate. Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601 :.:. . : . : ; : Tampa, FL 36610. Job Truss Truss Type , City Ply GHO - Grenadine Club - Classic Stone 2515731 T 6 2B93247-GHO-62MW B4 ... Roof Special 1 1 Job Reference (optional): buimerS hlrstboufce (mant L:Ity,FL:), Ylant uny, rL=:3356/, :. 6.43o S AUg 16 ZUZ1 mi I eK Inaustnes, Inc.. 1Nea ADg Zb 1 b:U1:43 ZUZI rage 1 ID 40c?YPehx 6 5 Fs3se ldH?5Mg • :rcJP01 eU_io xzNg54-GpOdavVUm ZhpEdeK u20oW7eY rykGnM -2 0 0 4-9-8 10.8.0 17-4-0 21-4-0 r 2-0-0 4r9.8 . 5.10-8 6-8-0 4.0-0 Scale=1:41.4 x6 = 4 6.00 12 16. .17 .' .'.. . . .'. 3x4 i . . . :. . . ...... .. 5x12 = 2x4 11 Oi 3 5 6 15. .. m 2x4 112. N K. 2x4, 11 _..: 0 10 .. 9 8 a 'e STP = 3x4 = 3z4 2x4..11 3x8 = 7 2x4 11 .. ST1.5x8 STP- 6x8 := 4-9-8 10-8-0 17-4-0 214-0 4.9-8 5-10-8 6-8-0 4-0.0 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8) LOADING (psf) SPACING- 2=0-0: CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.06 ' 8-9 >'999 360 MT20 244/190 TCDL ' 15.0 Lumber DOL 1.25 BC. 0.57 Verf(CT)- -0.17 8-9 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.60 Horz(GT).' 0.05 7 n/a ' n/a BCDL 10.0 Code FBC2020ITP12014 Matrix=SH -Wind(LL) 0.07,:9-11 >999 240 Weight::115'lb FT=20% LUMBER- aBRACING- TOP CHORD 2x4:SP Not TOP CHORD. Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS- 2x4 SP No.3 BOT CHORD: .:. Rigid ceiling directly:applied or 6-5-3 oc bracing.,' .. OTHERS 2x4 SP:No2 *Except` 13-14: 2x4 3P No,3 REACTIONS. (size) 7=0-8-0, 2=0-8r0: ' Max Horz 2=204(LC 11) •Max Uplift 7=-344 LG 12 , 2=-534(LC 12) Max Gray 7=928 CC 1), 2=1120(LC'1) FORCES. (lb) -Max. Comp:/Max: Ten. -All forces 250 (lb)'or'less except when shown.' TOP CHORD' -2-3=-1608/834, 3-4=-1140/661, 4-5=-1149/662 BOT CHORD . 2-11=-810/1407, 9-11= 810/1407, 8-9=-835/1489,.7-8=-830/1:496 WEBS 3-9=-543/364, 4-9=-194/5'49; 5-9=-622/393, 5-7=-1563/920 NOTES- 1) Unbalanced roof:live loads have been considered for this design: 2) Wind: ASCE.7=i6; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=.15ft; B=77ft; L=40ft; eave=5ft;.Cat. . II; Exp.C; Encl.,:GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)72-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-8-0, Exterior(2R) 10-8-0 to 14-8-0, Interior(t) 14-8-0 to 21-2-4 zone; cantilever 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) Building Designer/ Project engineer responsible for ve6fying:applied roof live load shown covers rain loading requirements specific to the useof this truss component.. ' 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed fora 10.0 psf bottom chord live load -ho6cortcurrent with any other live loads: 6) .* This truss has been designed for a live load of 20.0.psf 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. "7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)'except Qt=10) 7=344, 2=534.. . . . . . Joaquin Velez RE No.68182 MITek USA, Inc. FL Cart 6634 6904 Paft East Blvd. Tampa FL 33610 D:ate:. August 26,2021 ©WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'MII-7473 rev. 5/19/2020 BEFORE USE. tY 9 P Design valid for use only with MITek® connectors. This desigri 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 pr6p6dy*incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web.and/or chord membemonly: Additional. temporary. and . RA T �M ek• is alwaysrepuired 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/?P11 Ouality Criteria, 099-89 and BCSI Building Component 6904 Parke East Blvd. Selety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610. Job Truss Truss Type Qty Ply GHO = Grenadine Club - Classic Stone 515731 T2 7 289.3247-GHO-62MW B5 ... . Roof Special 1 " " 1 "' . .. Job Reference (optional). Builders FirstSource (Plant City; FL), Plant City, FL :33567, 8.430 s'Aug 16 2021 MiTek Industries,Inc." Wed Aug 25 15:01:44 2021' Page 1 . ID 4-k?y?oFV y :rcJP0140c?YPehxeU_'io6xzNgS 6XOhYROCquzNIOsQGPCgKNnWfgwCl GnL_k -2-0-0 5.4.0 10-8.0 15-4-0 21-4-0 2-0-0 5-4-0.. 5-4.0 4-8-0 6-0-0 . S= Cale .1:42.4' 4x4 = 4 ... .: - 6.00 12' 3x6 16 .4x6 = - 2x4 \\ 15. .5: 6 3 17.Oi . m 14 m 2x4 II 2. .4 2x4 11 I o a .. ... 1 " e 10: 9 18 .. 19 : 8 .. e e 8 STP = 3x4 = 3x4 = 7 . i .. ... .: 4xB = ST1.5x8 STP 3x4= r55 1540 r-5-5 7-10-10 . . 3x6 ' I 21-4-0 6-0.0 narc vnacia to ri-- Lc.�-c i� �-i-ol .. LOADING (psf) :SPACING- 2-0=0: CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL . . 20.0 Plate Grip DOL 1.25 "' TC 0.64 Vert(LL) -0.15 8-10 '>909 .360 ... MT20' 244/190 TCDL 15.0 Lumber DOL 1.25 BC: 0.70 Vert(CT) -0.29 8-10 >867 240 BCLL 0.0: `: Rep Stresslncr YES WB 0.61 Horz(CT)- 0.03 7 n/a n/a BCDL ' 10.0 Code FBC2020ITP12014 Matrix-SH Wind(LL)' '0.09 ,:8-10 >999 240 ' Weight:.115'lli FT=20%. LUMBER- BRACING - TOP CHORD 2x4 SP Not TOP CHORD Structural wood sheathing directly applied or 3=10-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS : 2x4:SP No.3 BOT CHORD Rigid ceiling directly applied or 6-3-15 oc bracing. .: . OTHERS 2x4 SP,No.3 REACTIONS. (size) 7=0=8-0, 2=0-8-0 . . " Max Horz 2=248(LC 12) Max Uplift 7=-350(LC 12),• 2=-528(LC 12) Max Grav 7=1023(LC 17); 2=1273(LC.17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3- 1788/832, 3-4=-1571/780, 4-5==1750/941, 5-6=-1l470/724, 6-7==945/549 BOT CHORD ' 2-10=-862/1618, 8-10=-520/1039 WEBS. ... 3.-10=-362/356, 4-10=221/676, 4-8=-391/857, 5-8=-1118/725,6-8=-788/1618 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft;.Cat. II; Exp.C; Encl.,.GCpi=0.18; MWFRS:(directional) and C-C Exterior(2E).-2-1-7to 1-10-9, Interior(1) 1-10-9.to 10-8-0, Exterior(2R) 10-8-0. to 14-8-0, Interior(1) 14-8-0 to 21-274 zone; cantilever left and right exposed ;C-C for members and:forces & MWFRS.for :. ... .. reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)'Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss Component. . 4) Provide adequate drainage to prevent water.ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.. 6) ..*. This truss has been. designed for a live load of 20.Opsf on the bottoin ctiord in all areas where a rectangle 3-6-0 tall by 2-0-O wide will fit between the bottom: chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s).except:Qt=1b) 7=350, 2=528. p... Joaquin Velez.PE 116.68182 MiTek USA, Inc. fE Gert 6634 6904 Parke L 33610 East Blvd. Tampa .. , Date: ... . August 26,2021 ::.... . A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 101II-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 trussweb,and/or chord members only. :Additional,temporary. and permanenrbracing. 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 . Oty Ply GHO -Grenadine Club -Classic Stone T25157318 2893247-GHO-62MW B6 ... " Roof Special 1 1 ""' " "" Job Reference (optional): Builders FirstSource (Plant City, FL), Plant City, FL-:33567, :. 8.430 s'Aug 16 2021 MiTek Industries,' Inc.. Wed Aug 25 15:01:45 2021 Page 1 :. iD:rcJ.PO[40c?YPehxeU_io6xzNgS4-CBW N?bWklip03Yn1 SgvXX3zRHc7h6Nuw]JaTkkykGnK 2-0-0 5-4-0 10-8.0 13-4-0 18-2.0'... 23-0-0 . 2-0.0 5-4-0 5.4-0 2-B-0 4-10-0 4.10-0 . Scale-.1:44.4' 4x4 = 4. ... . =: 2z4 11 4x4, . 5 3x4 = 7 6.00 .12 ... . . 2x4 \\ 16. 7 m 15 .. 2x4 I I 2 m 2 ,2, 2x4 I I 111"e.. a 11 - 9 10 e 6 8 STP = ... . - . 3x4 - 3x4 3x4 ST1.5x8 STP= i . 6x8 - s. 7-5-6 13.4-0 ..: 23-0-0 ;7-5-6 5-10-10 9-8-0 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8] LOADING (psf) :SPACING- 2-0=0 . : CSI. DEFL. in (loc) : I/clef] L/d PLATES GRIP TCLL 20.0 Plate Grip DOL .. 1.25 TIC 0.63 Vert(LL) -0.23 8-9- >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC: 0.82 Vert(CT)•-0.48 8-9 >568 240 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT). 0.04 8 n/a 'n/a BCDL 10.0 Code FBC2020/TP12014 Matrix=SH Wind(LL) " 0:08 . 9-11 . >999 240 Weight::130 lb FT '= 20% LUMBER- BRACING- . .. f OF CHORD 2x4 SP No.2 1 OP .CHORD :Structural wood sheathing directly applied 4 or 4 -12 oc purlins, BOT CHORD. 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD: .:: Rigid ceiling directly applied or 5-11-10 oc bracing - OTHERS 2x4 SP•No.3 REACTIONS. (size). :8=0-8-0, 2=0-8-0 Max Horz 2=301(LC 12) " Max Uplift 8=-387(LC 12),.2=-547(LC 12) Max Grav 8=1004 LC 1), 2=1195(LC 1) - FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1721/872, 3-4=-1493/821, 4-5==1614/904, 5-6=-1383/753 BOT CHORD 2-11= 961/1494, 9-11=-618/1049, 8-9=-557/930 WEBS. ... . 3-11=-364/347, 4-11=-235/455, 4-9=-349/794, 5-9=-920/555,.6-9=-259/600, 6-8=-1194/737 NOTES- 1) Unbalanced roof live loads have been considered for this design: 2) Wind: ASCE.7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=:15ff; B=77ft; L=40ft; eave=5ft;.Cat. . ll; Exp.C; Encl.,.GCpi=0.18; MWF.RS (directional) and C-C Exterior(2E) -.2-177 to 1-10-9, Interior(1) 1r10-9.to 10=8-0, Exterior(2E): .:. ... 10-8-0 to 13-4-0, Intehor(1.) 13-4-0 to 22-10-4 zone; cantileverleft and right 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 )oad nonconcurrent with any other live loads: 6) ' This truss has been designed for a live load of 20.00sf on the bottom chord in all areas where a rectangle 3-6-O.tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) 'Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=387, M47. Joaquin Velez PE N6.68162 MITek USA, Inc. FL Cert 6634 69.04 Parke East vTampa ..:Date: " August 26,2021 . .. . .... .... ....I . . 0 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'MI1-7473 rev. 5/19/2020 BEFORE USE. .' Design valid for use only with MiTek® connectors. This design Is based, only upon parameters shPwq,;and is for an Individual building component, not �• a :. A truss system. Before use, the building designer must vedfy,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 .. r : - - iTek - is always required for stability and to prevent collapse.with possible personal Injury and property damage. For general. guidance regarding the - - - . fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see ANSLITPII Quality Criteria, DSB-e9 end SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate. Institute„ 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610. Job Truss Truss Type ; , Qty Ply GHO - Grenadine Club - Classic Stone T25157319 2893247-GHO-UMW C Common Girder ... . ... Job Reference o tional tiuuaers rlrst5ource trlant oay, rL.j, runt t ny, rl_-.JJbbr, o.4JV J rnuy .I o cuc I IVII 1 CA II IUUJU ICJ, II lo.. rreu uy - , ay, , .. • ID:rcJP0140C?YPehxeU_io6xzNgS4-gO3mDxXM3OxFghMD?OQmTHWdWOYCruT4zyJOHAykGnJ .2.0.p 3-0-0 .: 7-7 4 12-0-12 1680 ... 2 0 0 3.0.0 : :. 4-7 4 4-5-8 4-7.4 Scale = 1:333 . ' 48 2x4 '11 3x4 = 4x4 = 6.00 12 ... 3 '.: 15 16 4 17 18 5 19 20 6 2x4 :11 2 _. 6A ..b 2x4 21 1022 9 23 . 24 8 5x8 STP = 25 26 7 2x4 11 3x8 = 4x4 3x4 = ST1.5x8 STP - x4 = 2x4 11' 3-0-0.: 7-.7-4 12-0-12 16.8-0 3.0.6 . 4-7-4 . 4-5-8 [ 4-7-4 Plate Offsets (X Y)-- [2:0-0-12 Edge] [3:0-5=4 0 2-01 LOADING (psf) :SPACING- 2.0-0. CSI. DEFL. in, (loc) . I/deft L/d "' PLATES GRIP TOLL 20.0 Plate Grip DOL ... 1.25 - TC 0.54 Vert(LL) -0.07 8-9 >999 .360 MT20 244/190 TCDL' '15.0 Lumber DOL 1.25 R.C.' OA8 Verf(CT): -0.17 8-9 >999 240 BCLL - 0.0 Rep Stress ]nor . NO WB 0.61 Horz(CT) , ' 0.03 7 n/a n/a BCDL 10.0' Code FBC2020/TPl2014 Matrix=SH .:. Wind(LL) 0.11 ,: 8-9 .>999 240 Weight: 85lb FT=20%.. LUMBER- BRACING TOP CHORD. 2x4 SP No.2 TOP. CHORD Structural wood sheathing directly applied or 34413 oc puffins, BOT CHORD. 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly.appfied or 7-2-2 oc bracing'. OTHERS 2x4 SP.No.3. REACTIONS. (size) 7=0=8-0, 2=0-8-0 Max Horz 2=167(LC 8) " Max Uplift 7=-323(LC 5), 2=-529(LC 8) Max Grav 7=864(LC 29); 2=1146(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. " TOP CHORD 2-3=-1677/540, 3-4=-2414/833, 4-5=-2414/833, 5-6=-1930/676, 6-7=-807/339 BOT CHORD 2-11=-490/1405, 9-11=-489/1421, 8-9=-676/1930 WEBS. .. 3-11=-42/264, 6-8=,681/1964, 3-9=-412/1065, 5-8=-552/286,.4-9=-401/229, 5-9= 173/512 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; B=77ft; L=40fi; eave=5ft; Cat. 11; Exp. C; Encl., GCpi=0.18; MW FRS:(directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building:Designer/ Project engineer.iesponsible for verifying applied roof live load shown covers rain loading requirements specific .. .. 16 the use of this tniss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed•for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. " 5) *This truss has been designed fora live load of 20.Opsf on the bottom. chord' in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ' will fit between the bottom chord and any:other.members. 6) Provide mechanical connection.(by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except at=lb) 7=323, 2=529. - 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 250 Ib down and:139 Ib up at 3-0-0, 120 lb down and'30 lb up at: 4-11-11, 120 Ib down and 30 Ib up at 6-11-11; 120'Ib down and 30 Ib up at 8-11=11,'120 Ib. down and 30 lb up at 10-11-11, and 120 lb down and 30 lb up at 12-11-11, and 121 lb down and 95'16 up at 14-11-11 on top chord, and-164.lb down -and 89 lb up at 3.0-0,:161b down at 4-11-11, 1.6 lb. down at 6-11-11, 16 lb down at 8-11-11, 16 lb down at. .. " 10-11-11, and 16 Ib down at 12 11-1 i, and 16'lb down at 14-11-11 on botf6m.chord. The desigh/se1e6ti66 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 fiorlt (F) or back (B). LOAD. CASE(S) Standard Joaquin Velez 1) Dead +Roof: Live (balanced): Lumber:Increase=1.25, Plate Increase=1.25 . . ...... ... MiTek USA, Inc. FL CeR 6634 Uniform Loads (plf) East Blvd. Tampa FL 6904 Parke 33610 Vert: 1 3=-70r3r6=-70, 2 7= 20 Date: August 26,2021 Continued on page 2 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1011-7473 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 permanentbracing, M iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the . fabricalipn, storage, delivery, erection and bracing, of trusses and truss systems, see ANSYTP11 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 GHO - Grenadine Club - Classic Stone 1573 T25 19 289.3247-GHO-62MW C Common.Girder — 1 1 ... Job Reference (optional): 0 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 witli WPM connectors. This design:, is based. only upon parameters shown; and,is for an individual building component, riot l �• a truss system. Before use the -building designer must verif the applicability design n i r i design.into • y ,. _ , g g y, pp ,ry ofparameters and propery. ncorpo ate this desig , nto the ; _ _ • building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only: Additionaftemporary• and pennanenTbracing_ . , - - iTek' is ahvays required for stability and to prevent collapse.with possible personal Injury and property damage. For general' guidance regarding the . . fablication, 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. lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 :... : ' .: Tampa, FL 36610 Job Truss Truss Type , Qty Ply GHO -Grenadine Club - Classic Stone T25157320 2893247-GHO-62MW C1 ... Half Hip, 1 1 Job Reference (optional): builders r-Irsiz ource lrtani Uiy, r-L), rlani idly, rL -. 000W. 0.90U U Muy .10 cuc i wu i en a 1Uusu1es, I11U.. YYCU Muy LU I U.0 1.41 cuc 1 rayu 1 ID:rcJ P0140c?YPehzeU_io6xzNgS4-BadBQHY_gJ361 rxPZ5x?OU2mCPvuaNj DCc3apcykGnl -2-0-0 5-0.0 10-11-12 1680 . 2-0-0 5.0r0 5.11.12 5-8.4 scale-. 4x8 .= 2x4 11 44 3 4 15 16 5 6:00 12 14 2x4 11 2 m 2 13 6 2x4 : I I' . ... c c e g ... B. 7 1 a e 1.Sx8 STP = 2x4 I I 3x4 = 3x10 - 6 3x4 _ ST1. 5x8 STP 3x6 11 . . ........ ... ..... ..... 5-0.0 10-11-12 " .. 16-8.0 _ 5-0-6 5-11.12.. 5.8-4 Plate Offsets (X,Y)- [2:0-2-10,0-1-8], [3:0-5=4 0-2-0] LOADING (Psf) SPACING- 2-0-0. .. CSI. DEFL. in (loc) . I/dell Ud PLATES GRIP TOLL 20.0 ... Plate- Grip DOL ... 1.25 TC 0.67 - 360 Vert(LL) 0.04 7-9 '999 MT20 244/190 " TCDL 15.0 -. Lumber DOL 1.25 B.C. 0:39 Vert(CT)- -0.09 7-9 >999 NO BCLL .0.0 ' " Rep Stress Incir YES WB 0.49 Horz(CT) 0.02 6 n/a n/a ' BCDL 10.0 Code FBC2020/TP12014 Matrix-SH ' . _ W ind(LL) '0.05 .: , 7, 9 >999 240 W eight86 lb "FT = 20% LUMBER- BRACING- TOP CHORD, 2x4.SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1 1.-8 oc puriins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS :.... 2x4.SP No.3 BOT CHORD Rigid ceiling directly:applied" or 7-10-7 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size), ' 6=0=8-0 2=0-8-0 .. ... . ...... . Max Horz 2=221(LC 12) Max Uplift 6= 267(LC 12),.2=-454(LC 12) Max Grav 6=715(LC 1), 2=913(GC 1) . FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1149/521, 3-4=-1133/625, 4-5=-1133/625, 5-6=-661/428 BOT CHORD 2-9=-541/933, 7-9=-538/999 WEBS. .. 4:-7=-457/395, 5-7=,(371/1196 . NOTES 1) Wind: ASCE 7-16; Vult-160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl.,"GCpi=0.18; MWFRS.(directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1).1-10-9 to 5-0-0, Exterior(2R).. 5-0-0.to 10-10-0, Interior(1) 10-10-0.to 16.-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions: shown; Lumber DOL=1.60,plate.gri0 DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown. covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This'truss has been designed for a .10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has: been designed for 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) ,Provide mechanical oorinection'(by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except Gt=lb) 6=267, 2=454. Joaquin Velez.PE N6.68182 MiTekIJSA,1nc.FLCert6634 • - - 6804 Parke East Blvd. Tampa FL 336.10 , August 26,2021 sp WARNING -Verify design parameters and READ NOTES ON AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 0 fY 9 P ' Design valid for use only, with MiTekQ 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 propedyincorporete this design Into the overall building design. Bracing indicated is to prevent buckling of individualtruss web"and/or chord members -only. Additional. temporary. and permanent bracing. ffek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . _ fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see ' " 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 Qty 'Ply GHO =Grenadine Club - Classic Stone : . 15732 T25 1 2893247-GHO-62MW C2 Half Hip Structural Gable 1 1 Job Reference (optional - ' eudaerS t-Irstsource trlam t;lty, r-L), rlani L;ny, r-L0.40U s Muy 10 ZUe I Iv111 UK ❑ruustnes, I It;- vvuu Muy 40 10.0 1.41 LVG 1 raye 1 ehxe xz 5 c p y nl ID:rcJP0140c?YP U_io6 NgS4-BadBQHX_gJ381rxPZ-90U2r6PwgaQ_DC 3a c kG 3 4 14 7.0-0 11-10-0..: 16-8.0 3-4-14 3-7-2 4-10-0 . 4.10.0 Scale=1:28.7 4x4 = = 2x4 II 3x4 3 4 12 : 13 5 1� 3x4 = ... ... . ' 9 8 .:. 3x4 = 5x8 0-t-12 7-0-0- 9-8-0 14-7-8 16-6-4.. 16-9-0 0- - 2 6-10-4 2-8-0 4-11-8 1-10-12 0- - 2 Plate Offsets (X Y)-- [9:0-2-12 0-3-0] LOADING (psf) SPACING- 2=0-0 CSI. DEFL. in (loc) .Udell Ud PLATES GRIP TCLL . 20.0 Plate Grip DOL .. 1.25 TC 0.35 Vert(LL) -0.05 1-9 - >909 .360 MT20" 244/190 TCDL' '15.0 Lumber DOL 1.25 BC: 0:33 Vert(CT): -0.10 1-9 >818 24.0 BCLL0.0 Rep Stress Incr YES WB 0.28 HOrz(CT) . '0.01 6 n/a ' n/a BCDL 10.0 Code FBC202OfTP12014 _ Matrix=SH .:. . . Wind(LL) 0.01 .1-9 >999 240 W.eight::83 lb 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 except end verticals. WEBS :: 2x4 SP No.3 BOT CHORD: .:: Rigid ceiling directly:applied or 10-0-0 oc bracing::::..: REACTIONS. All bearings 9-8-0 except (jt=length)-6=2-4-0, 6=2-4-0, 8=0-3-8, 7=0-3-8, (lb) - Max Horz 1=191(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1 except 6=-.189(LC 9), 9=-416(LC 12) Max Grav All reactions 250 lb or less at joints) 1; 1; 8, 7 except 6=281(LC 1), 6=281(LC 1),:9=830(LC 1) FORCES. (lb) - Max: Comp'./Max: Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 1-9=-264/220 WEBS 3-9= 335/317, 4=9=410/352, 2-9==387/397 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second dust) Vasd=124mph; TCDL=5.0psf;:13CDL=5.0psf; h=15ft;•B=77ft;: L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18;,MWFRS (directional) and GC Exterior(2E) 0-1-12 to.4-1-12, Interior(1) 4-1-12 to 7-.0-0;'Exterior(2R) 7=0-0 to 12-7-14, Interior .(1),12-7-14 to 16-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer.responsible for verifying applied roof. live load shown covers rain loading requirements specific. to the use:of this. truss component: 3) Provide adequate drainage to prevent water ponding...: 4) This truss has been designed'for a 10.0 psf bottom chord live load nonconcurrent 14ith any other live loads. 5) ' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas:where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any:other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100'lb uplift at:joint(s) 1 except at=lb) 6=189, 9=416. Joaquin Velez;PE N6.68182 M1Tek USA, lnc..L Cart 6634 60 are East Blvd. Tampa Dater . _ . August 26,2021 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 Wake connectors. This design is based_ only upon parameters shown,:and is for an individual building component, not a truss system. Before use, the building designer must verify. the. applicability of design parameters and properly incorporate this design into the overall • . . building design. Bracing indicated is to prevent buckling of individual trussweb,and/or chord members only: Additional. temporary. and permanent bracing. NITW 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-69 and SCSI Building Component 6904 Parke East Blvd: Safety Information available from Truss Plate. lnstitute,:2670 Crain Highway, Suite 203' Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type ; , Qty - Ply GHO = Grenadine Club - Classic Stone T25157322 2893247-GHO-62MW C3 Roof Special Girder 1 1 w. 'Job Reference (optional): tsunaers t-Irstzjource triant L;tty, t-Li, ream L ny, t-L-.JJbbi, :. 2-0.0 4-8-0 2-0-0 2-0-0 2-8.0 m .i 2x4 0 t5.4JU s MUg 1 b ZU41 MI I eK Inuu3IDes, Inc.. vvee rwg eo I o;U I;4o eue I Page I ID:rcJ P0140c?YP. ehxeU_i o6xiNgS4-cmBW ecYcbdBiw?Wc7pS EZibyApHZJsI M RGo7L3ykGnH 9-0-12 11-8-0 1'4-8-0 ' , 17-6-0 4-4-12 2-7-3 3-0.0 . Scale = 1:36.1 44 . . = 2x4 11 . 6 18 2=0-0 4-8-0 9-0-12 11-8-0 14-8.0 17-6-4 17r[}-0 2.0-0 2-8-0 4-4-12 2-7-3 3.0.0. 2-10-4 0- -12 Plate Offsets (X Y)-- [3:0-5-4 0-2-0]; [6`.0-5-4,0-2-0] LOADING (pso :SPACING- 2=0-0. CSI. DEFL. in (loc), . I/defl Ud PLATES GRIP TCLL 20.0 .. Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.03 8-9 >999 .360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 B.C. 029 Vert(CT): -0.06 8-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB. 0.34 Horz(QT) 0.01 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014.. Matrix-SH Wind(LL)- 0.02.:. 12 .>999 240 Weight:. 107 lb FT=20%. LUMBER-BRACING- TOP CHORD 2x4 SP No.2 TOP. CHORD Structural wood sheathing directly applied or &0.0. oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS :.. 2X4:SP N0.3 BOT CHORD: Rigid ceiling directly applied or 6-0-0 oc bracing.. -OTHERS 2x4 SP:No.3: REACTIONS. All bearings 6-0=0 except Qt=length) 2=0-8-0. .. (lb).- Max Horz 2=328(LC 8) ..: Max Uplift All uplift 100 Ili or less at joint(s) 8 excepf8=-144(LC 21), 2=-395(LC 8), 8= 456(LC 8) Max Grav All reactions 250 lb or less at joint(s),8 except 2=665(LC 28), 9=1281(LC 28), 9=1133(LC 1) FORCES. (lb) -Max.. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. : TOP CHORD 2-3- 658/206, 3-4=-710/149, 5-6==l45/451 BOT CHORD 2-13=-319/512, 12-13=-326/536, 10-12=-326/772, 8-9=-391/102 WEBS ... 3 13=-197/303, 3-12=420/524, 4-10— 822/277, 5-10=r37/255, 5-9=-522/231. .... . 6-9=778,0/332, 6-8= 140620 NOTES-. ... 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf;:h=1.5ft; B=77ft; L=40ft; eave=5ft;.Cat. 11; Exp C Encl., GCpi=0.18; MWFRS:(directional); cantilever left and right exposed; Lumber DOL=1.60.plate grip DOL=1.60 . . 2) Building: Designer / Project engineer responsible for verifying applied. roof:live load shown covers.rain loading requirements specific . to the use of this truss component. 3) Provide adequate drainage to prevent water ponding'. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads. 5) ' This truss has been designed fora live load of 20.Opsf on the bottom.chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any:othermembers. 6) .Provide rnechanical connection.(by others) of truss to bearing plate capable bf withstanding 100 lb uplift atjoint(s) except at=lb) - 8=144, 2=395, 9=456. . . 7 Hanger(s)or other connection devices shall beprovided rovided'sufficient to support concentrated loads 199 lb down and 123 lb u at O P PP O P 2;0.0 on top chord, and 214:Ib down and 169 lb up at 2-0-0'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 (balariced):,Lumber Increase=1.25,: Plate Increase=1.25 Uniform Loads (plf) - Vert: 1-3= 70, 3-4= 70, 4-6= 70, 6-7=-70, 2-8= 20 Joaquin Velez PE 96.68182 Concentrated Loads (lb) ::. .:. MiTek USA, Inc. fL:Cert 66U Vert: 13=84(F) 6904 Parke East Blvd. Tampa FIL 33610 , Date: August 26,2021 WARNING - Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE"MII-7473 rev. 5/19/2020 BEFORE ISE: Design valid for use only with MiTek® connectors. This design is based only upon parameters shown; and is loran individual building component, not �� a truss system. Before use, the building designer must vedfy-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: Additionaltemporaryand permanent bracing �ATek'- - IVI� l. is always required for stability and to prevent col.lapse,with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see . ANSVTP/r 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 ; , Oty Ply GHO - Grenadine Club - Classic Stone ' 251573 T 23 2893247-GHO-62MW CJ1 q Jack -Open 10 1 ""' ' ' Job Reference (optional): Builders FirstSource (Plant City, FL), Plant City, FL = 33567, :. 8.430 s Aug 16 2021 MiTek Industries,Inc.. Wed Aug 25 15:01:49 2021, Page 1 I D:rcJ P0140c?YPehxeU_io6xzNgS4-4zjuryZELxKgX95ohW zT5v863Dhr2OpW gwYhtVykGnG -2-0-0 1-0-0 . 2-0-0 1-0-0 Scale=.1:10.3 3 6.60 12 . 2 0 2x4 - 6 a. 2x4 II. ........ �' �' 1 ST1.5x8 STP= 4x6 I LOADING (psf) SPACING- 2=0=0 CSI.. : DEFL. in '(loc) I/clef] Ud PLATES GRIP TCLL 20.0 Plate. Grip DOL 1.25' TC 0.64 Vert(LL) 0.01 :4 . >999 360 MT20 :. 244/190 -TCDL . 15.0 Lumber.DOL 1.25 BC 0.03 Vert(CT) 0.01 4 >988 .240 BCLL :6.0 Rep Stress lncr . YES WB 0:00 Hori(CT) 0.00 3 n/a n/a BCDL 10.6 Code FBC2020TrPI2014 Matrix-P ' Wind(LL), -0.02 4 >519 240 Weight: 11 lb:. FT=20 LUMBER- BRACING - TOP CHORD 2x4 SP 14o.2' TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD. 2x4:SP No.2 BOT CHORD ". Rigid ceiling directly applied or 10-0-0 oc bracing... OTHERS: ' .2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0 Max Horz 2=112(LC 12) Max Uplift 3=.140(LC 1), 2= 399(LC 12) ... "' Max Grav 3=21O(LC 12); 2=378(LC 17) .. .. FOR (Ib) - Max. Comp./Max. Ten: -All forces 250 (lb) or,less except when shown. NOTES- 1) Wind:ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=l5ft; B=77ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS.(dire'ctional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1;60 2) Building' Designer / Project engineer responsible for verifying applied roof live load shown covers'reiin loading.requ.irements 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 fora live load of 20.Opsf on the bottom chord in all areas where: a' rectangle 3-6-0 tall by 2-0-O:wide will fit between the bottom chord and any other members. 5) Refer to.girder(s) for truss to trussconrle.ctions. . . ..... ... 6) Provide mechanical connection (by others) of truss, to beadrig'plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=140, 2=399. Joaquin Velez PE No.68182 .. MiTek USA, Inc. FL Cert 6634 East Blvd Tampa 690. Parke FL 336,10 Date:. . .. ifgust 26,2021 WARNING - Veritydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE: 9 P C e�� .. Design valid for use only with MiTek®connectors. This design is based only upon parameters shown; andis 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 io prevent buckling of individuai 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 properly damage. For general,guidance regarding the . . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - . ANSI?Pl1 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate, Institute,:2670 Crain Highway, Suite 203' Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO - Grenadine Club - Classic Stone . T2515732 4 2893247-GHO-62MW CAA Jack -Open 1 1 Job Reference (optional) liuuders rirstsource (rlant city, rL), runt cny, ru = 335s/, a.aau s Aug 1 s 2u21 rwl I ex Inoustnes, Inc.: wed Aug 2b 1 S:u1:5u 2u21' rage 1 :. ID:reJP0140c7YPehxeU_io6xzNgS4-Y9JG21at6ESh9Jg_EDUie7gR6d1Tnr3fuaHEQxykGnF - 1-0-0 ........ Scale = 1:7.6 6.00 F12 2 t .. 3 2x4 = w. LOADING (psf) SPACING- 24-0 CSI. DEFL. in (loc). 1/6efl Ud PLATES GRIP TOLL 20.0 :Plate. Grip DOL 1.26 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL . 15.0 .. Lumber.DOL ... 1.25 " BC 0.01. Vert(CT) n/a n/a .999 BCLL 0.0 '. Rep Stress Incr . YES WB 0:00 Horz(C.T) -0.00 2 n/a n/a' BCDL' '.16.0 Code FBC2020/TP12014 Matrix-P Weight: 3lb FT:=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2X4:SP No.2 BOT..CHORD Rigid ceiling directly applied or 10-0-0 oc bracing... p. REACTIONS.' . (size) 1=1-0-0, 2=1=0-0, 3=1-0-0 Max Holtz 1=29(LC 12) Max Uplift 1=-9(LC 12), 2=-30(LC 12) Max Grav:1=46(L'C 17). 2=41(LC 17), 3=20(LC:3) FORCES: (lb) -Max. Comp./Max. Ten.:- All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL'=5.Opsf; h=15ft; B=77ft; L=40ft; eave=2ft; Cat. ll; Exp C; Encl., GCpi=0:18;'MWFRS (directional) and C-C Corner(3E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designedJor wind loads in the Plane of the truss only. For studs.exjlosed to wind (normal to the face), see Standard Industry, Gable End Defails.as applicable, or consult qualified building designee as per ANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifyirig applied roof live load shown'covers rain loading requirements specific to the use of this truss:compoggnt. 4) Gable requires continuous bottom chord bearing. 5) Gable.studs spaced at 2-0-0 oc. . 6) This truss: has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.. .... ... 7)'' This truss has been designed for a live load of 20..Opsf on.the bottom chord in all areas where a rectangle 3-6-0 tall by.2-0-0 wide will fit between thebottomchord and any other members. ' 8) Provide mechanical connection (by others) of truss to: bearing plate capable of withstanding 100 lb uplift at joint(s) 1; 2. Joaquin Velez PE N6.68182 MlTek USA,Jnc. FL.Cert 6634 6904 Parke East Blvd Tampa Date: 2021 26, August ... . 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 membets 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 . ANS117PI1 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 `. r Qty Ply GHO - Grenadine Club - Classic Stone 51573 T2 25 2893247-GHO-UMW CJ1B - Jack -Open ... Job Reference (optional): LOADING (psf) SPACING- 2-0=0; CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate, Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 3 : >999 360 MT20 : 244/190 TCDL . 15.0 .. Lurnber.D.OL 1.25 "' BC 0.04 Vert(CT) -0.00 3 >999 .240 BCLL 0.0 Rep Stress fncr YES :WB.: 0:00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrik-P Wind(LL) 0.00 3 >999 240 Weight: 3lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural.wood sheathing directly applied or 1-0-0 oc purlins.. BOT CHORD 2x4 SP No.2 BOT CHORD " Rigid ceiling directly applied or 10-0-0 oc bracing... REACTIONS. (size) 1=0-4-0, 2=Mechanical Max Horz 1=29(LC 12) Max Uplift 1=-8(LC 12), 2=-24(LC 12) Max Gray.1=44(LC 17), 2=49(LC 17) FORCES: (lb) - Max. Comp./Max. Ten.: - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; VUlt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eaye=5ft; Cat. 'MW 'II; Exp C; Encl_GCpi=0:18; FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building• D.esigrier / 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 k.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2=0-0 wide will Jit 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 afloint(s) 1, 2. Joaquin Velez.PE N6.68182 MiTek USA, Inc. FL Cert 6634 69.04 Parka East Blvd. Tampa Date:. August 26,2021 ...:. Q 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. Beiere 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 pennment bracing, -: MiTek' ... ' is alwaysrepufred 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, sae ANSVTP11 Quality Criteria, DSB-89and 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 ; 0ty Ply GHO -Grenadine Club - Classic Stone 1573 T25 26 2893247-GHO-62MW CJ3 ... Jack -Open 3 1 ... Job Reference (optional): Builders FirstSource (Plant City, FL), Plant City, FL=:33567, .. 8.430 s Aug 16 2021 MiTek Industries, Inc.. Wed Aug 25 15:01:51 2021 Page 1 . - 40c?YPe 6xz n-rEAox?xAK ID:rcJP01 hxeU_io NgS4,1LtfGebVtYaY DO1.1MgWllp7E1ny0ykGnE- 2 0 0 ....: 3-0-0 2-0-0 . 3-0-0 Scale=.1:15.3 3 8 6.0.0 12 2 2x4 11 p• �. 4 : x 4'.: p• 1 ST1.5x8 STP = 3x4 = 300 3-0-0 Plate Offsets (X,Y)-- [2:0-2-0 Edge]' LOADING (psf) :SPACING- 2-0-0. . . CSI. DEFL. in floc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.8.1 Vert(LL) -0.00 2 4 >999 360 MT20 244/190 TCDL 15.0 LumberDOL1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 Rep Stress Incr. YES 'WB, 0.00 Horz(CT) '0.00 3 n/a .' n/a BCDL -10.0 Code, FBC2020frP12014 , Matrix-P - _ : _ _ _ Wind(LL) 0.00 2 "" 240 ' -' Weight: 17 lb FT — 20 % . LUMBER- BRACING - TOP CHORD. 2x4.SP No.2 TOP. CHORD Structural wood sheathing directly applied or 3-0-0,oc puriins. BOT CHORD. 2x4 SP No.2 BOT. CHORD. Rigid ceiling directly applied or 10-0-0 oc bracing.. OTHERS 2x4'SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=165(LC 12) " Max Uplift 3=-27(LC9), 2= 297(LC 12) Max Grav 3=32(LC 8); 2=370(LC 1), 4=52(LC 3) FORCES. (lb) -Max.: Comp:/Max. Ten. -All forces 250'(lb) or, less except when shown. "NOTES-. ..... 1) Wind: ASCE 7-16; Vult=160mph (3=second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=.15ft; B=77ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl.,.GCpi=0.18; MWFRS:(directional) and C-C Exterior(2E) -2-1r7 to 1-10-9, Interior(1).1710-9 to 2-11-4 zone; cantilever . left'and right'exposed ;C-C for members and forces & MW FRS for 'reabtions shown; Lumber 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 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 lb uplift at joint(s) 3 except (jt=lb) 2=297. .. . Joaquin Velgz:PE No.68182 6634 . ...... ... . . ..... ... MlTek S ,.nc. ert .'-6904 Pukd East Blvd. Tampa FL 33610 ;Date: August 26,2021.......... ... 0 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 pennanenrbracing. ' 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 . Qty Ply GHO - Grenadine Club -Classic Stone 251573 T 27 2893247-GHO-UMW CJ3A" Jack -Open 1 1 Job Reference (optional): IiuilaerS rlrstbource (t'lant L; ty, rL), F'lant Glty, t-L-:33bbl, .. 25.43U S Aug lb ZUZI mi I eK Inausines, Inc.. vvea Aug Zb I b:UI :bl ZUZI rage i E E E • iD:rcJP0140c2YPehxeU_io6xzNgS4rlLtfGebVtYaYnT Aox?xAKDZ_1MgWllp7 1ny0ykGn 300 3-0-0 le 1 --1 Sca 2. . 6.00 F12 m o. " .. ... co 2x4 - 0` 3 Qo QO 3x8 11 ST1.5x8 STP — 0 8 0 3-0-0 . . . . . . 0-8-D 2-4.0 Plate Offsets (X,Y)-- [1:0-1-4,Edgeb [1:0-0-8 1-0-51 - - -w,- LOADING (psf) :SPACING- 2=0-0 CSI. DEFL. in (loc) . I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 1-3 ->999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC: 0:08 Vert(CT): -0.01 1-3 >999 240 BCLL 0.0 ': Rep Stress Incir . YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P., Wind(LL) 0:00... .1 "" 240 .. .. Weight 12lb FT=20% LUMBER- BRACING - TOP CHORD. 2x4-SP Not TOP. .CHORD Structural wood sheathing directly applied or 3-0-0.oc purlins. BOT CHORD. 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE..::... Left: 2x6 SP No.2 REACTIONS. (size) :2=Mechanical, 3=Mechanical;:1=0-8-0 Max Horz I =81 12 Max Uplift 2=-80(LC 12)1=720(LC 12) Max Grav 2=107(LC 17;, 3=52(LC 3),.1=119(LC.17) 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=5.Opsf; BCDL=5.Opsf;.h=.1.5ff, B=77ft; L=40ft; eave=5ft; Cat. . Il; Exp C; Encl., GCpi=O.18; MW FRS (directional) and C-C Exterioe(2E) zone; cantilever left and right ezposed:;C-C for members and forces & MWFRS for reactions shown; Lumber D0L=1;60,plate grip DOL=1.60 2) Truss designed for wind loads In the plane of the truss:only. For studs exposed to wind (normal to the face), see Standard Industry Gable End -Details as applicable, or -consult qualified building designer as perANSI/TPI 1. 3) Building Designer / Project engineer -responsible for verifying applied roof.live load shown covers -rain loading requirements specific to the use of this truss component. .d. 4) Gable studs spaced at 2.70-0 oc; 5) This truss has been designed'for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. .6) ` This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any.other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection,(by others) of truss to bearing plate capable of withstanding 100 Ili uplift atjoint(s) 2, 1. Joaquin Velez'PE N6.68182 MiTek USA,. nc... Date:. August 26,2021 . .... .... . . ... . . . 0 WARNING -Verily 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 veiify.th6 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 pennanenrbracing M!Tek' . Is always required for stability and to prevent col,lapse,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, DS6-89 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 ; . ally Ply GHO = Grenadine Club - Classic Stone " 251573 T 28 289.3247-GHO-62M1N CJ5 Jack -Open .' ..... ... 3 ... .. 1 Job Reference o tional ' Plate Offsets (X Y)-- [2:0-2-0 Edge] LOADING (psf) SPACING- 2LO-0 CSI. DEFL. in (loc) - I/dell Ud PLATES GRIP TCLL 20.0 .. Plate Grip DOL .. 1.25 TIC 0.79 Vert(LL) -0.03 2-4 >999 .360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 B.C. 0:26 Vert(CT): -0.05 2-4 >999 240 BCLL 0.0 ` Rep Stress Incr . YES WB. 0.00 Horz(CT) -0.00 3 n/a n/a BCDL10.0 Code FBC2020/TP12014.. Matrix-P Wind(LL)" 0.00 - 2 "" 240 Weight: 23lb FT=20%__ LUMBER- " BRACING - TOP CHORD. 2x4:SP N0.2 TOP CHORD Structural wood sheathing directly applied or 5=0=0 oc puriins. BOT CHORD. 2x4 SP No.2 BOT CHORD. Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz: 2=2.18(LC 12) Max Uplift 3=-81(LC 12),'2=-274(LC 12) Max Grav 3=142(LC 17), 2=427(LC 17), 4=92(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=5.Opsf; BCDL=5.Opsf; h=156; B=77ft; L=40ft; eave=5ft;.Cat. II; Exp C;: En6l.,.GCpi=0.18; MWFRS:(directional) and C-C Exterior(2E) -2-177 to 1-10-9, Interior(1).1r10-9 to 4-11-4 zone; cantilever . left and right 'exposed ;C-C for members and forces& MWFRS for reactions shown; Lumber DOL=1.60'plate.grip DOL=1.60 2) Building Designer / Project engineer responsible for yerifying applied roof live load shoivn'covers rain loading.requirernents specific to the use of this truss:component. 3) This:truss has been designed for a .10.0 psf bottom chord live load nonconcurrent with any other live loads:: 4) ` This.truss has. been designed for a. live load of 20.Opsf on the bottom chord in all areas where a. rectangle 3-6-0 tall by 2-0-0 wide . . will fit between.the bottom chord and any. other: members. 5) Refer to girder(s) for: truss to. truss connections. 6) 'Provide mechanical connection,(by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3 except Qt=1b) 2=274. Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ugust 26,2021 A WARNING - Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'Ml1-7473 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. WNW,is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . . . - fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate, Institute, 2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610. Job Truss Truss Type , , (Qty _ Ply GHO -Grenadine Club -Classic Stone 251573 T 29 2893247-GHO-62MW CJ5A. Jack -Open 1 1 • Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL-.33567, 8.430 s'Aug 16 2021 MiTek Industries, Inc.. Wed Aug 25 15:01:53 2021 Pagel ID:rcJP0140c?YPehxeU_jo6xzNgS4-zk_PhKcIP9gGOmOZwM2PGllv5gOA_BY5aYW u1 GykGnC — 2 -1 5-0-0 .2-5-1 . 2-6-15 6.0 2 =.1:1 0 4 Scale 8.4 44 = 2x4:II" :. 2x4 II 1 .. .. 2 oi Li Li o 6 2x4 11 0 7 5, 3x4 — ST1.5xB STP 3x4 = _. .. . 0-B-0 2-5-1 5 0 0 r 0_B_0 r 1-9-1 2-6-15 LOADING (psf) :SPACING- 2=0=0; CSI. DEFL. in " (loc) : Vdefl L/d PLATES GRIP TOLL 20.0 :Plate. Grip DOL 1:25TC 0.19 Vert(LL) -0.01 6-7 : >999 360 MT20 :. 244/190 TCDL 15.0 ... Lumber.DOL 1.25 "" BC 0.14. Vert(CT) -0.02 64 >999 .240 BCLL 6.0 Rep Stress tncr YES W B 0.08 Horz(CT) -0.00 6 We We BCDL' 10.0 Code FBG2020/TP;12014 Matrix-P Wind(LL) -0.00 6-7 >999 240 Weight: 25, lb' FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly' applied or 5-0-0 oc puffins, BOT CHORD 2x4:SP fVo2 ..' . . : except end verticals. WEBS ... 2x4 SP No.3 BOT CHORD. Rigid ceiling directly applied or 10-0-0 oc bracing.: REACTIONS. (size)' 4=Mechanical, 7=0-8-0, 6=Mechanical Max Horz 7=67(LC 12) Max Uplift 4=-72(LC 12), 7=-102(LC 12); 6=-20(LC 12) Max Grav 4=102(LC'17); 7=261(LC 1), 6=98(LC 3)' FORCES. (Ib) - Max.. Comp./Max, Ten. -All forces 250 (lb) or less except when shown. WEBS 2-7==93/272 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft;.Cat. 11; Exp Q.Encl_GCpi=0.18; MWFRS:(directional) and C-C Exteri6r(2E) 0-1-12 to 2-5-1, Interior(!),2-5-1; to;4-11-4 zone; cantilever. left and right exposed ;C-C for members and forces& MW FRS for reactions shown; Lumber. DOL=1.60 plate,gdp DOL=1:60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading.requireinents specific to the use of this truss.component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has: been designed fora live load of 20.Opsf on the bottom chord in all areas where a. rectangle 3-6-0 tall by 2-0-0 wide Will fit between the -bottom ch ord and any other members. 6) Refer to girder(s) for tiru"ss to truss connections. 7) Provide mechanical connection (by others) of truss to:bearing plate capable of withstanding 100 lb uplift at joints) 4, 6 except Qt=lb) 7=102. .. Joaquin Velei PE N6.68182 MiTek ,.nc, FIL_.eft 6634 6904 Parke East Blvd. Tampa FL 3361.0 , Ate'. August 26,2021 Q 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 shovin, 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 membem: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 . 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 : 4' Qty Ply GHO - Grenadine Club - Classic Stone': 515733 T2 0 2893247-GH0-62MW EJ2 ... Jack -Open • . .. Job Reference (optional):' Builders FirstSource (Plant City, FL), Plant City, FL :33567, 8.430 s'Aug 16 2021 MiTek Industries, Inc.. Wed Aug 25 15:01:53 2021 Page 1 .... I D:rcJ P0140c?YPehxeU_io6xzNgS4-zk_PhKcI P9gGOmOZwM20GI IxNg2i_Co5aYW u1 GykGnC i 2-0-p 2.0-0 ... Scale = 1:9.6 2 :6.00 12 . . ...... .. .... .. 1 ... ... ' m.�... .. .. .. _ d .2x4 = ST1.5x8 STP = 2-0-0 -. 2-0-0 Plate Offsets (X,Y)-- [1:0-1-4 Edge] .. . LOADING (psf) -SPACING- 2=0.0: CSI. DEFL. in (loc) . I/defl Ud PLATES GRIP " "TCLL . 20.0 .. " Plate Grip DOL ... 1.25 TC 0.11. Vert(LL) -0.00 1 >999 360 MT20 244/190 TCDL... . 15.0 Lumber DOL 1.25 B.C: 0:04 Vert(CT): ' -0.00 1-3 >999 240 BCLL 0.11 Rep Stress Inpr : YES WB. 0.00 Horz(CT) ' -0.00 2 n/a n/a BCDL 10.0 Code FBC2020rrP12014.. Matrix-P' Wind(LL) ' 0.00 :. • 1 "" 240' Weight 7lb' FT=20%., LUMBER- BRACING - TOP CHORD. 2x4 SP 1V0.2 TOP CHORD Structural wood sheathing directly.applied or 2-0-0.oc puffins. BOT CHORD. 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.: REACTIONS. (size) 1=0-8-0, 3=Mechanical, 2=Mechanical Max Horz 1=55(LC 12) Max Uplift 1=:17(LC 12), 2=-57(LC .12) : : Max Grav 1=88(LC 17), 3=38(1_63), 2=78(LC 17) FORCES. ' (lb) Max.. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16;'Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS.(directional) and C-C Extefior(2E) zone; cantilever 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) 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 at applicable, or consult qualified, building. designer as per ANSI/TPI 1. 3) Building Designer / Project.engineer responsible for verifying:applied roof live load shown covers rain loading requirements specific to the use of this truss component.. .. 4) Gable.studs spaced at 2-0-0 oc. . . 5) This truss.has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads:' 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom:chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100:lb uplift at joint(s) 1, 2. b. Joaquin Velez.PE N6.88182 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 338.1.0 , j. August 26,2021 Q 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, A 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, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate .lnstitute, 2670 Crain Highway, Suite 203' Waldorf, MD 20601 _ _ Tampa, FL 36610 Job : Truss Truss Type ' City Ply GHO -Grenadine Club - Classic Stone' 1573 T25 31 289.3247-GHO-62MW EJ3 Jack -Open Job Reference a tienal 3-0.0 3-0-0 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) SPACING- 2LO-0 CSI. DEFL. in floc), . I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL . 1.25 TC 0.81. Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL' 15.0 LUmbeFDOL 1.25 B.C: 0:08 Vert(CT): -0.01 2-4 >999 240 BCLL 0.0 ' Rep Stress Inrr . YES WB 0.00 Horz(CT) 0.00 3 n/a n/a . BCDL' ' '10.0 "' Code FBC2020(fP12014 Matrix=P"' ..... Wind(LL) 0:00 -:_ -2 240 Weight::l7lb "FT=20%, LUMBER-BRACING - TOO CHORD. 2x4:9P No.2 TOP CHORD Structural wood sheathing directly applied or 3eO-0.oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD. Rigid ceiling directly applied or 10-0-0 oc bracing.: OTHERS :. 2x4.SP N0.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=165(LC 12) Max Uplift 3=-27(LC 9), 2=-297(LC 12) Max Grav 3=32(LC 8); 2=370(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown: NOTES- 1) Wind: ASCE 7-16; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft;.Cat. Il; Exp C;. Encf.,:GCpi=0.18; MWFRS:(directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Intedor(1).1r10-9 to 2-11-4 zone; cantilever . left and right exposed ;C-C for members arid -forces & MW FRS for reactions' Shown; Lumber DOL=1.60 plate grip DOL=1.60 2) •Building Designer/ Project engineer responsible for yeri. 'n a lied roof live load shown covers rain loading requirement specific g P 9- PP 9 q P to the use of this truss component. . 8) 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. miss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Ot=lb) 2=297. Joaquin Velez PE N6.68962 MI ek USA, Inc. FL Cart 6634 6 4 e East Blvd Tampa 90. ar D a e: ... 26,2021 A WARNING - Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. mini Design valid for use only with N1iTek® connectors. This design is. based only upon parameters shown, and'is for an individual building component, not mi- 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 alwaysrequired 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, SafetyInformation available from Truss Plate. Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , . Oty Ply GHO -Grenadine Club - Classic Stone T25157332 2893247-13HO-62MW EJ3A.. Jack -Open 1. 1 Job Reference (optional) Plate Offsets (X Y)-- [1:0-1-4 E qe] LOADING (psf) :SPACING- 2=0-0: CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL - 20.0 Plate Grip DOL . 1.25 TIC 0.23 Vert(LL) -0.00 1-3 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0:08 Vert(CT): -0.01 1-3 >999 240 BCLL 0.0 Rep Stress Incr . YES WB 0.00 Horz(CT) -0.00 2 n/a n/a' BCDL10.0 Code, FBC2020/TP12014. Matk-P .:... Wind(LL) "0.00 1 "`' '240" Weight: 10Ib FT=20./ . :... LUMBER-BRACING - TOP CHORD. 2x4 SP No.2 TOP. CHORD Structural wood sheathing directly applied or 3-0-0, oc puffins. BOT CHORD, 2x4 SP No.2 BOT CHORD, Rigid ceiling directly applied or 10-0-0 oc bracing.: REACTIONS. (size) 1=04-0, 2=Mechanical, 3=Mechanical Max Horz 1=81(LC 12) . ... . . ... Max Uplift 1= 20(LC 12), 2=-80(LC .12) .. .: . Max Grav 1=119(LC 17), 2=107(LC 17), 3=52(LC 3): FORCES. '(lb) - Max., Comp./Max, Ten. - All forces 250 (lb) or.less except when shown. NOTES- 1) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft, eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS.(directional) and C-C Exterior(2E) zone; cantilever left and: right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1;60 2) Building Designer / Project engineer responsible for verifying applied hoof live load shown covers rain loading requirements specific to the use of this truss corrlponent. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with'any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0:wide will.fit between -the bottom chord and any other members. 5) Refer to:girder(s) for truss to truss connections. 6) Provide mechanical connection(by others) of truss, to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. . Joaquin Velez PE No.68182 M1Tek USA,,Inc. fL Cert 6834 6904 Pare East Blvd. Tampa FL 33610 :Date: August 26,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFOREUSE. Design valid for use only with MiTeka connectors. This design is based only upon parameters shown, and Is for an individual building comporiepl, 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 eb and/or chord members only: -Additional, temporary. and permanent braci wng. MITPrk• 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 , c Qty Ply GHO - Grenadine Club -Classic Stone 251573 T 33 2893247-GHO-62MW EJ7 ,. - Jack -Open 10 Job Reference o tional - ' cwiaers rustaource man[ c.ny, r�/, rianr c.ny, r� - aaoor, .. ID h"�y "' `�` ,�,, , `� ""�"„�" ,,,�• tiUb6t0 a �V V V vV �V Y yyV 6xz wDx2xhBZYYHWk dbykGn9 .rcJP0140C?YPe xe U_io NgS4-NJgYJLfdi4CrtE78 2.0-0 7-0-0 2 0-0 ..7-0-0 . Scale =1 3 .- .' 6.00 F12 .. '. 9. ;.. B m m .. co b 7. co . 2x4 11 2 co 1 .. o 2x4 I e '. 5x8 STP— 4 4x4 - .. 7-0.0 7-0-0 LOADING (psf) SPACING- 2wO-0 " CSI. DEFL. in '(loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate, Grip DOL 1.25 TIC0.99 Vert(LL) -0.08 2-4 >963 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 - BC 0.60 Vert(CT) -0.19 ' 2-4' >420 .240 ... BCLL 0.0 ' Rep Stress tncir YES WB 0.00 Hori(CT) -0.00 3 n/a n/a' BCDL 10.0: Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.13 2-4 >626 240 Weight: 30lb, FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural.wood sheathing directly applied.. BOT CHORD 2X4:SP No:2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing... OTHERS: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=272(LC 12) Max Uplift 3= 146(LC 12), 2=-277(LC 12) Max Grav 3=226(LC'17); 2=506(LC 17), 4=122(LC'3)' FORCES. (lb) - Max. Comp./Max. Ten.'- All forces 250 (lb) orJess except when shown. NOTES- 1)'Wind: ASCE 7.16; Vult=160mph (3-second gust) Vasd=L'= 124mph; TCDL=5.Opsf; BCD5.0psf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions:shown; Lumber DOL: 1.60.plate grip DOL=1.60 . ..: 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers'rain loading.requirements specific ' to the use of this truss: component. 3) 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 100 Ib uplift at joint(s) except at=lb) 3=146, 2=277. Joaquin Velei PE N0.68182 MiTek USA,Inc.. ett 6634. b. 6904 Parke East Blvd. Tampa FL 33610. . Date:. . August 26,2021 w. Q WARNING - Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with IvtiTek® connectors. This design Is based only upon parameters shown; end,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 - � only; -Additional, temporary. 9_ building design. is to buckling of individual truss web and/or chord y p ry, and ' : MiTek'. Bracin indicated prevent g members g 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 . ANSIITPII Quality Criteria, DSB49 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 ; s Qty Ply GHO - Grenadine Pub - Classic Stone ' 15733 T25 4 2893247-GHO-UMW EJ7A... pen Jack -Open Job Reference (optional)' ' Builders FirstSource (Plant City, FL), Plant City, FL = 33567, :. 8.430 s Aug 16 2021 MiTek Industries, Inc.. Wed Aug 25 15:01:56 2021 Pagel • ID:rcJP0140c?YPehxeU_io6xzNgS4 NJgYJLfdi4CrtE78bUb6tOwFL2ubBZYYHWkYdbykGn9 7-0-0 7-0.0 2 Scale=.1:23.3 . .. .. ... 6.00 F12 5 m d OP7 L9 co, m .. ... . . .... ... .. ..... . 4 t 4x4 = 3::. . ST1.5x8 STP= F. 700 . . . . . . 7-0.0 Plate Offsets (X Y)-- [1.0-1-8 Edge] LOADING (psf) :SPACING- 2-0-0 CSI. DEFL. in (loc) : I/defl Ud PLATES GRIP "TCLL 20.0 Plate'Grip DOL 1.25 TC 0.83 Vert(LL) -0.08 1-3 >990 360 MT20244/190 TCDL 15.0 Lumber DOL 1.25 B.C:- 0.80 Vert(CT) -0.21 1-3 >376 240 BCLL" 6.0. ' Rep Stress Incr YES WB. 0.00 Horz(CT) -0.00 2 n/a n/a BCDL' '10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) "'0.18 1-3 >450 240' Weight:;22Ito 'FT=20%. LUMBER- BRACING TOP CHORD 2x4.SP No.1 TOP .CHORD Structural wood sheathing directly applied or 3-669 oc purlins. BOT CHORD 2x4 SP No.2 BOT, CHORD Rigid ceiling directly applied or 8-7-2 oc bracing... REACTIONS. (size)- 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=188(LC 12) Max Uplift 1= 61(LC 12), 2=-166(LC 12) :.. . Max Grav 1=304(LC 17), 2=244(LC 17), 3=128(LC3) FORCES. (lb):- Max. Comp./Max. Ten. = All forces 250 (lb) or.less except when shown. NOTES 1) Wind: ASCE 7A6; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. 11; Exp C Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 4-4-0, Interior(1) 4-4-0 to.6-11-4 zone; cantilever 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) Building Designer /Project engineer responsible,for verifying applied roof live load shown covers'rain loadirig.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 t&r Wer(s) for truss to truss connections. 6) Provide mechanical connection {by others) of truss. to bearing plate capable of withstanding 100 lb uplift at joint(s) 1.except (jt=lb) 2=166. Joaquin Vele. Z PE N4.68162 Mt e _ ert ,. nc. 6804 Parke East Blvd. Tampa FL 33610 ..: Date:. August 26,2021 0 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 vedfythe applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to buckling of Individual truss web and/or chord, members only: Additional•temporary. and permanent -bracing. ': MiTek " prevent 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, DSO-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 ' c Qty Ply GHO = Grenadine Club - Classic Stone ' = . 15733 T25 5 2893247-GHO-62MW EJ713... Jack -Open 1 1 Job Reference (optional): etuuaers t-irsmource trtanr Lay, t-Li, riani uny, r•L - JJDO/, . - . . o.•fou a ^ug ao ..... u . vn u.uumueo, .".. r ou r u a ID:rcJP0140c?YPehxeU_ioBxzNGS4•rVEwWhfGTOKhVOiK9B6LQbTSARKww_MhVAU6A1 ykGnB .. ... 200 . 3 3 1 3 6 P ..: 6-9-0 7r0-P, 2-0-0 3-3-1 0- - 5 3.3-0 d-3-b Scale=1:27.1 ' 3x4 = 45 6.00 F12 2x4 3 m m m 12 . 11 ..:.:. 2x4 II 2 .. .. I I p 2x4 II 6. 7 1 - 3x4 = 6. x8 STP 4 r- 6-0 7-0-0 6-0 3.6-0 Plate Offsets (X Y)-- [2:0-2-10 0-1-81 {4:0-2-0 0-2-81 LOADING (psf) 'SPACING- 2-0=0 CSI. DEFL. in (loc) : I/defl Ud PLATES GRIP TCLL 20.0 .. Plate Grip DOL 1.25 TIC 0.76 Vert(LL) 0.06 2-7 >999 360 ... MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC: 0.41 Vert(CT) -0.12 2-7 >680 240 BCLL' l).Cf '; Rep Stress Incr YES WB 0.16 Horz(CT).- -0.00 5 n/a n/a BCDL 10.0 Code. FBC2020l1P12014 Matrix=SH" Wind(LL) - =0.06 :.277 . >999 '240 " "' .. W eight: 36 lb FT = 20%. LUMBER- BRACING - TOP CHORD 2x4-SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0-oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD. Rigid ceiling directly applied or 8-2-11 oc bracing: WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3. REACTIONS. (size) .5=Mechanical, 2=0-8-0, 7=Mechanical Max Horz' 2=268(LC 12)' ... Max Uplift 5— 99(LC 12); 2=-279(LC 12), 7=-22(LC 9) Max Grav 5=128(1_10 17); 2=505(LC 17). 7=178(LC 3)' FORCES. (lb) -Max. Comp./Max, Ten. -All forces 250 (lb) or less except when shown. " TOP CHORD 2-3=-341/228 BOT CHORD 2-7=481/418 WEBS 3-7=-452/521 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind:'ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCD L=5.Opsf;:h=1.5ft; B=77ft; L=40ft; eave=5ft;.Cat. II; Exp.C; Encl., GCpi=0.18; MWFRS:(directional) and C-C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 6-9-0, Extedor(2E) 6-970 to 6-114 zone; cantilever 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) Building Designer / Project engineeryesponsible for verifying applied roof live load shown covers rain loading requirements specific " to the use of this trusscomponent. 4) na 5) Provide adequate drainage to prevent water ponding. 6) This tniss-has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads: 7).* This truss has been designed for a live load of 20.00sf on the bottom chord in all areas where a rectangle 3-6-0:tall by 2-0-0 wide Will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 5, 7 except (jt=lb) 2=279.. Joaquin Velez PE N6.66182 _. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 336.0 Date: August 26,2021 0 WARNING - Verity design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE'MIJ-7473 rev. 5/19/2020 BEFORE USE: - Design valid for use only with MlTeke connectors. This design is based only upon parameters shown; and is fdr an individual building component, not. . a truss system. Before use, the:building designer must verifythe applicability of design parameters and. property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss weband/or chord members only: Additional, temporary, and permanent bracing. T MI lek�. 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 , c Qty Ply GHO - Grenadine Club - Classic Stone ' 2 15733 T 5 6 2893247-GHO-62MW EJ7C . Jack -Open Job Reference (optional)' ' Builders FirstSource (Plant City, FL), Plant City, FL-:33567, 200 2-0-0 .. C) 0 2x 1 O.'1JV J Y1Ul-t IO GUG I IYII I CIY IIIUUJl11CJ, II IV.YY CU I1Ul� GJ IJ.V I.JV cVc I I atJc I ID:rcJP01406?YPehx6U_io6xzNgS4-Jholkl guEiSY7XHXivdazp?dvra9f$drkgDfiUykGn7 4-90 700 4-9-0 2-3 0 Scale=.1:21.5' . 4x6 4.90 4-9-0 2-3- Plate Offsets (X Y)-- [2:0-2-10 0-1-81 LOADING (psf) SPACING- 2=0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.08 2-6 >951 360 MT20 244/190 TCDL' 15.0 Lumber DOL 1.25 BC: 0.79 Vert(CT) -0.22 2-6 >360 240 BCLL 0.0 ' Rep Stress Incr YES WB ' 0.09 HOfz(CT) 0.13 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 , . Matrix-SH Wind(LL)" 0.24 : ,2-6 >334 240 Weight:; 33 lb ' FT = 20.%. LUMBER- BRACING - TOP CHORD 2x4 SP N6.2 TOP CHORD Structural wood sheathing directly applied or &0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS . . 2x4 SP No.3 OTHERS 2x4 SP No.3 .REACTIONS. (size). 4=Mechanical, 2=0-8-0, 5"—Mechanical Max Horz 2=214(LC 12) Max Uplift 4=-54(LC 9), 2=-303(LC 12), 5=-44(LC 12) Max Grav 4=115(LC 1),'2=508(LC 17), 5=160(LC 17) FORCES. (lb) - Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. WEBS- 3-6=48/305 " NOTES 1) -Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0:18; MWFRS (directional) and C=C Exterior(2E) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 4-9-0, Exterior(2E) 4-9-0 to 6-11-4 zone; cantilever 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) 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 nonconcui rent with any other live loads. 6) ' This truss has been designed fora live load of 20.Opsf on the bottom -chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) .Refer to girder(s) for truss to truss connections. . 8) Provide mechanical connection (by others) of truss to bearing'plate capable of Withstanding 100 lb uplift at joint(s) 4, 5 except (jt=1b) 2=303. Joaquin Velei PE 90.68182 Mt ek USA, Inc.. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 , Date: August 26,2021 A 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 componerit, not , �a truss system. Before use, the:building designer must verify,the applicability of design parameters arid propedy incorporate this design Into the overall " building design. Bracing indicated is to buckling of individual truss web and/or chord members:only: Additional. temporary, and permanent bracing WNW, prevent is always required for stability and to prevent collapse"with possible personal Injury and property damage. For general, guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , , ANSLITP11 Quality Criteria, DSB-89and 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 a aty Ply GHO -Grenadine Club - Classic Stone = T2515733 7 2893247-GHO-62MW EJ210.. Jack -Open Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL-.33567, 8.430 s'Aug 16 2021 MiTek Industries, Inc.. Wed Aug 25 15:01:54 2021 Page 1 :. zIT Z FR G B ID:rcJP0140c?YPehxeU_io6xzNgS4-RwYnugdNATy7ew 3 eozr4SENNjf2FpC Ziyk n i 2-10.0 , 2-10.0 S= cale .1:11.7 sq . 6.00 0 12 �.. o . C? q 3 2x4 2-10-0 2-10-0 LOADING (psf) :SPACING- 2=0=0: CSI. DEFL. in (loc) : I/defl Ud PLATES GRIP TCLL 20.0 :Plate, Grip DOL 1:25. TC 0.22 Vert(LL) -0.00 1:-3 : >999 360 MT20 244/190 TCDL . 15.0 ... Lumber.DOL 1.25 BC 0.08 Vert(CT) -0.01 1-3 >999 .240 BCLL 0.0 Rep Stress Incr YES :WB d 0.00 HOiz(CT) -0.00 2 n/a 6/a BCDL' 10.0 Code FBC2020/TP12014 Matrix-P Wind(LL), '0.00 1 '"' 240 Weight: 9lb FT=20%, LUMBER- BRACING- :.:. TOP CHORD 2x4 SP No:2 TOP CHORD Structuralwood sheathing directly applied or 2-10-0 oc pudins.' BOT CHORD. 2x4 SP No.2 BOT CHORD' Rigid ceiling directly applied or 10-0-0 oc bracing. . REACTIONS. (size) 1=0-4-0, 2=Mechanical, 3=Mechanical Max Holtz 1=76(LC 12) Max Uplift 1= 23(LC 12), 2=-78(LC 12): Max Grav .1=1.19(LC 17), 2=106(LC 17); 3=52(LC 3) FORCES. .(lb) -Max. Comp./Max. Ten.; -All forces 250 (lb) or less except when shown. " NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Expi C; Encl.,.GC r-0:18; MW FRS directional 2E and C-C Exterior zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building. Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss, component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with:any other live loads. 4) This truss has been designed for a live load of 20.Opsf on the•bottom chord in all areas where a rectangle 3-6-0 tall by 2=0-0 wide will.fjt between the bottom chord and anyother: members. 5) Refer to girders) for truss to truss connections. 6) Proyid6 fitechaNcal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at:joint(s) 1, 2. Joaquin Velez PE N6.68182 MiTek USA, Inc.. Fk:Cert 6634 6 Date: - August 26,2021 0 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 shorin, and Js for an individual building component, not a truss system. Before use, the building designer must vedfy.the applicability of design parameters and properly incorporate this design into the overall . building design. Bracing indicated is to prevent buckling of individual truss weband/or chord members only: Additional temporary, and permanent bracing A MiTek' is always required for stability and to prevent ccllapse.with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate, Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36810 Job Truss Truss Type koty Ply GHO =Grenadine Club -Classic Stone 515733 T2 8 2893247-GHO-62MW H3 ... Half Hip•Girder - 1 1 Job Reference (optional): Builders FirstSource (Plant city, FL), Plant city, FL -:33567, : 8.430 5 Aug .16 2021 IV]!I UK n1UU*b We , 111G.. VVUU Aug 40 10.01 - GGG 1 rage I ' -ID:rcJP0140c?YPehxeU_i66xzNgS470uMgxNhW??aPkhsjGc0pV0YrEF190uX_zUzCEwykGn6 2 0=0 .. 3-0-0 7=0-0.. - 2 0 0 3-0-0 4-0-0. Scale . 1:18.0 48 = 3 11. 4 . 6.0D F12 :.:... .:. .. o 2x4 II 2. ... . ri 0 0, 12 �. 7 6 2x4 II 4' 2x411 1 ST1.5x8 STP= 3x4= 5 ... 3x4 = 3-0-0 7:o_D . . 3.0-0 4-0-0, Plate Offsets (X Y)- [3:0-5-0 0-2-0]' LOADING (psf) :SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 .. Pate Grip DOL . 1.25 TC 0.54 -Vert(LL) -0.01 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC, 0.29 Vert(CT).' -0.02 6-7 >999 24.0 BCLL ' 0.0 ' Rep Stress Incr NO WB 0.18 Ho(z(CT) . 0.01 6 n/a n/a BCDL 10.0 Code. FBC202OfTP12014 Matrix=SH W ind(LL) -0.02 _ _ .2-7 >999 '240 Weight:. 37 lb FT = 20% . LUMBER-. . BRACING - TOP CHORD. 2x4:9P Not TOP CHORD Structural wood sheathing directly applied or 6-04oc purlins. BOT CHORD, 2x4 SP No.2 BOT. CHORD, Rigid ceiling directly applied or 10-0-0 oc bracing.: WEBS 2x4 SP No.3 OTHERS 2x4 SP;No.3; REACTIONS. (size). :4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=167(LC 8) Max Uplift 4=-84(LC 4); 2=-356(LC 8), 6=-52(LC.5) Max Grav 4=134(LC 37); 2=611(LC 36), 6=236(LC'31) FORCES. (lb) - Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-591/167 BOT CHORD 24= 167/470, 6-7=-166/491 WEBS 3-7= 53/261, 3-6- 529/179 . NOTES- 1) Unbalanced roof live loads have been considered for this design. . 2) Wind: ASCE 7-1 6; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCD L=5.Opsf;'h=15ft; B=776; L=40ft; eave=5ft;.Cat. 11; Exp.C; Encl_GCpi=0.18; MWFRS:(directional); cantilever left and right exposed; Lumber DOL=1.60.plate grip DOL=1.60 3) Building Designer / Project engineersesp risible 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. . 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joiiit(s)'4, 6 except Qt=lb) 2=356. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 250 lb down and 139 lb up at 3-0-0, and 120.I6 down and 30 Ib up at: 5* on top chord, and 164:lb down and 89 lb up at 3=0-0,'and 16 lb down at 5-0-12 on: bottom 'chord. The design/selection of such connection device(s) is, the'responsibility of others. 10) In the LOAD CASE(S) section; loads applied to.the.face of the truss are noted as front (F) or back (By. LOAD CASE(S) Standard: 1) bead 4- Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25. Uniform Loads (plo . ..: . .. . . . . Joaquin Velez PE No.68182 :Vert: 1-3=-70, 3-4=-70, 2-5=-20:..: . ... MI ek USA Inc L Cert 6634 Concentrated Loads (lb),.: ... 6904 Parke East Blvd. Tampa FL 33610 Vert: 7=36(F) 12=-6(F) Date: August 26,2021 Q 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 cornponerit, not a truss system. Before use, the building designer must verify applicability of design parameters and propedy;incorporate this design into the overall -the 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 . ANSI/rP/1 Quality Criteria, D.SB-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 - ' "0ty Ply GHO = Grenadine Club - Classic Stone 251573 T 39 2893247-GHO-62MW . HJ2 Diagonal,Hip Girder Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s'Aug 16 2021 MiTek Industries,Inc. Wed Aug 25 15:01:59 2021 Page I I D:rcJ P0140c?YPehxeU_io6xzNgS4-ouMgxNhW??aPkhsj Gc9pVOYul F_AOw3_zUzCEwykGn -2-9-15' ..: - 2-9-3 r 2-9-15. 2-9-3 .. cae= . 4 4.24 rl2 2x4. 11: 3 m 2 ... p° 7 5 ... ... O _ ... 0. 1 2x4 - 2x4 6 3x4 11 ... 0 1r4 2-9.3 0-1�4 2_9_3 LOADING (psf) SPACING- 2-0=0' CSI. DEFL. in "floc) : I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.03 3-5 : >930 240 MT20 244/190 ' TCDL 15.0 .. Lumber.DOL 1.25 BC 0.48 Vert(CT) 0.02 3-5 >909 240 BCLL 0.0 Rep Stress Incr NO 1NB 0:01 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 19lb: FT 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD. 2x4:SP No:2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.' . OTHERS: . 2x4 SP No.2 REACTIONS. (size) 4=Mechanical, 3=0-10-15;:5=Mechanical, 6=0-1-8 Max Horz 3=322(LC 1), 6= 322(LC i) Max Uplift 4=-26(LC 5), 3=-378(LC 8), 5=-:141(LC 17) Max Grav 4=45(LC 13), 3=529(LC 31), 5=219(LC 20)' FORCES: (Ib) - Max., Comp./Max. Ten. - All forces 250 (lb) or I.ess'except when shown. TOP CHORD 1-2=274/361, 2-3= 253/352 BOT CHORD 1-6=-323/281" NOTES-' 1) Wind: ASCE.7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCD L=5.Opsf; h-15ft; B=77ft; L=40ft; eaves5ft;:Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber. DOL=1.60 plate grip DOL=1:60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building. Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component...: 4) Gable studs spaced at 2-0-0 oc. . 5)'This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss has been designeq for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-01all by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) -of truss to bearing plate at joint(s).6. 9) .Provide mechanical connection.(by others) of truss to bearing plate capable of withstanding 100 lb uplift afjoint(s) 4 except of=lb) 3=378, 5=141. 10) Hanger(s) or other connection device(s) shall be pfovided sufficient to support concentrated load(s) 210 lb down and 167 lb up at 1-6-1.,,and 210 Ib down and 167 Ib up at 1-6-1 on bottom chord. The design/selection of'such connectiondevice(s) is the responsibility of others. 11) In the:LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard . 1) .D'ead + Roof Live (balanced):,Lumber Increase=1,25,: Plate Increase=1.25 Uniform Loads (plf) Joaquin Velaz.PE No.68182 .:Vert: 1-4=-70, 3-5=-20, 1-6= 20 9 Concentrated Loads (lb) :. 634 Vert: 7=162(F=81', B=81) East Blvd. Tampa FL 336.10 MiTek USA, Inc. FL Ce 6604 Parke Date: .. - A'ugust 26,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE: Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �e a truss system. Before use, the building designer must ve6fy_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 - ANSI?P/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. ' Safety Information available from Truss Plate. Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601 Tampa, FL .36610 Job Truss Truss Type ' City Ply GHO =Grenadine Club - Classic Stone = T25157340 2893247-GH0-62MW HJ3 ... " Diagonal Hip Girder 2 1 "' ' .. .. .. Jab Reference (optional). Builders FirstSource (Plant City, FL), Plant City, FL -M567, 8.430 s'Aug 16 2021 MiTek Industries,Inc.. Wed Aug 25 15:02:01 2021 Page 1 ID:rcJPOI40c?YPehxeU_io6xzNgS4-kGTRM3jmXdg7_??501 BHandD23cxsgZHQoSJJoykGn4 2-9 15 4.2-3 Scale=.1:17.5 I CP in 3x4 11 -014 0-H4 LOADING (psf) SPACING- 2-0=0' CSI. DEFL. in (loc) ' I/defl Ud -PLATES GRIP TCLL 20.0 :Plate. Grip DOL 1.25: TC 0.39 Vert(LL) -0.10 3-5 >445 240 MT20 .- 244/190 TCDL 15.0 Lurnber.DOL 1.25 BC 0.72 Vert(CT) 0.10 3-5 >478 180 BCLL .0.0 Rep Stress lncr NO W B 0.01' Horz(C.T) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 23 lb., - FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2' TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc puffins. BOT CHORD. 2x4:SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.' OTHERS 2x4 SP No.2 REACTIONS. (size) 4=Mechanical, 3=0-10-15; 5=Mechanical, 6=0-1-8 Max Horz 3=300(LC 1), 6=-300(LC 1) Max Uplift 4=-70(LC 8), 3=-423(LC 8),.5=-66(LC.17) Max Gram 4=103(LC 13), 3=623(LC 31), 5=158(LC 22)' FORCES. (Ib) - Max..Comp./Max. Ten. - All forces 25.0 (lb) or less except when shown. TOP CHORD 1-2=-25.9/341, 2-3=-238/330 BOT CHORD 1-6=-301/265 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCD L=5.Opsf; h=.15ft; B=77ft; L=40ft; eave=5ft;-Cat.. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and Hdht exposed.; Lumber DOL=1.60 plate grip DOL=1:60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 3) Building. Designer / Project engineer' responsible for verifying applied roof live load shown covers rain loading requirements specific . to the use of .this truss component...: 4) Gable studsspaced at 2-0-0 oc. . 5) This truss has been designed'for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0.psf 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 any other members. 7) Refer to girder(s) for truss to truss' connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s).6. 9) Provide mechanical connection.(by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Qt=lb) 3=423. 10) Hanger(s) or other connection device(s) shall be. provided sufficient to supportconcentrated load(s) 209 lb down and 169 lb up at " ' 1-6-1, and 209 lb down and 169 lb up at 1-6-1 on bottom chord. The design/selection of'such connection.device(s) is the .. responsibility of others. " 11) In the -LOAD CASE(S) section, loads:applied to the face of the truss are noted as front (F) or back (B).. LOAD CASE(S) Standard . ,1) .Dread + Roof Live (balariced): Lumber Increase=1.25,: Plate Increase=1.25 Uniform Loads (pIf) ..Vert: 1-4=-70, 3-5= 20, 1-6— 20 . Joaquin VeleiPE N0.68182 Concentrated Loads (lb) Vert: 7=166(F=83, B=83) .: 6904 Parke East Blvd. Tampa FL 33610 . Date:. August 26,2021 ..a i��.... Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-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 ANSIITP11 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 a Tampa, FL 36610 Job Truss Truss Type p. + Qty Ply GHO - Grenadine Club - Classic Stone T25157341 2893247-GHO-62MW HJ7 ... Diagonal.Hip Girder 1 1 Job Reference o ticnal: ' t7uuuers rusiouurce tnani uny, rest, narn i.ny, rL -.a000r, o.Yo a Z' . -UU < < , , .y , . YP h 6 H Ixl W 8 Bt G ID:rcJP0140c7 a xeU_io xzNgS4-CT1paPj0 wy_b9a i 7fANBS_Mb bQfS rFyk3 n -2 9.15 4 8 11 9:9.5 2-9-15 4-8-11 5-0-10 Sc ale , 1.26.6 ' a jX2 4 =x03x4 = 12 13 14 7 _2x4 — 6 3x4 11 . -Or2r0 4 8 11 9.8-8 9115 0-22 4-8.11 4-11-13 0-3 LOADING (pso SPACING- 2-0-0 ' CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate -Grip DOL 1.25 TC 0.49 Vert(LL) -0.08 '3-8 >999 240 MT20 244/190 TCDL . 15.0 ... Lumber.DOL 1.25 BC 0.58 Vert(CT) -0.09 7-6- >999 240 BCLL 0.0 Rep Stress Incr NO WB 0:54 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2020/TP.12014 Matrik-SH Weight: 50 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural.wood sheathing directly applied or 5-7-2 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 OTHERS 2x4.SP No.2 REACTIONS. (size) : 5=Mechanical, 3=0-10-15, 9=0-1-8, 7=Mechanical Max Horz: 3=364(LC 17), 9=-364(LC 1.7) ::..: .. . Max Uplift 5=-115(LC li)', 3=: 529(LC 8), 7— 102(LC 8) Max Grav 5=170(LC 28), 3=976(LC 31), 7=384(LC 28) . . FORCES. (lb) - Max. Comp'./Max: Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-345/395, 2-3=-334/394, 3-4==1024/254 BOT CHORD 3-8=-379/946, 7=8=-379/946, 1-9= 366/363' " WEBS 44=-1001/402 NOTES- 1) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1;60 2) Building. Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) na . 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 trussconnections. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb) w. 5=115, 3=529, 7=102. 9) Hanger(s) or other connection device(s) shall be provided ;sufficient to support concentrated load(s) 142 lb down and 49 It) up at 44-0, 142 lb down and 49 lb up at 4-4-0, and 168 lb down and 117 Ib up at 7-1-15, and 168 lb down and 117 lb up'at' 7-1-15 on,top chord, and 209 Ib down and 169 lb up at 1-6-1, 209 lb down and 169:Ib up at 1-6-1, 12 lb down, at 4-4-0, 12 lb down at 4-470, and 36 lb down at 7-1-15, and 36 lb down at "771-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.. 1.0). In the LOAD CASE(S) section, loads applied to.the:face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead + Roof -Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 . Uniform Loads.(plf) " Vert: 1-5=-70,' 3-6=-20, 1-9=-20 " Continued ;On"page 2 Joaquin Velez.FE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3361,0 Date: August 26,2021 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 d• ... ' • �a truss system. Before use, the building designer must verlfy,theapplicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web•and/or chord members only: Additional. temporary, and permanent bracing. - MITek• is always required for stability and to prevent collapse.with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing.of trusses and truss systems, .see , ANSIITP11 Duality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safetylnlormation available from Truss Plate. Ins titute,:2670 Crain Highway, Suite 203. Waldarl, MD 20601 i.:.' Tampa, FL -36610 Job Truss Truss Type . > Qty Ply GHO - Grenadine Club - Classic Stone 1573 T25 41 2893247-131140-62MW HJ7 DiagonaLFlip Girder i 1 Job Reference (optional): 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'M11-7473 rev. 5/19/2020 BEFORE USE: • Design valid for use only willi 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 buckling of individual truss web and/or chord members:only: Additional.temporary. and permanent -bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the . . : . fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see . ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd: Safety Information available from Truss Plate, Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL •36610 Job Truss Truss Type N + Oty Ply GHO - Grenadine Club - Classic Stone T2515734 2 2893247-GHO-62MW HJ7A... Diagonal Hip Girder Job Reference (optional Builders rlrst5ouree trrarll'dty, FL), rlarx'illy, rL-:00001, : _ o-ou 5 MUg ., a cua i rvu e u lu uasnw, a u... rr au nUg co ,a-.agv , ID:rcJ P0140c?YPehx6U_io6xzNgS4-gfbBnik02E4rDJ9UVSDIgsjYPsL?KcXau6xONhykGn2 4-9-9 ... : ,. - - 9-10-1 4-9-9 5-0.8 . 5 Scale 1:26.7 0 13. . 4.24 F12 3x4 4 �. 12 . r m , p. 2x4. 11 2. 3 LHJ 14 8 15 7 N 4x4 — 9 2x4.11 4 3x . — 6 0 3x4 = t0 3x4 11 2 0 1-11 4-9-9 .9-10-1 02 - 1-5-5 3-2-7 5-0-9 . . ... ..: 0-1-12 LOADING (psf) SPACING- 2=0-0"" CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25' TC 0.46 Vert(LL) 0.04 7-8 : >999 360 MT20 244/190 TCDL 15.0 .. Lumber DOL 1.25 BC 0.55 (CT) -0.09 7-8 >999 Vert 240 BCLL : 0.0 Rep Stress lncr NO W B 0.50 HOrz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.04 7-8 >999 240 Weight: 50 lb. . , FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 , . TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc purlins. BOT CHORD 2x4:SP Not BOT CHORD Rigid ceiling directly applied or 6-0-6 oc bracing. . WEBS ..: 2x4 SP No.3 OTHERS:,.2x4.SPNo.2 REACTIONS. All bearings Mechanical except at=length) 3=1-10-10, 3=1-10-10, 10=0-1-8, 9=0-3-8. (lb) - Max Horz' 3=299(LC 17), 3=270(LC 1), 10=-299(LC 17) Max Uplift All uplift 100 Ib.or Jess at joint(s) 9 except 5, 109(LC 8), 3=-388(LC 8), 7=-131(LC 8) Max Grav All reactions HO lb or less at joint(s) 5; 9 except 3=725(LC 31), 3=606(LC.1), 7=387(1_C 28) FORCES. (lb) - Max. Como./Max: Ten. - All forces 250 (lb) orless except when shown. TOP CHORD 1-2=-286/336, 2-3=-283/347, 3-4==1027/271 BOT CHORD 3-9=-392/866, 8-9=-392/866, 7-8=-392/866; 1-10=-300/297 ... WEBS 4-8=0/251, 4-7=-919/416 NOTES- 1) Wind: ASCE 7-16;.Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0:18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineerresponsible for verifying applied roof live load shown covers -rain loading requirements specific . to the use of this truss component. . 3) na 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrerlt 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 bottomchord and any other. members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) Of truss to bearing plate at joint(s).10. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 9 except (jt=lb) 5-109, 3=388, 7=131. ; 9) Hanger(s) or other'corinection device(s) shall be'pfdyided sufficient to support concentrated load(s) 91 lb down and 54 lb up at 1-6-1, 285 lb down and"239 tb-up at 1-6-1, 139 lb down and 113 lb up at 4-470, 142 lb down and 49 lb up at 4-4-0; and 134 lb down and 104 lb up at 7-1-15, and 168 Ib down and 117 lb up at 7-1-15 on top chord, and 12 lb down at :44-0, 12 lb down at 4-4-0, and 65 (b downand:461b up at 7-1-15, and 36lb down at 7-1-15 on bottom chord. The design/selection of. such connection device(s) is the responsibility of:others. 10)-In the LOAD CASE(S) section, loads applied to, the: face of the truss are noted as front (F)or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 - Joaquin Velez PE N6.88182 Uniform:Loads (plf) " . to USA, Inc. FL Cert 6634 Vert:1-5=-70;3r6=-20,1-10=20 6904 Parke 33610 East Blvd. Tampa FL .0 . . . ' . . ' . " Date: August 26,2021 Continued on page 2 0 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 propedy,incorporate this design Into the overall building design. Bracing indicated is to buckling of individual truss web,and/or chord members only: Additional. temporary. and permanent bracing . -R� prevent is always required for stability and to prevent collapse.with possible personal Injury and property damage. For general guidance regarding the INlOek'. .. . " fabrication, storage, delivery, erection and bracing, of trusses and truss systems, see ANS11TP/1 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 366M Job Truss Truss Type ' "City Ply GHO -Grenadine Club - Classic Stone T251573 42 2BQ3247-GHO-62MW HJ7A... "" Diagonal Hip Girder Job Reference (optional). WARNING -Verity design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE'M11-7473 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 buckling of individual truss web chord members:only: -Additional. temporary. andpermanent:bracing. " MiTek' prevent ,and/or 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/TPII Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd: Safety Information. available from Truss Plate. lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 :.:. :...: Tampa, FL •36610 Job Truss Truss Type ' oty Ply GHO = Grenadine Club - Classic Stone': T25157343 2BR3247-GHO-62MV11 - HJ210.. — DiagonaLHip Girder 1' 1 Job Reference o tional tivacters rtrst5ource (viam clty, t-u), Irian uty, rL-:aabb1, b.4Ju s Aug tb zuzl MI I eK inausmes, inc.. vveo Hug zo i o:uz:uu zuz r rage I .. ID:[cJ P0140c?YPehxeU_ia6xzNgS4-G4w29ji8mJiGMrC]vgKg22E53VfLm7NJ768immMykGn5 2-9-15 3-11-5 2-9-15 - 3-11-5 Scale=.1:17.1 .4q. 1 a o 4.24 F12 2x4 11, 3 2.. m o 1 ". 2x4 5:: = 7 ...... 2x4 3x4 11 -0F4 0.1.4 LOADING (psf) SPACING- 2-0-0: . . ...... CSI. ... . . .... DEFL. .. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.05 3-5 : >918 240 MT20 .. 244/190 TCDL . 15.0 Lumber.DOL 1.25 BC 0.40 Vert(CT) -0.05 3-5 ' >894 .180 BCLL 0.0 ' Rep Stress Incr NO WB 0:01 HorZ(CT) -0.00 4 n/a ri/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 22 lb: FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural.wood sheathing directly applied or 3-11-5 oc purlins. T. BOT CHORD. 2x4-SP No.2 BOCHORD Rigid ceiling directly.applied or 6-0-0 oc bracing. . OTHERS. 2x4 SP No.2 REACTIONS. (size) -4.=Mechanical, 3=0-10-9, 5=Mechanical, 6=0-1-8 Max Horz 3=306(LC 1), 6= 306(LC 1 Max Uplift 4=-63(LC 8), 3=-375(LC 8),-5=-25(LC 4) "' Max Grav 4=94(LC 13), 3=532(LC 31), 5=104(LC 22) FORCES. 0b) -Max.. Comp./Max. Ten. -All forces 250 (lb) or.Iess except when shown. TOP CHORD 1-2=263/346, 2-3= 242/335 BOT CHORD 1-6=-307%269 NOTES 1) Wind: ASCE.7-16; Vult=160mph (3 second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf;,h=1.5ft; B=77ft; L=40ft; eave=5ft;:Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (ditectional); cantilever left and right exposed.; Lumber DOL=1.60 plate grip DOL=1:60 2) Building Designer / Project engineer responsible for verifying applied roof live toad shown'covers rain loading. requirements specific to the use of this truss:component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads:' 4) ' This truss has. been designed for a.live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between. the bottom chord and any.other.members. :. 5) Refer to girder(s) for 'truss to, truss connections. 6)'Provide mechanical connection.(by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to:bearing plate capable of withstanding 100 lb uplift at joint(s) 4; 5 except at=lb) 3=375. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 24 lb down and 34 lb up at .1-6-1, and 209 lb down and 169. Ib up at 1-6-1 on, bottom chord: Tfie desigri/selection of such connection clevice(s) is the . responsibility of others.- 9) In the LOAD CASE(S)', section,:loads applied to the face of the truss are noted as front•(F) or back (B). LOAD CASE(S) Standard 1) Dead +. Roof. Live (balanced): Lumber Increase=1.25, Plate Increase =1.25 ' 'Uniform Loads I Vert: 1-4=770,:3-5=20, 1-6=-20 Concentrated Loads (lb)::..: .' ...... .. Vert: 7=64(F= 19, B=83) . , . , Joaquin Velez PE No.68182 MiTek USA, Inc. fL Cert 6634 • • ar e as Blvd. Tampa Date. August 26,2021 © 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 NliTekS connectors. This design is based. only upon parameters shovin,.and.is for an individual building component, not a truss system. Before use, the:building designer must verify.ihe, applicability of design parameters and, property incorporate this design into the overall. building design. Bracing indicated is to prevent buckling of individual truss web,andfor chord members only: Additional. temporary and permanent bracing A 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 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 ty Qty _ Ply GHO =Grenadine Club -Classic Stone T2515734 4 2893247-GHO-62MW JGR , . , Roof Special Girder 1 1 Job Reference (optional): duuoers rlrsibource trlant Lmy; rLl, rlani Lary, rL-:66bbf, bAtJU s Aug I u zun mi I eK Ineusines, Inc. vveo Aug zo 1 a:uz:uv zun rage I ID:rcJP01.4Oc?YP ehxeU_io6xzNgS4-Br9Z_SIfpYDirTkg9Ak_C4Fk5Gfz3Aaj6mgzv7ykGn1 1-10-8 2-10.0 1.10-8 0-11-8 6.00 12 : Scale=1:11.7 g. 2 x 4x12.= 2x4 2 7 2x4 II• 6 3x4 .I I 4x6 = 1-5.0 1-10-8' r 2-10-0 1-5.0 :. 0-5-8 0-11-8 LOADING (psf) SPACING- 2=0=O CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 :Plate. Grip DOL 1.25 TIC0.40 ' ' Vert(LL) -0.01 5-6 : >999 360 MT20 : 244/190 TCDL . 15.0 "-Lumber.DOL 1.25 BC 0.70 " Vert(CT) -0.02 5-6' >999 .240 BCLL .6.0 Rep Stress Incr NO WB 0.06 Horz(C.T) 0,00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.01 5-6 >999 240 Weight: 16lb - FT=20% LUMBER- BRACING - TOP CHORD 2x4 SIR No.2TOP CHORD Structural.wood sheathing directly applied or2-10-0 oc puffins, BOT CHORD 2x6.SP Not except end verticals. WEBS 2x4 SP No.3 BOT CHORD. Rigid ceiling directly applied or 10-0-0 oc bracing.: REACTIONS. (size) 6=04-0, 4=Mechanical Max Horz 6=21(LC 8) 1 Max Uplift 6=-452(LC 4), 4=-226(LC8) ... "' Max Grav 6=1203(LC 1); 4=570(LC 1) FORCES. (lb) - Max., Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind:.ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf;,h=15ft; B=77ft; L=40ft; eave=5ft; Cat. ... " II; Exp C; Encl., GCpi=0.18; MW FRS.(directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building, Designer / Project engineer responsible for verifying applied roof live load shown covers•rain loading requirements specific ...... to the use of this truss. component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) *this truss has been designed for:a'live load of 20.Opsf on the bottom chord:in all areas where' a' rectangle 3-6-0 tall by 2-0-Uwide . will.fit between the bottom chord and any other members. 6) Refer to:girder(s) for truss to truss connections. 7) Provide mechanical 6onnecti6h (by others) of truss, to bearirig plate capable of withstanding 100 lb uplift at joirit(s) except at=lb) 6=452,4=226. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1545 lb down and 601 lb up at 0-10-12'on'bottom chord. The design/selection of such connection device(s) is the responsibility of others. " 9) In the LOAD CASES) section, loads applied'to the face of the truss are noted as front (F) or back: (B). ' LOAD CASE(S) Standard: - 1) Dead +Roof Live (balanced): Lumber Increase=1,25, Plate Increase=1.25 .Uniform Loads (plf) :::... .:. . . . . ...... .. Vert: 1-2=-70, 2-3=-70, 4-6=-20 " Concentrated Loads (lb) Vert: 7=-1545(17) Joaquin Velez'PE No.66182 MiTek USA, Inc. FL Cert 6634 6604 Parke East Blvd. Tampa FL 33610- Date: U9US1 26,2021 Q 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 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:brecing. '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 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 20801 Tampa, FL 36610 :.Symbols Numbering System: PLATE LOCATION AND ORIENTATION' 3/4' Center:plate:on joint unless x, y: _ en s s 6-4-8 .d'm sions shown in.ft-in- ixteenths offsets are indicated. (Drawings notto scale) :: Dimensions: are in ft=in-sixteenths:. :. Apply plates'to both 'sides of truss and fully embed teeth.: 2 3 TOP CHORDS p C1-2 C2-3 ' 4 0 ' ZEBQv O:. . f-' cxe .. csa O. 2 U a- O H V V plates 0'- 1119' from outside �G BOTTOM CHORDS edge of truss: 8 7 6 5 This: symbol indicates the . JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO connector plates. T• .... THE:LEF :. Plate location details available in MiTek.20/20 CHORDS AND. WEBS ARE IDENTIFIED BY END JOINT. : NUMBERS/LETTERS. software or upon request. . PLATE SIZE PRODUCT CODE APPROVAL$ ICC-ES Reports: The first dimension is the plate i width measured perpendicularESR-1311,.ESR-1352 ESR1988 4 x 4 to slots.• Second dimension is ER-3907, ESR-2362, ESR-1397; ESR73282 the length'parallel to slots. LATERAL BRACING LOCATION t f Indicated by symbol shown and/or Trusses are designed for wind loads in he, plane o :the by.text in the bracing section_ of the truss unless otherwise shown. output:' Use T or I bracing if indicated. Lumber. design va(ues'are in accordance.with ANSI/TPI 1 r section 6 3 These truss designs ely on lumber values BEARING established by Others. .. Indicates location where:bearings ... (supports) occur. Icons vary but: © 2012 MITek® All Rights: Reserved reaction section indicates joint.: number where bearings occur..: Min size shown. is for crushing only. Industry Standards:_ ANSIfTP11: National Design Specification for Metal Plate Connected Wood Truss. Construction... DSB-89::. Design Standard for. Bracing,` BCSI: Building Component Safety information, - Guide to Good for Handling, - " MiTekp Installing &. Bracing of Metal Plate Connected. Wood Trusses:: MiTek Engineering Reference Sheet:. MII=7473 rev..5/19/2020 .... General- Safety Note$ Failure.to.Follow:Could Cause:Property„ Damage Or:Personal=lnjury 1;::Additional stability bracing for;truss system;:e.g. diagonal or X-bracing, is always required: See BCSI.. 2. Truss bracing must.be. designed by:an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative.Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced. trusses. 4. -Provide copies of this truss design to the building designer; erection supervisor,; property owner and all other interested parties.:.: 5. Cut members to bear tightly against each Other. 6. Place plates on each face of truss at each jointand embed fully. Knots and wane at joint locations are regulated by ANSI/rPl 1. • 7. Design -assumes trusses will be suitably protected from the environment in accord, with ANSI/TPI 1: 8: Unless otherwise noted; moisture content of, lumber '::shall not exceed 19% attime of fabrication: ' : 9. Unless expressly noted, this design is not applicable for use with fire retardant; preservative:treated, or green lumber.: 10. Camber is a non-structural consideration and is.the responsibility of truss:fabricator.. General practice is to camber for dead load deflection. 11.-Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12.. Lumber used shall be of the species and size, and in all respects,: equal to. or than that: specified:' . 13. Top 'cfiords must be sheathed or.pUrlins provided'at spacing indicated on design. 14. Bottom chords require: lateral bracing'at 10 ft. spacing, or less, if no ceiling is installed, .unless otherwise noted. -15'.:Connections'not shown are the responsibility. of others.. 16.:Do not cut or alter truss member or plate without prior approval of an engineer: .. 17'. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with projebt'engineer:befote use. 19. Review all portions of this design (front, back,'Words .:and pictures) before use. Reviewing pictures alone .:is not sufficient. 20.:Design assumes manufacture in accordance:with " ANSUfPI 1' Quality Criteria: " . ,' . ' 21.The design does not take into account any dynamic.: or other loads other than those expressly stated.