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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200 Maitland, Florida 32751 DP: (321) 972-0491 1 F: (407) 880-2304 I E: info@fdseng.com Website: www.fdseng.com EN©INEERING ASSOCIATES July 28, 2021 Building Department Ref- --- -Lot: — - --- - - - Subdivision: Address: Model: KA # Truss Company: Date of drawings: Job No.: Wind Speed: Exposure: Truss Engineer: Adams Homes Lot 27 Blk.-3 - — Fort Pierce - Waterstone 8315 Almalfi Cir. 2508 CR LHG 3CF 21-6772 Builders First Source 7/21/21 2819426 160 C Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, NO�ee111 i B ld dd!llp�0�� ti • �p 7,[28i.0�j � y 7/28/2021 167 tr` �ar$A`�lirb4, Pl ? Scott Lewkowski, P.E. 1%,. �,s' W6 Op � � FL. #78750 + t�F* Engineering Associates, A TSG Copany /4 •ErtG%*,```e®oar m"Your Building Code Experts" !l/1111111101 7/28/2021 Luis Pablo Torres, P.E. FL. # 87864 C1 E7 B04 r t0 I17 t e'7 N _ Q Q Q Q Q Q Q E7 E7 E7 E7 E7 E7 E7 E7 E7V under SIMPSON CONNECTOR SCHEDULE ROOF TRUSS Q ID MODEL ROOF UPLIFT SYMBOL 0 1 A-11 LUS24 895 1490. - ALA' 0 A HTU26 3600 1555 ALA 0 B HTU28 4680- 2140 ALB 0 C HTU26-2 3600 2175 A LC 0 D I HTU28-2 14680 13485 A to 0 E HGUS26-2 5320 12155 J LE 0 F HGUS28-2 7460 3235 A IF 0 G HGUS26-3 5230 2155 A IG 0 H HGUS28-3 7460 3235 A IN 0 J THJA-26 9100 4095 A Li - 32 3 X 8 NOP 11 CAUTION M' DO NOT. ATTEMPT ',TO ERECT TRUSSES WITHOUT REFERRING -TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. - ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (10. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. ' REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAIL'S (IF REQUIRED) 4j UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted . -Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By, Builders First Source. ' NO EXECPTIONS. ' ' The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Calling And Roof Diaphragm Connections. ROOF PITCH: 6112 . CEILING PITCH: 3112 ,TOP CHORD SIZE: 2 X 4 .. BOTTOM CHORD SIZE: 2 X 4. - OVERHANG LENGTH: 1&' END CUT: Plumb - CANTILEVER: - , ..• TRUSS SPACING. 24" _ BUILDING CODE: FBCZ020, BEARING HEIGHT SCHEDULE Hatch Legend =&-a, aff . 10,4, aff ` BUILDER: Adams Homes' PROJECT: Single Family EI Reviewed and Approved ❑ Revise and Resubmit r _ .. MODEL: 2608 CR 36AR ❑ Reviewed withNotations ❑ Nat Reviewed (see explanation) ADDRESS: 8316 AMALFI CIR Corrections or comments made oD equipment submittals ar op drawingssh- LOT / BLOCK: 27PH J ttpdp dtuing this m�iew do not relieve contractor from compliance with regairtments of the drawings and spedficatioas. SUBDIVISION: WATERSTIdNE This check is only for review of general conformance with the concept of the project and CITY: FORT PIERCE' general compliance with the information gives in the contract doomems. The contractor is.;; - responsible for confirm g and correlating all quantities cod dimensions; selecting fabricatiba- DRAWN BY: , KSANCHEZ processes and techniques of construction coordinating his work with that ofall other tradcs and performing his work in a safe and satisfactorymamer JOB tl. _ 2819428 FDS ENGINEERING ASSOCIATES DATE: 107116=21 1 SCALE: ' ` NTS Date: 07282021 BY. BH / PLAN DATE 2021 Submittal No.: FrojW 0.: 216772 Pmjcct Fes: Carl Brown Project Name: Adams Homes -For Pierce -Waterston Lot 27 Ph. 3 REVISIONS' '+ - 1. 2 3. VERIFY ALL DIMENSIONS Arm COUNG CONDTIONS PROR TO APPROVAL 4. SOME CEIUNG FRAMING REQUIRED M FIELD BY BIRDER MAN YANG FORCE RESISTING SYSTEMP4 HYS WD YANG ASCE746 IMPORTANT "� • •'• ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY a This Drawing Must Be Approved And MC WIND IMPORTANCE FACTOR t.ao Returned. Before Fabrication WillBuilders TRUSSES HAVE BEEN DESIGNED FORA f0n PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Check All' _ NONCONCURRENT swam ANY OTHER LIVE LOADS Dimensions And Conditions Prler•To.:'- Approval Of Plan. CortiOlning to Sefv& you better ROOF LOADING FLOOR LOADING ; SIGNATURE BELOW INDICATES ALL, ^ ,. NOTESAND DIMENSIONS HAVE yti.. �• TCLL: 20 PSF TCLL: 40 PSF BEEN ACCEPTED. ` 4409 Airport Roatj TCDL: 07 PSF TCDL• 10 PSF Plant Gty,Fl, 33663 •, BCDL• 10 PSF BCDL: 6 PSF By Date Ph. .(813) 30G5-1300 ?. Fax (813)„305.1301 TOTAL* 37 PSF TOTAL: 66 PSF `- DURATION: 1.26 DURATION:. jAD °-� - MiTek' ,MiTek USA, Inc....::.: `2508 CR 3CA hLKNO HS 6904:Parke East Blvd: . Tampa, Fl; 35104115 . .Site Information: ..::.Cusfomer: Adams Homes Port St Lucie.:. Project Name:.281,9426 LoVBlock:. 27 PH3 _ - Model: 2508 CR-3CAAR Address; :$315-AMALFI�CIR:,:. 'Subdivision:MATERSTONE City!.:F6ft Pierce' . -State:: FL .............. General Truss:Eng neen.hg Criteria'& Design Loads.(Individual Truss Design Drawings Show Special Loadin Conditions . 9: )' Design Code PBC2020%TR12014'. :. Ne'sign Program:: MiTek 20/20 8.4 Wind:Code: ASCE 7-16..: Wind.Speed; 160 mph Roof T oad: 37.0 psf Floor Load. •: N/A psf :: This package:inclucJes 46 individual, dated Truss Design: DravJings and 0 Additiorial:.Drawings. With my seal affixed to this sheet,:1 hereby certify:that at I am.the:Truss: Design Engineer and. this: index sheet confoFms to 61G1541:00 -.section 5 of the:FLorida.Board of Professi' al;Engineers Rules: No . Seal#. Truss Name: Date l No: Seal# Truss Name : Date 1 T247002.7- L. A01:::::.:.::: 7/21/2021::::' :.: i21 T24700291: ,; • :: B04 .; :.:7/21/2021 2 ...T24700272 A0lA 7/21/2621' .:: 22 _. T24700292 B05, • • 7% W021 , 3.. ..:T24700273 .:.. A01B : 7/.21/2021 23: T24700293 •.B06C .: ; ' 7/21/2021. = T2470027.4 .. A02 7/2.1/2021 .24.. . T24700294 B07C ' ' : 7/21/2021' : • =" 5 T24700275 A03.: „ 7/21/2021 ........25 .: „ T24700295: B08C-Vi/2021 6 T24700276: A04 ::::...' ::: 7/21/2021 ::. 26:: T24700296::::... B09 .7/21/2021 7. .T24700277 A05 7/21/2021 27 T24700297 B10 :...:. 7/21/2021 . T24700278 A06 7%212021 28 124100298 B1:1: ' 7/21/2021 :,' 9 : T24700279 : • A07C 7/21/2021 29 T24700299 B F2 . :.7/21/2021:- ::.:. ::: •..:... 10 T24700280.::: A08C ::: :.': 7/21/2021:: �::: 30:..: T24700300 : • :'; : ::::::.: Cl 7%21(2021 ... •.., 11 :: . T24700: 81. :: A09C 7/21/2021 . ':: _ 3:1. T24700301 : C3 _ : 7/21/2021 .. L2'. . T24700282 A10 .. �7/21%2021 32 :T24700302 CS.: 7/21/2021 13 T24700283.:: A11 7%2:1/2021 33. T24700303 . .. • ..:: ' D01;' 7/21/2021 14 T24700284 Al2.... 7/21/2021• `34:: T24700304 'DOIS 7%21/2021 15 T247.00285 ' ': A13 7/21/2021 : 35 T24700305 .:: D02 .. .. '': 7/2112021 ; 16: ; . T24700286 .. A14C .:7/21./2021 36 T24700306 :E7... 7/21/2.021...: 1:7 T24700287 A15 7/21/2021 37 -' T2470O307 : E7:V . 7/21/2021 18 T24700288'-- A16..... 7/21/2021... .38'... T24700308.. E7VA 7/21/2021 19 T24700289r' A17 ::. :' :':: 7/21/2021:*: _:39. • T24700309'-';?::.'.-•. E7VB 7/21/2021 20 '':T24700290 .: 'B03. 7/21/2021 40 T24700310 E7VC ": 7/21/2021 :The truss drawirig(s) referenced.above have been prepared by - MiTek USA, Inc under my.d�recf supervision ,,N.i.r�)���, based on the parameters provided.by:Builders FirstSource (Plant City, FL)..>V�'IV, :. Truss Design. Engineer's Name Velez, Joaquin S:'S ib E �,� MM license reneyval date for the state of Florida is February. 28; 2023. ' orida:COA:6634 ::. .• No: 6$1 Fl IMPORTANT NOTE: The seal on these truss component desighs:is a certification..': thafthd engirieer.named'is licensed in the jurisdictions) identified.and that the designs comply:with ANSI/TPI 1. These designs are based upon parameters;: ;Shown (e.g., loads,aupports, dimensions; shapes and design .codes); which were . �'.. ' S E . OF..' V✓ • given to: MiTek: Any project specific information iricluded is.for MiTek customers :file reference purpose only,:dnd was not taken into:account in the preparat on.of:: �ifi •'•. 4:.:'. O�P•'��=��. :..:.• .. these:desi • ris: MiTek . has not: independently verified the;applicaliility of the design :: �'or :SS ♦- :: , garameters or the desigh§.foe any partidUlar.'building; . Before use, the. building designer should verify applibabil.ity pf: design parametejs antj "properly incorporate: these'designs into the oderall building design :per ANSI/TPI 1, Chapter 2; Joaqule Velez PE.No:6818x • - - MiTek U A 904• ark ... ... :.' .: : nAt, ••P: 0 F.aSt 21 _2�G .. ,Blvd: Tampa:FL,.33B10 .. - -July 1 .. . 1. of 2.:.:' :. Ve1e2, :Joaquin :.:. . RE: 2819426 - 2508 CR 3CAR BLK NO HS Site Information: Project Customer: Adams Homes Port St Lucie Lot/Block: 27 PH3 Address: 8315 AMALFI CIR City, County: Fort Pierce No. Seal# Truss Name Date 41 T24700311 F01 7/21/2021 42 T24700312 H7 7/21/2021 43 T24700313 H 17 7/21/2021 44 T24700314 P61 7/21/2021 45 T24700315 P132 7/21/2021 46 T24700316 PB3 7/21/2021 Project Name: 2819426 Subdivision: WATERSTONE 2of2 State: FL Job Truss Truss Type '� Qty Ply 2508 CR 3CAR BLK NO HS T24700271 2819426 A01 SPECIAL 5 1 Job Reference o tional timaers mrstbource Imam ct1y, r-Ll, runt LAW, rL - ao001, -I- , ` ID:?1 YDfltmYJ1 NmupVDA3te2z4H2S-JEsgnKH6lQaMj ImN8?Q3N7b)dc9oQnj7iH7DpuyxnCJ 1-4- 5-3.0 8-10-8 14-11-8 21-0-0 25-0-0 29-8-0. 35.8-8 41-10-15 46.7-4 8-0- 4 5-3-0 3-7-8 - fi-1-0 6--N 4-4-0 4-4-0 6.0-8 6-2-7 4-8-5 -4-1 Scale=1:90.1 5x6 = 3x6 = 5x6 = 6.00 F12 6 31 732 3334 8 3x6 i 30 35 3x6 5x6 5 9 5x6 � c9 0 4 10 ST1.5x8STP= o 3x6 36 ST1.5x8 STP = 3 11 °) 29 12 to 0 8-10- 19 0 1 2 3x4 = 18 38 39 17 16 40 41 15 14 42 43 13 Icy 0 2p 3x6 = 3x8 = 3x8 = 3x8 = 4x8 = 3x6 = 4x6 = 22 21 46 = 2x4 11 6x8 = -812-0-0 21-0-0 29-8-0 38-7-11 46-7-0 3-1-12 8-11-12 8-8-0 8-11-11 7-11-9 Plate Offsets (X Y)-- [4.0-3-0 0-3-0] [6:0-3-0 0-2-0] [8:0-3-0 0-2-0] [10:0-3-0 0-3-0] [21:0-3-8 0-3-0] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.61 Vert(LL) -0.28 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.50 13-15 >907 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(CT) 0.08 11 n/a n/a BCDL 10.0 Cade FBC2020/TP12014 Matrix -AS Weight: 271 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP No.2 `Except` 2-0-0 oc puffins (4-3-0 max.): 6-8. 4-21: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 3-9-0 oc bracing: 19-21 WEBS 1 Row at midpt 7-16, 7-15, 9-15 REACTIONS. (size) 2=0-8-0, 11=0-7-4, 21=0-3-8 Max Horz 2=419(LC 11) Max Uplift 2=-492(LC 12), 11=-911(LC 12), 21=-1146(LC 12) Max Grav 2=367(LC 23), 11=1778(LC 18), 21=2134(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-366/761, 3-4= 310/417, 4-5=-1385/843, 5-6=-1837/1250, 6-7=-1583/1214, 7-8=-1878/1327, 8-9=-2133/1362, 9-10=-3023/1620, 10-11= 3266/1758 BOT CHORD 2-22=-644/251, 21-22= 644/251, 19-21=-1949/939, 4-19— 1946/916, 16-18=-696/1623, 15-16=-712/1787, 13-15=-1133/2318, 11-13=-1452/2869 WEBS 4-18=-596/1610, 5-16=-17/251, 6-16=-228/615, 7-16=-449/289, 8-15= 283/664, 9-15=-784/566, 9-13= 91/585, 10-13=-337/344, 5-18=-779/542, 3-22=-547/217, 3-21=-402/888 NOTES- ��%% PpU�N VFW J�ii 1) Unbalanced roof live loads have been considered for this design. �� �i 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. ��� , ••�,�C' E N SF'•� �0 i II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) i 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 48-OrO zone; porch left exposed;C-C NO 68182 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. -G ; ; cc 4) Provide adequate drainage to prevent water ponding. 53 S O F J 44/ � 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.ZI 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 i. ,�'.• 'CCQ;•• \_,�� will fit between the bottom chord and any other members, with BCDL = 10.Opsf. �� (� R 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) ��j SS • • • • • • •! ` �, 8) This truss design requires that a minimum of 7/16" structural wood "sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional. temporary and permanent bracing /� MOW 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 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 2508 CR.3CAR BLK NO HS T24700272 A 2819426 A01A SPECIAL 1 1 Job Reference (optional) umaers rlfslbource trlani l:ny, t-L), riani.l,uy, rL - J3D0/, 0.Wv S J. L —4 r -1—1 cn n iuuauioa, a n.. „iu ou„o --- —, , U. , ID:71 YDfltmYJ1 NmupVDA3te2z4H2S-Gd_QC7JMg1 g4ycwmGQSXTYgHzQuDujfQ9bcKunyxnCH 1-4- 6-1-e 72-1 9-7-11 14-11-8 21-0-0 25-0-0 29-8.0 35.8-8 41-10.15 46-7-4 8-0- -4- 6-1 -8 -1- 2-4-15 5-3-12 -- 6-0-8 4-4-0 4-4-0 6-0-8 6-2-4-1 5x8 6 5 3x4 11 2x4 4 ST1.Sx8 STP = 303 1 1 2 4x6 = 38 23 22 4x6 = 6x8 = 6.00 12 3x6 - 31 7 5x6 = 3x6 = Sx6 = 8 32 933 3435 10 20 39 40 19 18 41 3x6 = 4x8 = 3x8 = 36 3x6 11 42 17 16 43 44 15 3xB = 4x8 = 3x6 = Scale=1:90.1 5x6 � co 12 ST1.5x8STP= 6 a 37 13 14 Iv 0 0 0 4x6 = a 7-2-12 6-1-8 6- -8 12-1-7 21-0-0 29-8-0 38-7-11 46-7-0 6-1-8 0- -0 4-10-11 8.10-9 8-8-0 8.11.11 7-11-9 Plate Offsets (X Y)-- [8:0-3-0 0-2-0] [10:0-3-0 0-2-0] [12:0-3-0 0-3-0] [23:0-3-8 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 0.63 Vert(LL) -0.30 15-17 >999 240. MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.52 15-17 >931 180 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.12 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 270 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 4-23: 2x4 SP No.3, 13-16,16-19: 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 13=0-7-4, 23=0-4-0 Max Horz 2=419(LC 11) Max Uplift 2=-379(LC 12), 13=-968(LC 12), 23=-1082(LC 12) Max Grav 2=275(LC 21), 13=1881(LC 18), 23=2170(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 293/402, 3-4=-301/458, 4-6=-215/344, 6-7=-2494/1501, 7-8=-2223/1472, 8-9=-1949/1420, 9-10=-2084/1462, 10-11=-2362/1515, 11-12=-3249/1770, 12-13— 3485/1901 BOT CHORD 2-23=-376/122, 21-23=-2052/907, 4-21=-266/201, 20-21=-1035/2162, 18-20=-1086/2397, 17-18=-881/2123, 15-17=-1266/2521, 13-15=-1578/3063 WEBS 7-18=-416/405, 8-18=-323l768, 9-18=-343/212, 10-17=-349/783, 11-17=-782/563, . 11-15=-93/584, 12-15=-329/340, 3-23=-169/344, 6-20=0/394, 6-21=-2730/1189 Structural wood sheathing directly applied, except 2-0-0 cc puffins (4-0-4 max.): 8-10. Rigid ceiling directly applied. Except: 3-8-0 cc bracing: 21-23 1 Row at midpt 7-18, 9-18, 9-17, 11-17, 6-21 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 25-0=0, Interior(1) 25-0-0 to 29-8-0, Extedor(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 48-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=379, 13=968, 23=1082. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical puriin representation does:not depict the size or the orientation of the pudin along the top and/or bottom chord. 0 . �111111l/�// No 68182 r "-10 �CCZ r �• ` �:. ST OF � � � O R O,. ' \ Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. * Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or members only. Additional temporary and permanent bracing M!Tek' prevent chord 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 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 250E CR 3CAR BLK NO HS T24700273 2819426 A01B HIP 1 1 Job Reference (optional) tiuuaers rtrstaource trianr Uly, rL/, n®rx uny, rr. - ooaoi, ,,.- -- - .--.- ---. . __- ID:YuAUBcd PW Cx6RhnN P_DwTzU6L_-006BdhKcLe4oCw49NrU?YzIeQDXdM W 7jdv5RzfyxnCF 1-4- 4-3.6 B-0-5 14-6-3 21-0-0 25-4.0 29-8.0 35-1-14 40-7-118-0- 4- 4-3-6 3-B-15 6-5.13 6-5-13 4-4-0 U. 5-5-14 5-5-14 5-11-9 4-1 Scale=1:89.8 5x6 = 3x6 = 5x6 = 6.00 12 6 28 30 72931 8 3x6 G 3x6 27 9 5 5x6 5- 5x6 rh 10 6 ST1.5x8 STP= d 3x6 i 4 32 3 26 1t rn Io 19 12 0 co 1 2 4x12 = 18 17 16 33 34 15 14 35 36 13 0 IN 0 3x8 = 3x8 = 3x8 = 3x6 = 4x6 = 20 ST1.5xB STP = 3xB = 4x8 = 6xB = 4x6 = 7-6-15 8 0 5 14-6-3 21-0.0 29-8-0 37-10-12 46-7-4 7-6-15 0-5-6 6-5-13 6-5-13 8-8-0 B-2-12 8.8-B Plate Offsets (X Y)-- [4:0-3-0 0-3-0] [6.0-3-0 0-2-0] r8:0-3-0 0-2-0] [10:0-3-0 0-3-0] [18:0-3-8 0-1-8] [20:Edge 0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.27 15-17 >999 240. MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.45 15-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.09 1.1 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight:281 lb FT=20% , LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP No.2 *Except* 2-0-0 oc puffins (4-3-0 max.): 6-8. 2-20: 2x6 SP No.2, 4-20: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 7-17, 7-15 REACTIONS. (size) 2=0-8-0, 20=0-5-0, 11=0-7-4 Max Horz 2=419(LC 11) Max Uplift 2= 223(LC 12), 20=-1038(LC 12), 11=-915(LC 12) Max Grav 2=273(LC 21), 20=2314(LC 17), 11=1781(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces250 (lb) or less except when shown. TOP CHORD 2-3=-209/291, 3-4=-274/753, 4-5=-1799/1073, 5-6=-1860/1203, 6-7=-1612/1179, 7-8=-1884/1271,8-9=-2132/1321,9-10=-2974/1592,10-11= 3168/1666 BOT CHORD 19-20=-2133/1135, 4-19=-2017/1170, 18-19=-471/285, 17-18=-664/1772, 15-17=-680/1834, 13-15=-1045/2267, 11-13=-1347/2777 WEBS 3-19= 602/347, 4-18=-994/2066, 5-18=-395/377, 6-17=-219/607, 7-17=-453/266, 8-15=-299/681, 9-15=-758/537, 9-13=-165/640, 10-13=-347/343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 26-7-14, Interior(1) 26-7-14 to 29-8-0, Exterior(2R) 29-8-0 to 354-14, Interior(1) 35-1-14 to 48-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load.shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 2=223,20=1038,11=915. 8) 70s truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. IN ��. J•.��GENS�.?i�i�_ i No 68182 =-Q� �r� �0:. ST OF :�441 Al Joaquin Velez PE No'.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building Bracing Indicated is to buckling of individual truss web and/or chord only. Additional temporary and permanent bracing MiTek' design. prevent members 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 ANSYTFIl 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 Oty Ply 2508 CR 3CAR BLK NO HS T24700274 q 2819426 A02 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, tl.4:711 s uun z zuei Mi t ex incuslnes, inc. Thu jut i a r a:ac:ae 202 r rdye r ID:?1 YDfltmYJ1 NmupVDA3te2z4H2S-gCgZgi LF6yDfp3eLxY?E4Blifduh53NtrZq_V6yxnCE 1-41 5-7-6 8-11-0 12-1-5 21-0.0 23-10-11 2N O 36-6-11 45-7-8 4 5-7-6 3-3-10 3-2-5 8-10-11 2-10-11 5-9-6 8-10-11 7-0-13 5xB = 6.00 12 2x4 II 7x10 = 7 2829 8 Scale = 1:85.2 ST1.5x8 STP = Bx10 _ 4x6 = B-8-0 -0 15-3-14 25-4-0 35-4-2 45-7-B 8-8-0 0- -0 6-4-14 10-0-2 10-0-2 10-3-6 Plate Offsets (X Y)-- [5.0-4-0 0-3-0] [6:0-4-8 0-1-12] [8:0-6-8 0-1-121 [9:0-4-0 0-3-01 [19:0-3-8 0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.98 Vert(LL) -0.55 12-14 >801 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.89 12-14 >499 180 BCLL 0.0 Rep Stress Incr YES WE, 0.56 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC202OfTP12014 Matrix -AS Weight: 261 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 `Except* TOP CHORD Structural wood sheathing directly applied. 6-8,1-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP M'31 'Except' 4-2-0 oc bracing: 17-19 2-18: 2x6 SP No.2, 4-19: 2x4 SP No.2, 11-13: 2x4 SP No.i WEBS 1 Row at midpt 5-17, 6-16, 7-14, 8-14 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-11-12 REACTIONS. (size) 2=0-8-0, 11=0-3-0, 19=0-3-8 Max Horz 2=405(LC 11) Max Uplift 2=-487(LC 12), 11=-772(LC 12), 19=-1133(LC 12) Max Grav, 2=394(LC 23), 11=1666(LC 18), 19=2079(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/534, 3-4=-210/420, 4-5— 180/426, 5-6=-1700/1243, 6-7=-1718/1281, 7-8=-1718/1281, 8-9=-2524/1502, 9-11=-2714/1570 BOT CHORD 2-19=-530/194, 17-19=-1861l765, 16-17=-816/1276, 14-16=-736/1629, 12-14=-797/1652, 11-12=-1260/2332 WEBS 5-17= 2175/1060, 5-16=0/547, 6-14=-142/698, 8-12=-274/839, 9-12=-383/497, 3-19=-293/451 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(K) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Extedor(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project 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 otherilive loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=487, 11=772, 19=1133. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. �,%��,01 01N VF1��ii �� �•�'� 4' No 68182 • r :-�3 ST OF : 44/� i 4*4f��S10%�� Joaquin Velez PE No.68182. MiTek USA, Inc. R. Ctirt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity 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 M!Tek° 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 ANSI?PII 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 Oty Ply 2508 CR 3CAR BLK NO HS 11 T24700275 2819426 A03 SPECIAL 1 1 Job Reference o tional Builders FirstSource (Plant Gny, FL), darn t;ny, PL - :i2lbtil, 8.4JU S JUll 4 4U41 IVH I UM 11IUUSU1tl , 11IU. I I IU Jul to i o.ov.Y 1 c�c r aU. , . ID:T1YDfltmYJ1 NmupVDA3te2z4H2S-canJFjNVeZTN3Nok2z2iAcN5yRZ_ZzY9JtJ5Z_yxnCC 1-4- 5-2-5 8-11-0 13-2-15 19-0-0 24-7-13 31-8-0 37-5-1 45-7-8 4- 5-2-5 3-8-11 4-3-15 5-9-1 5-7-13 7-0-3 5-9-1 8-2-7 6.00 F12 5x6 = 6 28 ST1.5x8 STP= 7x8 = 4x6 = 2x4 11 5x6 = 2930 7 31 8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.80 BC 0.90 WB 0.52 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Udefl L/d 0.19 19-25 >558 240 -0.66 12-14 >676 180 0.09 11 n/a n/a PLATES MT20 Weight: 258lb LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except` TOP CHORD Structural wood sheathing directly applied. 8-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 *Except* 572-0 oc bracing: 17-19 2-18,4-19: 2x6 SP No.2 WEBS 1 Row at midpt 5-17, 6-16 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-11-12 REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8 Max Horz 2=364(LC 11) Max Uplift 11= 768(LC 12), 2=-460(LC 12), 19=-1159(LC 12) Max Grav 11=1648(LC 18), 2=356(LC 23), 19=2098(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-197/548, 3-4=-117/417, 4-5=-41/436, 5-6=-1673/1216, 6-7=-1947/1382, 7-8=-1947/1382,8-9=-2475/1518,9-11=-2611./1501 BOT CHORD 2-19=-556/152, 17-19= 1910/823, 16-17=-783/1313, 14-16=-760/1591, 12-14=-876/1769, 11 -1 2=-1 175/2225 WEBS 5-17=-2189/972, 5-16=0/542, 6-14=-303/820, 7-14=-379/391, 8-14=-119/329, 8-12=-268l746, 9-12=-322/429, 3-19= 274/416 , NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7111; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(2R) 19-0-0 to 23-0-0, Interior(1).23-0-0 to 31-8-0, Exterior(2R) 31-8-0 to 35-8-0, Interior(1) 35-8-0 to 45-7-8 zone; porch left exposed;C C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except at=lb) 11=768, 2=460, 19=1159. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Scale = 1:85.1 GRIP 244/190 FT=20% IN I �•�\ F* i No 68182 • �-10 S OF '44/• • -4 OR i p. N,�. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not A truss system. Before use, the building designer must verity the applicability of design parameters and propedyincorporate 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 M ffek' 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 ANSVTFI1 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 1 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508 CR 3CAR BLK NO HS T24700276 2819426 A04 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 6.43U s Jun z zun ml I eK Inousmes, Inc. I nu Jul io t o;au;vz zuz i rage t ID:71 YDfItmYJ1 NmupVDA3te2z4H2S-4nLhT3N7PtbEgXNwchZldpwHYrv4ISOJXX3f6RyxnCB 1-4- 6-1-8 B-11-0 12-6-5 17-0-0 22-2-12 28-5.4 33-8-0 38-3-8 45-7-8 4- 6-1-8 2-9-8 3-7-5 4-5-11 5-2-12 6-2-8 5-2-12 4-7-7 7-4-0 Scale = 1:84.9 6.00 12 5x6 = 3x6 = 5x6 = 5x6 = 30 7 3132 8 33 934 35 0 21 cv ST1.5x8 STP = 7x8 4x8 = = 4x6 = 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) 0.20 21-27 >511 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.42 14-16 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.44 Horz(CT) 0.10 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 265lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 9-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 5-2-0 cc bracing: 19-21 2-20,4-21: 2x6 SP No.2, 12-15: 2x4 SP No.1 WEBS 1 Row at midpt 5-19, 7-18, 8-14 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-11-12 REACTIONS. (size) 12=0-3-0, 2=0-8-0, 21=0-3-8 Max Horz 2=322(LC 11) Max Uplift 12=-769(LC 12), 2=-465(LC 12), 21— 1153(LC 12) Max Grav 12=1616(LC 18), 2=335(LC 21), 21=2081(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-116/498, 3-4=-21/405, 4-5=0/442, 5-6=-1687/1220, 6-7=-1484/1169, 7-8=-2165/1461, 8-9= 2019/1368, 9-10=-2264/1437, 10-12=-2565/1491 BOT CHORD 2-21=-482/69, 19-21=-1843/754, 18-19=-760/1150, 16-18=-1042/2014, 14-16=-1130/2126, 13-14=-1174/2186, 12-13=-1174/2186 WEBS 5-19=-2062/941, 5-18=-60/637, 6-18=-236/557, 7-18=-855/482, 7-16=-47/443, 8-14=-425/285, 9-14=-341/140, 10-14=-367/315, 3-21=-266/390 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2R) 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Exterior(2R) 33-8-0 to 37-8-0, Interior(1) 37-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wjll 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=lb) 12=769, 2=465, 21=1153. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. t IN %% Is P''GENS �F�♦♦�. No 68182 r cc IS OF : 4/` ♦♦`S40 , • O R 1 0. ;�. E�O � Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev.5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is 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 Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" design. 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 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 Qty Ply 2508 CR 3CAR BLK NO HS T24700277 2819426 A05 SPECIAL 1 1 Job Reference (optional) timlaers rtrsibource trlani city, rLl, riant idly, rL - 3s001, 0.9av 3 Jul c —4I IVII l — IIIuubul—, 11— 11lu Jul I J - F ayo 1 ID:?l YDfltmYJ1 NmupVDA3te2z4H2S-19TStkPNxUrxwrXlk6bPnE?e_eZImFOc?rYlAJytnC9 1-4- 5-8-2 8-11-8 15-0-0 21-10-7 29-4-4 35-8-0 ' 40-11-3 45-7-8 4- 5-8-2 3-3-6 6-0-8 6.10.7 7-5-13 6-3-12 5-3-2 4-8-5 m 0 M/� 35 ST1.5x8 STP = 4x6 = 6.00 12 5x8 = 5x8 = 19 18 7x8 = B-8-0 8-11-8 5 5x6 = 28 29 6 30 16 15 3x6 = 48 = 14 3x6 = 3x6 = 5x6 = 7 31 32 8 13 12 48 = 3x8 = 4x6 10 Scale=1:84.9 m 0 11 n n I! to N LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.69 Vert(LL) -0.27 12-14 >999 240, MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.46 12-14 >970 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020fFP12014 Matrix -AS Weight: 250 lb 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. Except: 15-17: 2x4 SP No.2, 11-13,13-15: 2x4 SP No.1 5-3-0 oc bracing: 17-19 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 7-12 SLIDER Right 2x6 SP M 26 2-6-0 REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8 Max Horz 2=281(LC 11) Max Uplift 11=-767(LC 12), 2= 459(LC 12), 19=-1160(LC 12) Max Grav 11=161 O(LC 18), 2=353(LC 23), 19=2050(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-172/505, 3-4=-13/373, 4-5=-46/504, 5-6=-1782/1240, 6-7=-2596/1613, 7-8=-2167/1386, 8-9=-2410/1437, 9-11=-2545/1542 BOT CHORD 2-19= 493/123, 17-19=-1841/807, 4-17=-351/371, 16-17=-772/1462, 14-16=-1249/2345, 12-14=-1350/2500, 11-12=-1240/2180 WEBS 5-17=-2027l776, 5-16=-354/1117, 6-16=-876/578, 6-14=-45/418, 7-12=666/415, 8-12=-249/742, 3-19=-P60/382 NOTES- avIN 1) Unbalanced roof live loads have been considered for this design. `�� , G N • •., 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. �� ,••�' `s4 `% ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Exterior(2R) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 45-7-8 zone; porch left exposed;C-C No 68182 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. cc Z 4) Provide adequate drainage to prevent water ponding. 3 S O F 441 � 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 i� ,(�'• �` Q` •� _ �� will fit between the bottom chord and any other members, with BCDL = 10.Opsf. � (�S • 4 O R 1 �. �.�N,�� 7) PJovide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) �� _ S+`•' • • • •' • �% 11=7 8) This truss design requires that a minimum of 7/16" structural .wood sheathing be applied directly to the top chord and 1/2" gypsum I I sheetrock be applied directly to the bottom chord. Joaquin Velez PE N0.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 bate: July 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly.incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord membersonly. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2508 CR 3CAR BLK NO HS T24700278 2819426 A06 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:3U:45 tun rage 1 ID:?l YDfltmYJ1 NmupVDA3te2z4H2S-VMi g54Q?iozoY_6VHp6eKSYg62yrVh)dEVHJilyxnC8 1-4-0 6-9.4 13-0.0 21-0-0 29-0-0 37-0-0 37,-l�-0. 42-0-0 46-1-5 50-8-0 �2-0-p 4- 6-9-4 6-2-12 8-0.0 8-0-0 0-8.0 4-4-0 r 4-1-5 4-6-11 i-4-0 co O 6.00 12 ST1.5x8 STP = 27 5x8 = 5x6 = 5x8 = 3x4 11 4 29 0 30 31 0 32 r 8 20 19 18 -- 17 46 — 2x4 II 5x6 = 5x8 = 3x6 = 5x6 = 16 15 Scale: 1/8"=1' 33 2x4 = co 10 ST1.5x8STP= o 34 fO 0 0 11 12P, N O 46 = 3.00112 6-9-4 13-0-0 21-0-0 29-0-0 36-11-12 37-p-0 42-0-0 50-8-0 6-9-4 6-2-12 8-0-0 8.0-0 7-11-12 0• -4 5-0-0 8-8-0 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [4:0-5-8,0-2-4], 15:0-3-0,0-3-4], [6:0-4-0,0-3-0], [8:0-3-0,0-2-0], [9:0-3-0,0-3-0], [11:0-0-14,Edge], [14:0-2-8,0-2-12], [18:0-4-0,0-3-0], [19:0-3-0 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.60 Vert(LL) -0.22 18-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.38 18-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.08 16 n/a n/a BCDL 10.0 Code FBC202OfFP]2014 Matrix -AS Weight: 295 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except` BOT CHORD Rigid ceiling directly applied. Except: 7-16: 2x6 SP No.2 4-7-0 oc bracing: 14-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-18, 6-18, 6-14 REACTIONS. (size) 2=0-8-0, 16=0-3-8, 11=0-8-0 Max Horz 2=-295(LC 10) Max Uplift 2=-815(LC 12), 16=-1275(LC 12), 11=-246(LC 12) Max Grav 2=1586(LC 17), 16=2618(LC 18), 11=379(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. All forces 250 (lb) or less except when shown. TOP CHORD 23=-2779/1415, 3-4=-2153/1190, 4-5=-1828/1140, 5-6=-1828/1140, 6-7=-407/996, 7-8=-450/1024, 8-9=-508/1066, 9-10=-354/579, 10-11=-363/294 BOT CHORD 2-20=-1086/2644, 19-20=-1087/2638, 18-19=-659/2005, 17-18=-218/1039, 14-16=-2477/1437, 7-14= 366/385, 13-14=-480/601, 11-13=-256/349 WEBS 3-20=0/255, 3-19=-727/493, 4-19=-154/649, 5-18— 467/483, 6-18=-612/1171, 14-17=-269/1034, 6-14=-2211/1239, 8-14=-517/308, 9-14=-695/379, 9-13=0/352, NOTES- 10 13= 658/527 ,,��`,OP,aC•E NV��F� III 1) Unbalanced roof live loads have been considered for this design. �� ; �,� `S�`•••• �� 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R) No 68182 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 37-8-0, Exterior(2R) 37-8-0 to 43-3-14, Interior(1) 43-3-14 to 52-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. S 4) Provide adequate drainage to prevent water ponding. Q OF ' ��� 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. i0# i(�'••.�`O Q;•• \�,�� 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 i� 4 O R k wjll fit between the bottom chord and any other members, with BCDL = 10.Opsf. I� tSS • •' • • • • ` �� 7) Bearing joint(s)iders parallel to grain value using ANS1fTPI 1 angle to grain formula. Building designer should verify / pointy ofbearing surface. 4 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Joaquin Velez PE No.68182 2=815, 16=1275, 11=246. MiTek USA, Inc. FL Cert 6634 9) As truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: July 16,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss PlateInstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508 CR 3CAR BLK NO HS T24700279 2819426 A07C SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:30:47 2021 Page 1 ID:71 YDfltmYJ1 NmupVDA3te2z4H2S-Rk9aW mRGEPDW nIGtPE96PtdA2sfnza42homPneyxnC6 1-4-11-0-0 15-10-13 19.4-9 23-11-8 32-0-2 42-0-0 45-10-12 50-8-0 4- 6-4-4 4-7-12 4-10-13 3-5-12 4-6.15 8-0-10 9-11-14 3-10-12 4-9-4 Scale = 1:93.9 6x8 = 44 7x8 = 4x4 7x8 = 2x4 II 4x4 = 3x4 II = = 6.00 12 4 275 6 28 7 8 29 9 10 30 31 11 0 0 N 21 20 19 32 33 18 34 17 16 35 36 15 12 4x6 = 2x4 II 3x8 = 3x6 = 4x8 = 3x6 = 6x8 = ST1.5x8 STP = 4x8 = 3.00 12 3x6 c 50-8-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.64 BC 0.75 WB 0.90 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud -0.23 18-20 >999 240 -0.41 18-20 >999 180 0.12 15 n/a n/a PLATES GRIP MT20 244/190 Weight: 315 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except` TOP CHORD Structural wood sheathing, directly applied, except end verticals. 1-4: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 5-3-0 oc bracing: 14-15 8-15: 2x4 SP No.3, 15-17,17-19: 2x4 SP No.1 WEBS 1 Row at midpt 7-15 WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 15=0-3-8, 2=0-8-0 Max Horz 2=400(LC 12) Max Uplift 12=-279(LC 9), 15=-1127(LC 12), 2=-844(LC 12) Max Grav 12=514(LC 18), 15=2179(LC 17), 2=1688(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3022/1525, 3-4=-2551/1365, 4-5=-2276/1306, 5-6=-2625/1366, 6-7=-1782/854, 8-9=-471/228, 9-10=-465/218 BOT CHORD 14-15=-734/464, 8-14— 655/479, 12-13=-239/364, 2-21=-1641/2729, 20-21 =-1 641/2729, 18-20=-1484/2594, 16-18=-1303/2370, 15-16=-581/1100 WEBS 3-20=-578/417, 4-20=-351/933, 5-20=-590/309, 6-18— 99/397, 6-16=-917/699, 7-16=-509/1272, 7-15=-1740/997, 8-13=-350/645, 10-12=455/355 %J%J11111111F111. NOTES- 1) Unbalanced roof live loads have been considered for this design. ,,��� PQv IN � 'I N ? �i� 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; save=7ft; Cat. ��� , •'�\C' S4 `' II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Extedor(2R) i No 68182 11-0-0 to 15-0-0, Interior(1) 15-0-0 to 50-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 * ; •; plate grip 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.cc •�/ 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. OF : - �, S Trp, 01000 � 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 wide00 fit between the bottom BCDL 10.Opsf. ;�'N �`�O P ; \_,�� . ;, , 1 will chord and any other members, with = 7). Bearing at joint(s) 12 considers parallel to grain value using ANSI/1-PI 1 angle to grain formula. Building designer should verify . •• ��� S� �' • • • •' �� % capaciof earing surface. 8 Provide mechanical call 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 () P U— ) ���" l i A� r<�% 12=279, 15=1127, 2=844. Joaquin Velez PE No.68182 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MTek USA, Inc. FL Cent 6634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for 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 ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 250E CR 3CAR BLK NO HS T24700280 2819426 A08C SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 Mi I eK Inoustnes, Inc. I nU Jul 1 b 1b:JU:4t3 -LU21 rage i 15 ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-vx4yj6Su?jLNPSg4zxgLy4AKPFy7i4rBwSWzJ4yxnC5 18-e-1 1-4- 6-3-4 9-0-0 16-0-11 164-0 23.0-0 29-11-5 37-0-0 42-0-0 46-5-4 50.8.0 d- 6-3-4 2-8-12 7-0-11 .0- -5 4-3-15 6-11-5 7-0-11 5-0-0 4-5.4 4-2-72 2-4-1 Scale = 1:93.9 6.00 12 6xB = 4x4 7xB = 4x4 7x8 = 2x4 II 4x4 = 3x4 II = = o.a 4 27 28 5 629 30 7 8 31 9 10 32 11 0 0 N 4x6 = 21 20 3x8 = 48 = 19 18 17 16 15 3x6 = 3x6 = 6x8 = 3.00 Li2 4x8 = 12 ST1.5x8 STP = 3x6 ZZ 9-0-0 16-4-0 18-8-1 27-4-0 36-1%0 W -0 42-0-0 50-8-0 9.0-0 7-4-0 2-4-1 8-7-15 9-6-0 0- -0 5-0-0 8-8-0 Plate Offsets (X Y)-- [4.0-4-0 0-1-15] [6:0-4-0 0-4-8] [8:0-4-0 0-4-8] [16:0-3-8 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.29 19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.46 19-21 >959 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.74 Horz(CT) 0.13 16 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 298lb FT=20°/ LUMBER- bkACING- TOP CHORD 2x6 SP No2 'Except' TOP CHORD Structural wood sheathing. directly applied, except end verticals. 1-4: 2x4 SP No2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No2 'Except' 4-8-0 oc bracing: 14-16 2-20: 2x4 SP No.1, 8-16: 2x4 SP No.3 WEBS 1 Row at micipt 5-21, 7-16 WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 2=078-0, 16=0-3-8 Max Horz 2=338(LC 12) Max Uplift 12=-266(LC 9), 2=-849(LC 12), 16=-1132(LC 12) Max Grav 12=460(LC 22), 2=1419(LC 1), 16=1941(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2518/1551, 3-4=-2323/1459, 4-5=-2068/1358, 5-6=-2727/1642, 6-7=-2038/1140, 8-9=-534/267, 9-10=-524/253 BOT CHORD 2-21=-1599/2211, 19-21=-1753/2724, 18-19=-1566/2566, 16-18=-947/1607, 14-16=-777/545, 8-14=-725/556, 12-13=-265/381 WEBS 3-21=-302/372, 4-21=-401/810, 5-21=-862/485, 6-19=-110/272, 6-18=-760/612, 7-18=-385/855, 10-13=-9/292, 10-12=-492/383, 8-13=-408/679, 7-16=-1970/1262 NOTES- 1) Unbalanced roof live loads have been considered for this design. V IN `,+, P........... 0 F �I N 2) Wind: ASCE 7-16; Vult=160mph (3-second Vasd=124mph; TCDL=42psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. �� , •• �-G E SF.? gust) II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Extedor(2R) 9-0-0 �% i NO 68182 to 13-0-0, Interior(1) 13-0-0 to 50-6-4 zone;C-C for members and forces & MWFRS for reactions. shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. -0 ;cc Z 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 16.0 bottom chord live load nonconcurrent with any other live loads. -13 S OF .•� psf ' load. bottom in 3-6-0 tall by 2-0-0 Q �`� 6) This truss has been designed for a live of 20.Opsf on the chord all areas where a.rectangle wide i� ,(� •, O Q. •� \_,�� will fit between the bottom chord and any other members. 7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��j Sl) • •''��� �, of earing surface.�,D.N I 8 Provide mechanical cal connection b others of truss to bearing late capable of withstanding 100 lb uplift at'oint s except t=lb (Y ) 9P P 9 P 1 () P G- ) I 12=266, 2=849, 16=1132. Joaquin Velez PE No.68182 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum be directly bottom Welk USA, Inc. FL Cert 6634 sheetrock applied to the chord. 6964 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly 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 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 2508 CH 3CAR BLK NO HS ., T24700281 2819426 A09C SPECIAL 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:30:50 2021 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-rJcjBoUBXKb5em_S4Mip1 VFgb3fWA_4UNm?40zyxnC3 17.0-9 r1-4-q 7-0-0 12-1.2 i 16-0-0 16r4-0 21.11-0 26-10-7 31.9-13 37-0-0 40-0-12. 43-5-0 46-8-5 50-8-0 r-4-0 7-0-0 5-1-2 3-101 14 0-410 4-10-7 4-11-7 4-11-7 5-2-3 3.12 3-4-4 3-3-5 3-11-11 0-8-9 Scale = 1:93.9 6.00 F12 6x8 = 4x4 = 7x8 = 4x8 = 4x4 = 7x8 = 4x6 = 7x8 = 2x4 11 4x4 = 3x4 11 3 284 5 6 29 30 7 8 9 31 10 11 12 32 13 In 25 24 22 V^ 21 20 19 18 23 17 14 ST1.5x8 STP = 4x4 = 4x4 = 6x8 = 2x4 11 7x8 = 4x4 = 7x8 = ST1.5x8 STP = 3.00 L12 3x6 ZZ 4x6 = 4x4 = 17-0-9 7-0-0 12-1.2 16-0-0 16r4-021-11-0 26-10-7 31-9-13 36-10-0 37.f-O 43-5-0 7-0-0 5-1-2 3-10-14 0-0 0 4-10-7 4-11-7 4.11-7 5-0-3 0- -0 6-5-0 7-3-0 0-8-9 Plate Offsets (X Y)-- [3:0-4-0 0-1-15] [5:0-4-0 0-4-8] [8:0-4-0 0-4-8] [10:0-4-0 0-4-8] [18:0-4-0 0-4-121 [20:0-4-0 0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.41 22 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.42 21-22 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(CT) 0.11 18 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 670 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 4-4-0 cc purlins, 1-3: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2 `Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. Except: 15-16,14-15: 2x4 SP No.2 6-0-0 oc bracing: 16-18 WEBS 2x4 SP No.3 REACTIONS. (size) 14=0-8-0, 2=0-8-0, 18=0-3-8 Max Horz 2=270(LC 8) Max Uplift 14=-538(LC 5), 2=-1892(LC 8), 18=-3097(LC 8) Max Grav 14=813(LC 14), 2=3198(LC 13), 18=5160(LC 13) FORCES. (lb) -'Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6576/3730, 3-4=-5960/3468, 4-5— 7964/4719, 5-6=-8598/5121, 6-7=-6097/3650, 7-8=-2855/1695, 8-9=-898/1488, 9-10=-1713/2765, 10-11=-799/580, 11-12=-766/546 BOT CHORD 2-25=-3410/5851, 24-25=-4719/7964, 22-24=-5121/8598, 21-22— 4763/7965, 20-21=-4763/7965, 19-20=-3639/6070, 18-19=-1609/2681, 16-18=-2162/1425, 9-16=-862/730, 15-16=-707/362, 14-15=-606/737 WEBS 3-25=-1230/2476, 4-25= 2529/1525, 4-24=-124/637, 5-24=-804/488, 6-21=0/303, 7/2355, 8, �OP,QV N VF� 1573, 10-15 876% 693191-159 407/43112-14� 8884/791, 5 22= 224 372, 6-442/769 6 22E • �j�' NOTES- 2-ply truss to be connected together with 1 Od (0.131 "&') nails as follows: No 68182 •; Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. 7} ;• Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. : -O ; cc Z 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 connections have been to distribute only loads noted as (F) or (B), unless otherwise indicated. ,� S OF 4C/ ply provided 0 , 4/ ••, 3) Unbalanced roof live loads have been considered for this design. Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; Cat. i i(� �` �� 0 k Q e'�• N % 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) eave=7ft; R •' • • • •' •��� ll;,Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �, Designer/ Project engineerresponsible for verifying applied roof live load shown covers rain loading requirements specific gi 5) Buto 411 ,,11N A� theng of this ss component. �0�.� 6) Provide adequate drainage to prevent water ponding. Joaquin Velez PE No.68182 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide MiTek USA, Inc. FL Cert 6634 6964 Parke East Blvd. Tampa FL 33610 will fit between the bottom chord and any other members. Date: 9) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify July 16,2021 capacity of bearing surface. A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIMP11 Quality Criteria, DSB-B9 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 2508 CR 3CAR BILK NO HS T24700281 2819426 A090 SPECIAL 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 zuzl MI I eK inoustnes, Inc. I nu Jul ib ib:du:ou zun rage z ID:zmbLkv5ELlDtgyehSMnND7z4_Wx-rJgj8oU8XKb5em_S4Mip1 VFgb3fWA_4UNm?40zyxnC3 NOTES- 10) Provide mechanical connection (by'others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except pt=lb) 14=538, 2=1892, 18=3097. 11) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down and 391 lb up at 7-0-0 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=-54,3-13=-112(F=-58),2-25=-20,18-25=-42(F=-22), 17-18=-42(F=-22), 15-16=-42(F=-22), 14-15=-42(F=-22) Concentrated Loads (lb) Vert: 25=-475(F) 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 . 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 ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2508 CR 3CAR BLK NO HS T24700282 2819426 A10 SPECIAL 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s uun z zuzi mi I eK Industries, Inc. Thu ,lul io 1o:au:oz zuz i rage i ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-oiyTZUV P2yrpl38rCnkH6wLOjtNces6nr4UASsyxnCl rt-4-Q 6.1.8 1 10-4-3 14-3-12 21-0-0 29-8-0 1 _33-4-0 39-3-6 44-4-0 4-2-11 3-11-9 6-8-0 8-8-0 3-6-0 1 4-11-6 6-0-10 7x8 - 6x8 = Scale = 1:79.6 m T C0o N JJIM — 1 Y 3x6 — 5x6 II 2x4 II Axe = 4x6 II 6.3-9 6-1-8 6- 8 14-3-12 21-0-0 27-3-11 33-4-0 38-3-6 M10 6-3-11 6-0-5 4-11-6 6-0-10 0-1-0 Plate Offsets (X Y)-- [4.0-2-0 0-3-0] [6:0-6-4 0-5-4] [9:0-3-0 0-3-0] [11:Edge 0-3-8] [15:0-2-8 0-3-0] [22:0-3-0 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.17 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.28 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.12 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 294 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except' TOP CHORD Structural wood sheathing directly applied, except end verticals, and 6-7: 2x6 SP No.2 2-0-0 oc purlins (4-10-14 max.): 6-7. BOT CHORD 2x4 SP No.2 "Except" BOT CHORD Rigid ceiling directly applied. Except: 8-13: 2x4 SP No.3 4-1-0 oc bracing: 20-22 WEBS 2x4 SP No.3 "Except" 10-0-0 oc bracing: 13-15 6-16: 2x4 SP No.2 WEBS 1 Row at micipt 5-18, 6-16, 7-16, 4-20 REACTIONS. (size) 2=0-8-0, 22=0-3-8, 11=0-3-8 Max Horz 2=388(LC 11) Max Uplift 2= 303(LC 12), 22=-1113(LC 12), 11=-773(LC 12) Max Grav 2=266(LC 21), 22=2067(LC 17), 11=1717(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-298/417, 3-4— 305/243, 4-5=-2326/1369, 5-6=-2025/1320, 6-7=-1826/1268, 7-8=-2316/1479, 8-9=-2308/1354, 9-10=-1636/905, 10-11— 1615/944 BOT CHORD 20-22=-2030/1111, 3-20=-441/430, 19-20=-1036/2007, 18-19— 1085/2250, 16-18=-837/1901, 15-16=-797/1773, 8-15=-216/295 WEBS 5-18=-449/314, 6-18=-118/517, 7-16— 58/340, 7-15=-317/645, 12-15=-728/1537, 9-15=-298/846, 9-12=-11441730, 10-12=-756/1532, 4-20=-2392/1221, 4-19=-63/314I N NOTES-••tvEivS+••��'��0 1) Unbalanced roof live loads have been considered for this design. �� .•• �,� �` ••• 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R) NO 68,182 ; •; 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-6-9, Interior(1) 33-6-9 to 44-2-4 zone; porch left exposed;C-C * * .: for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific -fl •, C'r to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. i •; S T O F . 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q i� ;�'. �` P ,: 5Z 4 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� (�S'• • 0 R 1 ?\ �I� vQI fit between the bottom chord and any other members, with BCDL = 10.Opsf. . S • • •' echan ci l connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7) mechanical JIi,1 1O: N A3. X 2=303e ,%%%%N 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez. PE No.68182 sh�eetrock be applied directly to the bottom chord. MTek USA, Inc. FL Cert 6634 9) Graphical puffin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��� a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality 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 2508 CR 3CAR BLK NO HS T24700283 2819426 All SPECIAL 1 2 Job Reference (optional) Builders RrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MI I eK Inaustnes, Inc. I nu Jul 15 15:3u:54 2D21 rage i ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-k54E_9XfaZ5X7NIEJCnIBLQNYgOS6ne4lOzHXkyxnC? 1-4- 4-1-14 5-8.4 9-7-13 14-2-1 19.0-0 26-3-5 31-8-0 3-4-0 38-3-12 44-4-0 4 0 4-1-14 1-6.6 3-11-9 4-6-4 4-9-15 7-3-5 5.4-11 1-8-0 4-11-12 6-0-4 THIS TRUSS IS DESIGNED TO SUPPORT ONLY 2'-0" OF UNIFORM LOAD AS SHOWN. 25 3x6 = 4x6 = 5x8 = 2x4 11 5x6 = 6.00 12 7 3132 8 33 9 2x4 II 3x4 = Scale = 1:81.7 15 14 13 2x4 II 3x8 = 3x6 11 6-4-11 9-7-13 14-2-1 19-0-0 26-3-5 33-4.0 38-3-12 44-4-0 6.4.11 3-3-2 4.6-4 4-9-15 7-3-5 7-0-11 4-11-12 6-0-4 Plate Offsets (X Y)-- [5.0-3-12 Edge] [7.0-6-0 0-2-8] [9.0-3-0 0-2-0] [17.0-2-8 0-2-0] [23:0-2-8 Edgel 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 0.55 Vert(LL) 0.48 24 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.62 24 >859 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.33 13 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 607 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-25: 2x6 SP No.2, 10-15: 2x4 SP No.3 10-0-0 oc bracing: 23-25, 15-17 WEBS 2x4 SP No.3 *Except* 3-23: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 13=073-8 Max Horz 2=347(LC 11) Max Uplift 2= 1017(LC 12), 13=-907(LC 12) Max Gram 2=2074(LC 17), 13=1952(LC 18) FORCES. (lb) -Max. Comp./Max. Ten: -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3997/2013, 3-4=-9096/4648, 4-5=-10228/5281,.5-6=-4290/2348, 6-7=-3254/1906, 7-8=-2794/1774, 8-9=-2794/1774, 9-10=-2738/1733, 10-11=-2746/1618, 11-12— 1882/1061, 12-13=-1850/1092 B& CHORD 2-25=-1939/3762, 23-25— 1465/2956, 4-23=-343/266, 22-23=-2847/5671, 21-22— 2848/5678, 20-21= 1953/3942, 18-20=-1397/3009, 17-18=-1103/2361, 10-17=-194/307 ,11111 / /// WEBS 3-25= 4008/2135, 3-23=-3776/7363, 5-22=-32/312, 5-21=-2040/1052, 6-21=-482/1188, ��1n/ 164-107 1875/1813, 787?11017=14117/5442, 181-14 11367/864, 12 14/9 91�7/1786285/583, ♦♦♦♦`'S G N•V��` 5-23=-2447/4786 :� .• � `s�`••.• �� NOTES- � • No 68182 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: 1k ;• •; 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 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. ;• S 0 F /V 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 0 � 4 ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. i� T ••,'* \_♦♦♦ 3) Unbalanced roof live loads have been considered for this design. (� • 0 R gust) Vasd=124mph; 4) s 0 0 C; 23- l., Glntenlo.18 23W ORS 31o8a0 (directional) and r C-C31 8 0 t 36)8-1-410 to 2-i 35n8 ri t (44?- 40 t n C C for membersand,,,i�SS�� N A� � � ♦ () ( ) () forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Joaquin Velez PE No.68182 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific NliTek USA, Inc. FL Cert 6634 to the use of this truss component. 6904 Parke East Blvd. Tampa R- 33610 6) Provide adequate drainage to prevent water ponding. Date: 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. July 16,2021 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide COr�SlrlWI NGa'Gerify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. ��' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Ouality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508 CR 3CAR BLK NO HS T24700283 2819426 All SPECIAL 1 2 Job Reference (optional) Builders FtrstSource (Plant City, FL), Plant Clty, FL - 33557, t1.4Ju s Jun z zuzi MI I eK Inousines, inc. i nu rim i a r o:Au:04 euz I rdye e I D:?i YDf ItmYJ 1 NmupVDA3te2z4H2S-k54E_9XfaZ5X7Nl EJCnIBLQNYgOS6ne4lOzHXkyxnC? NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1017, 13=907. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-ae and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,:2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 250E CR 3CAR BLK NO HS • T24700284 2819426 Al2 SPECIAL 1 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:30:55 2021 Page 1 ID:71 YDfltmYJ 1 NmupVDA3te2z4H2S-CHecBVYHLtEOkXtQtvj_kZzX64MSrBzDX2i r3AyxnC_ 1-4- 6-7-12 11-11.0 17-0.0 22-3.0 28-5-0 33-8-0 38-9-0 44-4-0 -4-0 6-7-12 5-3-4 5-1-0 5-3-0 6-2-0 5-3-0 5-1-0 5-7-0 Scale = 1:79.6 5x6 = 5x6 = 3x4 = 5x6 = 6.00 F12 5 28 29 6 30 7 31 32 8 12-1A20 21 iV 4x4 = 14 13 12 11 3x6 — 4x8 = 3x4 II 2x4 11 5x8 = 4x6 11 11-11-0 17-0-0 25-4-1 5-7-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.63 BC 0.89 WB 0.97 Matrix -AS DEFL. in Vert(LL) 0.46 Vert(CT) -0.62 Horz(CT) 0.29 ([cc) Vdefl Ud 20 >999 240 20 >860 180 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 308lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-20,11-14: 2x4 SP No.2, 8-13: 2x4 SP No.3 10-0-0 cc bracing: 19-21, 13-15 WEBS 2x4 SP No.3 "Except* WEBS 1 Row at midpt 4-18,'6-18, 7-15 19-22: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Harz 2=306(LC 11) Max Uplift 2=-1011(LC 12), 11=-901(LC 12) Max Grav 2=2082(LC 17), 11=1953(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3872/1920, 3-4=-5104/2650, 4-5=-3706/2047, 5-6=-3313/1940, 6-7=-3310/1919, 7-8=-2442/1498, 8-9=-2788/1613, 9-10=-1823/1019, 10-11=-1859/1082 BOT CHORD 2-22=-1825/3613, 21-22=-137/264, 4-19=-501/128B, 18-19=-2365/4741, 16-18=-1663/3470, 15-16=-1524/3135, 8-15=-408/1026 WEBS 3-22=-1189/767, 19-22=-1846/3653, 3-19=-470/1047, 4-18=-1678/964, 5-18=-586/1375, 6-18=-393/182, 7-16— 122/599, 7-15— 1053/591, 9-12=-1410/877, 10-12=-918/1777, �1►I I I I II11j 9-15=-437/1216, 12 15= 833/1722 NOTES- 1) Unbalanced roof live loads have been considered for this design. ,�PQU E N S4 ' 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. �� �,� i NO 68182 II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 4-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2R) •; 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Extedor(2R) 33-8-0 to 37-8-0, Interior(1) 37-8-0 to 44-2-4 zone;C-C for members and * forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific .� CC Z to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. ;• OF 44/ Z. 5) This truss has been designed for 10.0 bottom live load live loads. Q • a psf chord nonconcurrent with any other • i 4� .�` . P _ �� �i� •'. �, 6) This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Q R •• ��,�� �I� SS • • • Will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide (by others) truss to bearing 100 lb uplift at joint(s) except (jt=lb) • • • • �` ��,� connection of plate capable of withstanding mechanical11, i0h 2 1. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No.68182 sh.eetrock be applied directly to the bottom chord. MITek USA, Inc. FL Cert 6634 6964 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508 CR 3CAR BLK NO HS T24700285 2819426 A13 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 Mt I eK Industries, Inc. Thu JUI 15 15:30:57 2021 rage 1 ID:71 YDfitmYJ 1 NmupVDA3te2z4H2S-BflMcBZXtUU5_rOo_KKSp_2sPu10J62 W_MBx63yxnBy 1-4- 6-7-12 11-11-0 15-0-0 21-3-10 26-11-15 33-0-0 35-8.0 40-4-6 44-4-0 4-0 6.7-12 5-3-4 3-1-0 6-3.10 5-8-5 6-0-1 2-8.0 4-8.6 3-11-11 5x6 = 5x6 = 6.00 12 3x4 = 5 29 6 30 7 2x4 11 6x8 = 31 8 9 Scale = 1:79.5 r 2711 11j 6- 0 16 7 m co 1 2 8x10 = 19 34 35 18 17 36 37 IoN 4x8 = 0 23 22 21 7x8 = 15 14 13 38 39 12 3x6 — 4x8 = 3x4 11 2x4 11 6x8 = 6x8 = 6-7-12 11-11-0 15-0-0 24-1-12 33-0-0 35-8-0 44-4-0 6-7-12 5-3-4 3-1-0 9-1.12 8-10-4 2-8.0 8-8-0 Plate Offsets (X.Y)-- r3:0-3-0.0-3-01. r5:0-3-0,0-2-01, r6:0-3-0,0-3-01, r9:0-6.0,0-2-81, [16:0-2-12,0-3-8], [18:0-1-12,0-5-0], [20:0-7-1.2,0-5-4], [23:0-3-8,0-2-01 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 2-21,12-15: 2x4 SP No.2, 8-14: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except` 20-23,9-16: 2x4 SP No.2, 11-12: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 12=0-3-8 Max Horz 2=266(LC 12) Max Uplift 2=-1011(LC 12), 12= 905(LC 12) Max Grav 2=2064(LC 17), 12=1940(LC 18) CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.64 Vert(LL) 0.50 21 >999 240. MT20 244/190 BC 0.88 Vert(CT)-0.6817-19 >779 180 WB 0.93 Horz(CT) 0.35 12 n/a n/a Matrix -AS Weight: 309 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 20-22, 14-16 WEBS 1 Row at midpt 6-19, 7-16, 9-13, 10-12 FORCES. (lb) - Max. Comp./Max. Ten: - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3832/1924, 3-4= 5006/2656, 4-5=-4070/2246, 5-6=-3674/2096, 6-7=-3919/2194, 7-8=-2917/1754, 8-9=-2890/1740, 9-10=-2042/1225 BOT CHORD 2-23=-1832/3546, 22-23=-125/282, 4-20=-509/1154, 19-20=-2322/4572, 17-19= 1992/4006, 16-17=-1882/3759, 8-16=-250/302, 12-13= 695/1234 WEBS 3-23� 1154/775, 20-23=-1866/3561, 3-20=-467/991, 4-19=-1298/792, 5-19=-709/1568, 6-19=-569/286, 7-17=-69/491, 7-16=-1064/563, 13-16=-1032/2326, 9-16=-1442/2860, 9-13=-1850/971, 10-13=-250/854, 10-12= 2003/1204 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft,, Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Exterior(2R) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 44-1-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6). • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1011,12=905. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum s4etrock be applied directly to the bottom chord. ,,�11111111//��' `,, PQV IN VFW No 68182 -'0 . • � 13 ST OF � i • .off �0i�:F• ,,•RHO• C���`. ;11,0 N Al 1��,,�� Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 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 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 ANS117PI1 Ouality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2508 CR 3CAR BLK NO HS - T24700286 2819426 A140 Half Hip 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:30:59 2021 Page 1 ID.?1YDfItmYJ1 NmupVDA3te2z4H2S-52t7ltboP5kpD8AB6IMwuP7C4hihn?ypSgh2ByyxnBw 1-4- 6-9-4 13.0-0 19-5-5 25-10-11 32.4.0 38-2-4 44-4-0. .4- 6.9.4 6-2-12 6-5-5 6-5-5 6-5-5 5-10-4 6-A 6.00 12 5x6 = 3x8 = 5x6 = 5x6 = 4x8 = 2x4 II 4x6 - 5 296 30 7 318 9 32 10 5x6 328 ST1.5x8 STP = 27 1 2 0 22 t Bx10 — 19 1 1 7x10 17 16 15 6x8 = 4x4 = 21 20 4xB = 2x4 11 3x6 = 5x8 = 2x4 11 2x4 I I 2x4 I I 6-9-4 12-11-0 13 12 33 2x4 11 4x4 = 11 6x8 = Scale=1:81.1 m W N 0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.70 BC 0.93 WB 0.97 Matrix -AS DEFL. in (loc) Well Ud Vert(LL) 0.67 20 >786 240 Vert(CT) -0.89 20 >596 180 Horz(CT) 0.41 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 302 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-21,8-13: 2x4 SP No.3, 16-19,14-16: 2x6 SP No.2 10-0-0 oc bracing: 19-21 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 7-14, 9-14, 9-11 19-22,18-23: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 19 REACTIONS. (size) 11=0-3-8, 2=0-8-0 Max Horz 2=467(LC 12) Max Uplift 11=-942(LC 12), 2=-987(LC 12) Max Grav 11=1862(LC 17), 2=2050(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3789/1783, 3-4=-5695/2944, 4-5=-4504/2383, 5-6=-4096/2212, 6-7=-4553/2412, 7-8=-3616/1923, 8-9= 3582/1902 BOT CHORD 2-22— 1914/3424, 4-19=-915/1854, 18-19=-2758/5055, 17-18=-2525/4676, 15-17=-2525/4676, 14-15=-2412/4542, 8=14=-321/320, 11-12=-785/1491 WEBS 3-22=-1715/1113, 19-22=-2142/3855, 3-19=-864/1676, 7-14=-1120/596, 12-14=-809/1533, 9-14=-1429/2658, 9-12=-364/382, 9-11=-2206/1161, 7-15=0/338, 5-18=-799/1758, /111111/1 6-18=-862/405,4-18=-1744/978 vrs NOTES- ,ouIN ON I� 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Extedor(2R) NO 68182 •; 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 * plate grip DOL=1.60 = 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific -� to the use of this truss component. i '. S T O F 4) Provide adequate drainage to prevent water ponding. O . 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 00 ,(� •. !<` Q. ,� ••.; 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 ��� O R I Q. ��,�� • will fit between the bottom chord and any other members, with BCDL = 10.Opsf. ..... •••• ,!0' �I st) 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) �,7. ��/0 N A� 111**'� 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No.68182 stleetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cert 6634 69N Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify.the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII 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 250E CR 3CAR BLK NO HS + T24700287 2819426 A15 MONO HIP 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:31:01 2021 Page 1 ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-1 R?tSZc2xi_XSSKaDAPOzgCaSVNcFyT6v_A9GgyxnBu r1-4-Q 6-4-4 11-0-0 16-7-12 24-0-11 31-3-5 38-8-3 , 44-4-0 1-4-0 6-4-4 4-7-12 5-7-12 7-4-15 7-2-10 7-4-15 5-7-13 Scale = 1:78.1 5x6 = 3x4 = 5x6 = 5x6 = 4x4 = 2x4 II 4 5 23 624 725 8 26 9 17 16 �, 10 2x4 II 5x6 = 3x6 = 3xB = 6-4-4 11-0-0 6-4-4 4-7-12 3x4 = 3x4 = 4x6 = 35-10.4 4x4 = 6x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CS1. TC 0.58 BC 0.97 WB 0.78 Matrix -AS DEFL. in (loc) I/deft . Ud Vert(LL) 0.44 13-14 >999 240. Vert(CT) -0.68 14-16 >778 180 Horz(CT) 0.19 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 244 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied. 2-15: 2x4 SP No.2 WEBS 1 Row at midpt 5-16, 7-11, 8-10 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max Horz 2=405(LC 12) Max Uplift 10=-941(LC 12), 2=-1015(LC 12) Max Grav 10=1886(LC 17), 2=2024(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3757/1870, 3-4=-3294/1708, 4-5=-2944/1606, 5-6=-3768/1950, 6-7=-3557/1801, 778=-2333/1150 BOT CHORD 2-17=-1938/3385, 16-17=-1938/3385, 14-16=-1966/3591, 13-14=-2009/3772, 11 -1 3=-1 654/3139, 10-11=-895/1655 WEBS 3-16= 570/416, 4-16=-492/1224, 5-16=-1002/524, 5-14=-73/459, 6-13=-395/382, 7-13=-270/768, 7-11 =-1 268/805, 8-11=-574/1494, 8-10=-2309/1265 NOTES- 1) Unbalanced live loads have been for this design. 0%01111111//���,, N roof considered 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.C•E ��,`OPav ' • •, II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2R) N : ,•'�,� S�c'•,� 11-0-0 to 16-7-12, Interior(1) 16-7-12 to 44-2-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 NO 681.82 •� 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 7t{ �• to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. •V✓ 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 �! % ST O F : 0.. 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=lb) R �, 8) This trussdesignrequires structural wood sheathing be applied directly to the top chord and 1/2" gypsum �S�O N A� �%% sheet be rectly tothe bottom chord, applied 1E Joaquin Velez PE No.68182 • MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: . July 16,2021 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 component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 2508 CR 3CAR BILK NO HS • T24700288 2819426 A16 MONO HIP 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:31:02 2021 Page 1 I D:71 YDfltmYJ1 NmupVDA3te2z4H2S-VdZFfudgiO6O4cvmnuwdW l lhZvnF_MZF8evioGyxnBt r1-4-Q 6-4-1 9-0-0 15-4-15 22-5-11 30-10-5 37-11-2 44-4-0 1-4.0 6-4.1 2-7-15 6-4-15 7-0-13 8.4-9 7-0-13 6-4-14 5x6 = 3x4 = 5x6 = 6.00 12 4 22 236 24 6 25 w 0 3x6 = 9-0-0 5x6 = 7 26 3x6 = 8 27 Scale = 1:78.1 3x4 II 16 15 14 13 12 11 10 3x8 = 5x6 WB= 3x4 = 3x4 = 4x6 = B-8-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TIC0.81 Vert(LL) 0.58 13-14 >912 240 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.74 13-14 >715 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(CT) 0.20 10 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -AS LUMBER-. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0-3-8, 2=0=8-0 Max Horz 2=343(LC 12) Max Uplift 10=-934(LC 12), 2=-1023(LC 12) Max Grav 10=1634(LC 1), 2=1708(LC 1) 4x4 = 6x8 = PLATES GRIP MT20 244/190 Weight: 229 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-16, 8-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces250 (lb) or less except when shown. TOP CHORD 2-3=-3146/1886, 3-4=-2955/1804, 4-5=-2639/1665, 5-6=-3823/2296, 6-7— 3768/2191, 7-8=-2542/1453 BOT CHORD 2-16=-1883/2770, 14-16=-2274/3626, 13-14=-2440/3997, 11-13=-2033/3380, 10-11=-1190/1959 WEBS 3-16=-302/352, 4-16= 583/1093, 5-16=-1284/753, 5-14=-136/443, 6-14=-299/318, 6-13=-339/369, 7-13= 233/573, 7-11=-1194/837, 8-1:1=-550/1186, 8-10=-2379/1455 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 14-7-14, Intedor(1) 14-7-14 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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) 19=934,2=1023. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. �IIIIIfill,, QU I N .� ON.......... CNS No 68182 r r-0: r + 10 S C :��+ ,fi ,�QN Al Joaquin Velez PE No.68182 MiTek 11SA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 ® WARNING - Verify designparametersand 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 ANS117PI1 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 ally Ply 2508 CR 3CAR BLK NO HS - T24700289 2819426 A17 Half Hip Girder 1 2 Job Reference o tional cmtuers rrrst0ource trtant Uty, M), rrant ldty, rL - dd00/, 0.9au 5 vUI1 L LUL I IVII 1 tln II IUUJII IGJ, 111, 1 ,,u vu, , W. , ID:?1 YDfltmYJi NmupVDA3te2z4H2S-sbM8ichpW YkhANnjaRVoD5SaBwbFfik_HwdTTUyxnBo r1-4-q 7-0-0 9-11-0 15-2.0 20-5.0 25-8-0 30-11-0 36-2-0 41-5-0 1 .0 0 7-0.0 2-11-0 5-3-0 5-3-0 5.3-0 ♦ 5-3-0 5-3-0 5-3-0 2-11-0 6x8 = 6.00 12 7x8 = 3 22 4 23 24 5 25 26 6 27 28 29 730 31 32' 8 33 34 Scale=1:78.1 7x8 = 2x4 II 35 9 36 37 10 38 1139 19 40 41 18 42 43 4417 45 46 16 47 48 1549 50 14 51 52 53 13 54 55 12 ST1.5x8 STP = 7x8 = 7x8 = 6x8 = 4x6 = 12-6-8 17-9-8 5-3.0 LOADING (psf) SPACING- . 2-0-0 CSI. DEFL. in floc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.63 Vert(LL) 0.57 16-17 >931 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.65 16-17 >817 180 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.12 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 591 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins, 1-3: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 8-8-7 oc bracing. WEBS 2x4SPNo.3 REACTIONS. (size) 12=0-3-8, 2=0-8-0 Max Hom 2=276(LC 8) Max Uplift 12= 2052(LC 5), 2= 1875(LC 8) Max Grav 12=3307(LC 1), 2=3031(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6213/36B1, 3-4=-5600/3430, 4-5=-8276/5042, 5-6— 9762/5973, 6-7=-10094/6180, 7-8=-9288/5686, 8-9= 7365/4499, 9-10=-4313/2612 BOT CHORD 2-19=-3369/5491, 18-19=-4445/7165, 17-18=-5737/9234, 16-17=-6291/10127, 15-16=-6154/9899, 14-15=-5316/8538, 13-14=-3719/5950, 12-13=-1534/2392 WEBS 3-19= 1344/2504, 4-19=-2552/1659, 4-18=-992/1853, 5-18— 1585/1136, 5-17— 453/887, 6-17= 625/588, 7-16=-81/387, 7-15=-9871758, 8-15=-610/1239, 8-14=-1916/1335, 9-14=-1232/2227, 9-13=-2788/1889, 10-13=-1766/3139, 10-12=-3744/2408 ``,1111 0,U IN 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: ,,,,OP• .. E N V�<F� d# Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. �� ,• \_� `s4�''•,• Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. i Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. No 6 8,18 2 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=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.% S T O F '4 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 341 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific i0 ;0<.. • �t`� O Q• \_`41 to the use of this truss components O R 6) Provide adequate drainage to prevent water ponding. �I� . lS •"• •"• All 8) Thisates are 4x4 trusshas been designed for a 10.0 sf bnless otherwise ottom chord live load nonconcurrent with an other live loads. 9 P Y 9) * 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 Joaquin Velez PE No.68182 wig fit between the bottom chord and any other members. MiTek USA, Inc. FL Cert 6634 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6904 Parke East Blvd. Tampa FL 33610 12=2052, 2=1875. Date: July 16,2021 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 MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOWis 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 2508 CR 3CAR BLK NO HS T24700289 2819426 A17 Half Hip Girder 1 2 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, NOTES- a.43U S Jun z zuzl mi I eK mauslnes, Inc. t nu Jul I D I o:3I :U/ 202I rage 2 IDMYDfltmYJ1 NmupVDA3te2z4H2S-sbM8ichpWYkhANnjaRVoD5Sa8wbFfik_HwdTTUyxnBo 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 168 lb up at 7-0-0, 91 lb down and 168 lb up at 9-0-12, 91 lb down and 16B lb up at 11-0-12, 91 lb down and 168 lb up at 13-0-12, 91 lb down and 168 lb up at 15-0-12, 91 lb down and 168 lb up at 17-0-12, 91 lb down and 168 lb up at 19-0-12, 91 lb down and 168 lb up at 21-0-12, 91 lb down and 168 lb up at 23-0-12, 91 lb down and 168 lb up at 25-0-12, 91 lb down and 168 lb up at 27-0-12, 91 lb down and 168 lb up at 29-0-12, 91 lb down and 168 lb up at 31-0-12, 91 lb down and 168 lb up at 33-0-12, 91 lb down and 168 lb up at 35-0-12, 91 lb down and 168 lb up at 37-0-12, 91 lb down and 168 lb up at 39-0-12, 91 lb down and 168 lb up at 41-0-12, and 91'lb down and 168 lb up at 43-0-12, and 145 lb down and 152 lb up at 44-2-4 on top chord, and 323 lb down and 136 lb up at 7-0-0, 66 lb down at 9-0-12, 66 lb down at 11-0-12, 66 lb down at 13-0-12, 66 lb down at 15-0-12, 66 lb down at 17-0-12, 66 lb down at 19-0-12, 66 lb down at 21-0-12, 66 lb down at 23-0-12, 66 lb down at 25-0-12, 66 lb down at 27-0-12, 66 lb down at 29-0-12, 66 lb down at 31-0-12, 66 lb down at 33-0-12, 66 lb down at 35-0-12, 66 lb down at 37-0-12, 66 lb down at 39-0-12, 66 lb down at 41-0-12, and 66 lb down at 43-0-12, and 106 lb down at .44-24 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- 54, 3-11=-54, 2-12=-20 Concentrated Loads (lb) Vert: 3=-91(B) 11=-145(B) 12=-61(B) 19=-323(B) 5=-91(B) 16=-41(B) 8=-91(B) 13=41(B) 22=-91(B) 23=-91(B) 24=-91(B) 25=-91(B) 26=-91(B) 27=-91(B) 28=-91(B) 30=-91(B) 31=-91(B) 32=-91(B) 34=-91(B) 35= 91(B) 36= 91(B) 37=-91(B) 38=-91(B) 39=-91(B) 40= 41(B) 41=-41(B) 42=-41(B) 43=-41(B) 44=41(B) 45=41(B) 46=-41(B) 47=-41(B) 48=-41(B) 49=-41(B) 50=-41(B) 51= 41(B) 52= 41(B) 53=41(B) 54=-41(B) 55=-41(B) WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ��� a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord membersonly. 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 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 2508 CR 3C. R BLK NO HS T24700290 2819426 B03 COMMON SUPPORTED GAB 1 1 Job Reference (optional) Builders i-lrstsource.(rlant Gny, FL), runt Laty, t-L - ddbbr, 0.413V b Uul1 4 LVL I Ivu 1 CR IIIuubu1C ' IIIU. I I IU JUI 1 o I . 1.U. , • ID:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-KnwW wyj RHssXoXMwB811 ml?m?J_BOHBBW aM1 ?wyxnBn 1-4-0 9-4-0 18-8.0 20-0-0 1.4.0 9-4-0 9-4-0 1-4-0 4x4 = Scale = 1:37.5 I? 3x4 = bxti = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.02 13 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.02 13 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 P OTHERS 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight: 97 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 18-8-0. (lb) - Max Horz 2=220(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 20, 14 except 2= 303(LC 12), 12=-303(LC 12), 18=-112(LC 12), 19=-132(LC 12), 16=-112(LC 12), 15=-132(LC 12) Max Grav All reactions 250 lb or less at joint(s) 17, 18, 19, 20, 16, 15, 14 except 2=255(LC 1), 12=255(LC 1) FORCES. (lb) - Max: Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-98/342, 7-8=-97/342 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) -2-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 9-4-0, Comer(3R) 9-4-0 to 13-4-0, Extedor(2N) 13-4-0 to 20-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate ,��� grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry ���O`,P,Qv N Gable End Details as applicable, or consult qualified building designer as per ANSI/fPI 1. J GENS'• 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� ; •�� �C`'•,• to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. No 681.82 6) Gable requires continuous bottom chord bearing. * ;• •: 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a,rectangle 3-6-0 tall by 2-0-0 wide ST OF .'• 41J �Z will fit between the bottom chord and any other members. .00.. 10) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where i� .� \_`��� used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other �� Q R 1 Suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion .1111 •' • • • •' �' protection role tion is r Building designer to verify suitability ty of this product be sedor �ts Iththis ntended sign. Incising factors have not been considered for this I,1desi�,O N A; `,`�.� 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 14 except Joaquin Velez PE No.68182 (�=lb) 2=303, 12=303, 18=112, 19=132, 16=112, 15=132. MiTek USA, Inc. FL Cert 6634 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIITPII Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2508 CR 3CAR BLK NO HS - T24700291 2B19426 B04 COMMON STRUCTURAL GA 1 1 Job Reference (optional) Builders FirstSource (Plant city, FL), Plant City, FL - 33567, a.vJu s dun z zuzi ml I eK inousines, inc. i nu dui i n 1a:31:1u eue I raye i ID:ZzuNOAdEBoQdU2OW uKTt6czl Ulk-GA2HLdjhpT7F1 qW IFZ3Vrj45J7Vgs6MR_ur74pyxnBl 1-4-0 7-5.4 14.4.0 21-2-12 28.8-0 30-0.0 1-4-0 7-5.4 6.10.12 6-10-12 7-5.4 1-4-0 6.00 12 4x6 = Scale=1:55.8 co I4 6 3x4 = 5x8 = 13 5xB = 3x4 I 10.3-5 18-3.8 18-f{-11 28-8-0 10-3-5 8.0-3 0- -3 10-3-5 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-8,Edge], [4:0-3-0,0-3-4],[5:0-2-0,0-0-8],16:0-3-0,0-3-0], [8:0-4-0,0-2-1], [13:0-2-0,0-1-8], [13:0-4-0,0-3-0], [14:0-2-0,0-0-2], [14:0-4-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.16 14-39 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.34 14-39 >650 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.01 13 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -AS Weight: 201 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-13 OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-8-0 except Qt=length) 2=0-8-0. (lb) - Max Horz 2=322(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 12, 10 except 2=-513(LC 12), 13=-740(LC 12), 8=-298(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 11, 10, 8 except 2=830(LC 17), 13=1444(LC 19), 13=1274(LC 1), 8=276(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-88B/536, 4-5=-665/43B, 5-6=-162/571, 6-8=-68/395 BOT CHORD 2-14=-283/1006, 12-13=-257/267, 11-12=-257/267, 10-11=-257/267, 8-10=-257/267 WEBS 5-13=-1141/675, 6-13=-446/514, 5-14=-335/871, 4-14= 509/513 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-4-0, Exterior(2R) 14-4-0 to 18-4-0, Interior(1) 18-4-0 to 30-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 cc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Lumber designated with a "P" is pressure -treated with' preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10 except (jt=lb) 2=513, 13=740, 8=298, 8=298. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum PQU I N ♦�� IsO No 68182 CC 4fR N It Joaquin Velez PE No.68182 Welk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ' July 16,2021 ® 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 MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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 ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508 CR, 3CAR BLK NO HS • T24700292 2819426 B05 COMMON 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, co 0 8.430 s Jun 2 2021 MiTek ID:ZzuNOAdEBoQdU20W UKTi6czl Ulk-kMcf 21-2-12 M- 1115Fq 4x6 = 6.00 12 Inc. Thu Jul 15 15:31:11 2021 Page 1 Scale = 1:51.1 3x4 = 4x4 = 3x4 = 4x4 = 4x4 = m I6 9-5-6 9-9-3 9-5-6 Plate Offsets (X Y)-- [3:0-3-0 0-3-4] [5:0-3-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.30 8-10 >999 NO MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.46 8-10 >744 180 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 132 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-322(LC 10) Max Uplift 2=-711(LC 12),.6=-711(LC 12) Max Grav, 2=1314(LC 17), 6=1314(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or Jess except when shown. TOP CHORD 2-3=-2115/1210, 3-4=-1973/1215, 4-5=-1973/1215, 5-6=-2115/1210 BOT CHORD 2-10=-907/2073, 8-10=-438/1294, 6-8=-924/1832 WEBS 4-8=-417/981, 5-8=-470/517, 4-1 0=-417/980, 3-1 0=-470/517 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 14-4-0, Exterior(2R) ,,111 I I I 14-4-0 to 18-4-0, Interior(1) 18-4-0 to 30-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 DOL=1.60 �IU IN plate grip 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 4�1� N ' •.• F� �I� S'�.•.•• to the use of this truss component.�.•�\Cr 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' i No 68182 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. * �• •; 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=711, 6=711. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum �j ,• S OF sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart$634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A 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 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 ANSUlplf 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 2508 CR 3CAR BLK NO HS • T24700293 2819426 B06C Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, Id.43D s dun z zun IVII I eK Inausmes, Inc. i nu dui ID Io;a i; IZ 4u4I rays I ID:?l YDfitmYJi NmupVDA3te2z4H2S-CY91 mJlxL5NzHBghN_5zw8ASpxD9Kxw4RBKEShyxnBj 1-4-0 7-3-11 13.6-8 15-1-8 21-4-5 28-B-0 �1-4-1 7-3-11 6-2-13 1-7-0 6-2-13 7-3-11 Scale = 1:53.1 4x6 = 4x6 = 6.00 12 4 2x4 11 3x4 = 3x4 = 2x4 11 3x4 = 3x4 = 3x4 = 7-3-11 13-6-B 15-1-8 21-4-5 28.8-0 7-3-11 6-2-13 1-7-0 6-2-13 7-3-11 Plate Offsets (X Y)-- [3.0-3-0 0-3-4] [6:0-3-0 0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.14 9-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL. 1.25 BC 0.58 Vert(CT) -0.19 9-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2020lrPI2014 Matrix -AS Weight: 145 lb 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. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=307(LC 11) Max Uplift 2=-711(LC 12), 7=-711(LC 12) Max Grav 2=1133(LC 1), 7=1133(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1886/1170, 3-4=-1331/950, 4-5=-1120/927, 5-6=-1331/950, 6-7=-1886/1170 BOT CHORD 2-13=-859/1703, 11-13=-860/1699, 10-11=-437/1120, 9-10=-891/1635, 7-9=-890/1639 WEBS 3-13=0/295, 3-11=-713/533, 4-11=-231/378, 5-10=-231/378, 6-10=-714/532, 6-9=0/295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-6-8, Exterior(2E) for forces & MWFRS for 13-6-8 to 15-1-8, Extedor(2R) 15-1-8:to 20-9-6, Interior(1) 20-9-6 to 30-0-0 zone;C-C members and `��� IN Qv reactions shown; Lumber DOL=1.60 late gripDOL=1.60 3 BuildingDesigner / Project engineer responsible ble for verifying applied roof live load shown covers rain loading requirements specific 9 J 9 P � 9 PP 9 q P �� ,��` ,�P.• • �E N • • -. �,� G S'�.•••• 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. No 68182 •; 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide * �• will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) -0 ; CC Z 2=711, 7=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum •, S O F sheetrock be applied directly to the bottom chord. .(� • �` P _ '% • :.'. ONA1-` ��11rn.�lillit"" Joaquin Velez PE No.68182 • MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 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 component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web,and/or chord members only. Additional. temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508 CR 3CAR BLK NO HS • T24700294 2819426 B07C Roof Special 1 1 Job Reference (optional) Builders rirstsource (Plant city, I-L), i cant city, t-L - 3356f, ts.4Ju s Jun Z ZUZI NII I eK mausines, mc. I nu JUI I a ID:31: ra zue r raye i I D:?1 YDfitmYJ1 NmupVDA3te2z4H2S-gkjPzfla6OVgvI F1whcCTMicvKV43R2tgr4ohByxnBi T-4-0 6-0-8 -6-8 ,2-107 21-6-12 i 28.8-0 10--40-00 ,' 0 .0 3-5 6-6-12 -1-41-4 5162-18 4x6 4x6 = 5x6 = Scale = 1:53.1 3x4 = 2x4 11 3x4 = 5x6 = 3x4 = 4x4 = 6-0-8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020(rP12014 CSI. TC 0.61 BC 0.86 WB 0.54 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (]cc) I/defl Ud -0.18 10-19 >999 240 -0.36 10-19 >952 180 0.07 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 153lb 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. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=308(LC 11) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1302(LC 17), 8=1305(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2216/1310, 3-4=-1650/1083, 4-5— 1436/1072, 5-6=-1622/1231, 6-7=-1963/1264, 7-8=-2105/1267 BOT CHORD 2-13=-1042/2157, 12-13=-1042/2157, 11-12=-631/1573, 10-11=-484/1323, 8-10=-960/1827 WEBS 3-12=-676/472, 4-12=-160/404, 5-11=-614/470, 6-11=-512/844, 6-10=-411/883, 7-10=-448/496 NOTES- 1 ) Unbalanced roof live loads have been considered for this design. ,����11111J1� �� v) N V tj# F� I� 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-6-8, Exterior(2E) %% N • • •• ��' �.0 11-6-8 to 12-10-7, Interior(1) 12-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and `�% ,0 G E !V •�,� S�`'•,• �0 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 �% ; No 68182 •; 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. -O ; ; C 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf.O '. S OF bearing 100 lb (jt=lb) 7) Provide mechanical connection (by others) of truss to plate capable of withstanding uplift at joint(s) except 2=711, 8=711. i�•.<`4 O ,\_,�� ,��i� 8) Tltis truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum `` i SSA .... •���>`, sheetrock be applied directly to the bottom chord. I�� 0 N A` Joaquin Velez PE No.68162 • MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 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 property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2508 CR 3CAR BLK NO HS • T24700295 2819426 B08C Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 93567, 8.43U s Jun 2 2U21 MI I eK Incustnes, Inc. I nu Jul 75 75:31 a 5 zuzl rage i ID:?1 YDfltmYJ1 NmupVDA3te2z4H2S-d7rAOLngeOIY8cPG26fgYnoyR88nXHXA79ZulOyxnBg -1-4-0 5-2-15 9-6-8 10-10-7 15.0-0 21-6-12 28.8-0 130-0-0, 1-4-0 5-2-15 4-3-9 1-3-15 4-1-8 6-6-12 7-1-4 1-4-0 ' Scale = 1:53.1 4x6 = 4x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 9-6-8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.61 BC 0.97 WB 0.80 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl L/d -0.31 10-12 >999 240 -0.50 10-12 >687 180 0.07 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 145lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 2-11: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2= 308(LC 10) Max Uplift 2= 711(LC 12), 8=-711(LC 12) Max Grav 2=1307(LC 17), 8=1310(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2187/1428, 34=-1899/1222, 4-5=-16B9/1190, 5-6=-1948/1440, 6-7=-1989/1299, 7-8=-2131/1301 BOT CHORD 2-13=-1177/2150, 12-13=-836/1843, 10-12= 517/1326, 8-10=-958/1848 WEBS 3-13= 371/398, 4-13=-219/536, 5-12= 837/691, 6-12— 644/1028, 6-10= 410/931, 7-10=-442/495 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. Ii; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-6-8, Exterior(2E) 9-6-8 to 10-10-7, Interior(1) 10-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=711, 8=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,`,IIIIItII///ICI P0.0I N F No 68182 •*: ?� STV OF :• �/ T P, Joaquin Velez PE No.68182 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 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 Mi rek® connectors. This design is based only upon parameters shown, and is for an individual building component, not A truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 69D4 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 250E CR 3CAR BLK NO HS r T24700296 2819426 B09 ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource. (Plant City, FL), Plant City, FL - 33567, 6.4Ju s dun Z ZUZ I MI I ex InUUSIneS, 1r 1U. 11IU UU1 10 1 U-0I. IV CV 1 uye 1 ID:ZzuNOAdEBoQdU20W uKrii6czl Ulk-5JPYbhoSPJtPmlzScgAv4_K6oYU7GIkJMpISHSyxnBf 1-4-0 7-6.8 8-10-7 15-0-0 22-0-5 28-8-0 30-0-0 1-4.0 7-6.8 1-3-15 6-1-8 7-0-6 68 Bi 1-4-0 Scale = 1:53.1 5x6 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 19-6-14 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSL TC 0.70 BC 0.97 WB 0.74 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl L/d -0.29 10-12 >999 240 -0.49 10-12 >701 180 0.07 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 141 lb 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. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2— 308(LC 10) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1308(LC 17), 8=1310(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 2086/1289, 3-4=-1874/1296, 4-5=-2027/1372, 5-7— 1969/1242, 7-8=-2162/1302 BOT CHORD 2-13=-997/2022, 12-13= 1055/2159, 10-12=-510/1335, 8-10=-990/1885 WEBS 3-13=-218/618, 5-12=560/1037, 5-10=-348/893, 7-10=-455/600, 4-12=-663/623,. 4-13=-492/230 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 7-6-8, Extedor(2E) 7-6-8 19-0-0, Interior(1) 19-0-0 to 30-0-0 for and forces & ,`�� v�N to 8-10-7, Interior(1) 8-10-7 to 15-0-0, Exterior(2R) 15-0-0 to zone;C-C members MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ,� PQ GENS•' 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� �� ,•'� 4�''••• � to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. No 6 81 82 •; 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Z * ;� 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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 Gt=lb) �j•:• S OF : 2=711,8=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum .00 sheetrock be applied directly to the bottom chord. �. O R 1'o N Joaquin Velez PE No.68182 • MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or members only. Additional temporary and permanent bracing MiTek' prevent chord is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 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 2508 CR 3CAR BLK NO HS • T24700297 2819426 B10 ROOF SPECIAL 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ts.46u s dun z zuzl ml I eK Inousmes, inc. nu du i o r a:o r: � r zuc r ruye r ID:ZzuNOAdEBoQdU2OWuKTi6czlUlk-ZWzwplp4Ad?GNvYe9XhBdCtHJygC?ApTbT2?gvyxnBe 1-4-0 5.6-8 6-10-7 10-3-5 100_11r3 15-0-0 22-0-6 26.8-0 i30-0-J 1-4-0 1. 5-6-8 1-3-15 3-4-14 0-7-14 4-0-12 7-0-6 6-7-10 1-4-0 Scale =1:53.1 46 = 3x4 = 3x4 = 3x10 = 3x4 = 3x4. = 3x4 ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.65 Vert(LL) -0.31 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.52 11-13 >656 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 145 lb 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. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-308(LC 10) Max Uplift 2=-711(LC 12), 9=-711(LC 12) Max Grav 2=1307(LC 17), 9=1308(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2213/1343, 3-4=-2004/1314, 4-5=-2041/1267, 5-6= 2114/1449, 6-8— 1967/1225, 8-9=-2161/1287 BOT CHORD 2-14=-1073/2153, 13-14=-1199/2419, 11-13= 487/1331, 9-11 =-990/1 884 WEBS 3-14=-318/734, 4-14— 659/380, 4-13=-558/435, 5-13=-299/370, 6-13=-665/1163, 6-11= 353/898, 8-11=-457/507 NOTES- 1) Unbalanced roof live loads have been considered for this design. 1111111 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. ,������vIN 1/�����i II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-6-8, Extedor(2E) 5-6-8 ,�% OPQ to 6-10-7, Interior(1) 6-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & ,� , G E IV ��•• �� MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �� ; � `s$�•.- 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific i to the use of this truss component. No 68182 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. % ST OF 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 0 0 2=711, 9=711. #- ..,N�••�� Q P.'��``� 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum ���5 • O R I C,� ,,� shtbetrock be applied directly to the bottom chord. �O N A� E �.�`� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 bate: July 16,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II-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 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 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 City Ply 2508 CR 3CAR BLK NO HS T24700298 2819426 B11 ROOF SPECIAL 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, a.43U s dun z zuzi mi t eK inauslnes, Inc. i nu dui i o i o:a i; I o eue r rays r ID:ZzuNOAdEBoOdU2OW uKTi6czl Ulk-1 iXIONpixx77?37rj FCNAPPROLBkkhwcp7nYMLyxnBd 1-4-0 3-6-8 4-10-7 7-11-8 15-0-0 22-0.5 _ , 28-8.0 30-0-0 , 0 3-6.8 1-3.15 3-1-1 7-0-8 7-0-6 6-7-11 1-4-0 ' 5x6 3x4 = 4xB = 3x4 = 3x4 = 3x4 = 3x4 19.6-14 5-2-5 Scale = 1:53.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.30 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT)-0.5011-13 >687 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(CT) 0.07 . 9 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -AS Weight: 142 lb 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. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=308(LC 11) Max Uplift 2=-711(LC 12), 9=-711(LC 12) Max Grav 2=1305(LC 17), 9=1307(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2307/1352, 34= 2573/1498, 4-5=-2971/1732, 5-6=-2056/1280, 6-8=-1961/1205, 8-9=-2155/1264 BOT CHORD 2-14=-1103/2255, 13-14=-1126/2342, 11-13=-490/1343, 9-11=-984/1878 WEBS 3-14=-475/958, 4-14= 1235l736, 5-14=-380/768, 5-13=-688/621, 6-13= 4,78/1042, 6-11=-345/890, 8-11= 456/498 NOTES- 1) Unbalanced roof live loads have been considered for this design. 1 1 1 11,11��� 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. ,1`���rI�IN V to 4-10 7, I teriorG( ) 4-110-7 to 5-0-0, (directional) )1 5-0-0 to 9-0-nd C-C 0 2nt rior(1) 19 0 00to 30-0-0 zone;C-C for members and forces & • • �<`���i MWFRS for reactions shown; Lumber DOL=1.60 plate DOL=1.60 ��,,,OPav� ��S41 grip J.-i " 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. No 68182 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wideCC •�, •� Z will fit between the bottom chord and any other members, with BCDL = 10.0psf. - 3 S O F : 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) . , 2=71.1, 9=711. �� T �•, �� 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum ,���5 . O R 1 •, ,� shbetrock be applied directly to the bottom chord. I "' Joaquin Velez. PE No.68182 ' MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A 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 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 ANS11Tpll 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 2508 CR 3CAR BLK NO HS • T24700299 2819426 B12 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MI I eK industries, Inc. I nu JUI l b 1 b:31:18 CUCI rage 1 ID:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-Vu4hEigKhEF_dDi1 HyjcidyemlYcT6g12nX6unyxnBc 1-4-0 1-6-8 2-10-7 6-2-13 10-3-5 15-0-0 21-5-2 25-7-8 1-4-0 1-6-8 1-3-15 3-4-6 4-0-8 4-8-10 6-5-2 4-2-6 Scale: 1/4°=l' 4x4 = n �l 3x4 = 3x10 = 3x10 = 44 = 3x4 = 6x8 = 2-12-7 10.3-5 19-6-14 _ 25-7-8 2-10-7 7-4-14 9.3-B 6.0-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.58 Vert(LL) -0.29 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.48 11-13 >641 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.73 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 144lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing. directly applied or 2-11-7 cc purlins, BOT CHORD 2x4 SP No.2 `Except' except end verticals. 2-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-1-2 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-3-8 Max Horz 2=270(LC 7) Max Uplift 2=-653(LC 8), 10=-531(LC 8) Max Grav 2=1013(LC 13), 10=1061(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1799/910, 3-4=-2784/1346, 4-5= 3421/1710, 5-6=-1753/886, 6-7=-1799/1041, 7-8=-1277l745 BOT CHORD 2-14=-871/1754, 13-14=-1046/2157, 11-13=-378/1011, 10-11=-521/1018 WEBS 3-14=-641/1469,4-14=-155i/838,5-14=-611/1317,5-13=-572/434,6-13=-286/307, 7-13=-520/1154, 7-11=-85/377, 8-10— 1343/697 NOTES- 1) Unbalanced roof live loads have been considered for this design. 1111 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. ��CX U (N 1��""$ II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ��� P,QV VFW I* 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,�� ,� . • •E N • • •• �� �i� to the use of this truss component. `� •:�\C' S�.•.•• i� 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. NO 68182 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) CC 2=653, 10=531.;• S F (V 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 lb down and 114 lb up at • 4 v 1-6-8 on top chord, and 67 lb up at 1-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of ice,,( • �<`� O R 1 O Q;•• N_,�� others. s . `C `, 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). '���� S�Q N AL �`,�0 LOADCASE(S) Standard '1'h11111%W 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Joaquin Velez PE No.68182 Urliform Loads (plf) MiTek USA, Inc. FL Cerl 6634 Vert: 1-3=-54, 3-4=-54, 4-7=-54, 7-9= 54, 10-15= 20 6904 Parke East Blvd. Tampa FL 33610 Concentrated Loads (lb) Date: Vert: 3=73(F) 18=45(F) July 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'Ml1-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 25013 CR 3CAR BLK NO HS - T24700300 2819426 C1 Jack -Open 6 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, U.4JU s dun z zurt mr t eK muuslrres, inc. r nu dur r o ra:a i.cv cuu rave , I D:YARgCU hM 7owkV EM pP Nj efGzAwvz-z5e3 R2rzSYNgEN HDrfErFgV ue95QCkHvH RGf REyxnBb -1-4-0 0-11-4 1-4-0 0.11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=-226(LC 12), 4=-15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. N O Scale =1:7.6 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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, 4 except Qt=lb) 2=226. ,111111111///I�, ON . IN VF<� ii 'S DEN100 S .1�'�. No 68182 cc :?�•• S OF '•44/ 0 N A; Joaquin Velez PE No.68182 Mffek USA, Inc. FL Cert$634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this de" lgn 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 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 City Ply 2508 CR 3CAR BLK NO HS • T24700301 2819426 C3 Jack -Open 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 Mi I ek Industries, Inc. I nU Jul 1 b lb:31:ZU ZUZI rage 1 I D:zmbLkv5ELl DtgyehS MnND7z4_W x-z5e3R2 rzSYN g EN HDrfErFgVue92bCkHvHRGf REyxnBb -4 -0 2-11-4 1-4.0 2-11-4 Scale =1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC- 0.23 Vert(CT) 0.02 4-7 >999 180. BCLL 0.0 ' Rep Stress Inc( YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/LPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Grav 3=62(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood.shea(hing directly applied or 2-11-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=245. ,�/1111111/jI P.QUIN VF4� E N S ��' 0��� No 68182 cc 53S F :•w �QNA� S�0� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 bate: July 16,2021 ® 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 verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 250E CR 3CAR BLK NO HS ' T24700302 2819426 C5 Jack -Open 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.4JU s Jun z zuzi mi i eK inousmes, Inc. i nu Jw t o I D:o I :Z 1262 i rage i ID:zmbLkv5ELl DtgyehSMnND7z4_Wx-RHCReOsbDsVhsXsOONm4n217fZKAxAX2V5ODzgyxnBa 11 0 4-11.4 1-4-0 4-11-4 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.07 4-7 >897 240 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.06 4-7 >913 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/fP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Grav 3=133(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale =1:17.6 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASIDE 7-116; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C;.Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas wherea 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) except (jt=lb) 3=128, 2=196. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. `,�►111111/�II,I IN VFW ��ii I� J . Cr,) E N 9 .� No 68182 STA OF �c1 % %. Inl Joaquin Velez. PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 .A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSVrPl1 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 2508 CR 3CAR BILK NO HIS - T24700303 2B19426 DOI SPECIAL 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43u s dun z zuvi MI I ex industries, Inc. i nu uui i c I a:o i :zz eu4I raye i ID:zmbLkv5ELIDtgyehSMnND7z4_W x-wTmpsksD_9dYUgRcy4HJKFaBKzdHgW BCkIImV6yxnBZ -1-4-0 6-0-10 i 8-o 9 0 15.3-0 22-0-0 23-4-0 1-4-0 6-0-10 2-7-6 0-0- 6-3-0 - - 6-9-0 5x6 11 3x10 = 2x4 II 9-0-0 Scale = 1:44.3 m o I� _o a N Plate Offsets (X Y)-- [2.0-0-8 0-1-8] [6.0-3-0 0-3-41 [8.0-0-8 0-1-9] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.63 Vert(LL) 0.14 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.12 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FBC2020/1-PI2014 Matrix -AS Weight: 126 lb 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. Except: 8-12: 2x4 SP No.2 6-9-0 ocbracing: 11-13 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-7-10, Right 2x4 SP No.3 3-2-5 REACTIONS. (size) 8=0-3-8, 2=0-4-0, 14=0-4-0 Max Horz 2=434(LC 11) Max Uplift 8=-810(LC 12), 2=-617(LC 12), 14=-655(LC 12) Max Grav 8=616(LC 1), 2=423(LC 21), 14=752(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-314/885, 4-5=-233/588, 5-6=-260/596, 6-8=-556/1673 BOT CHORD 2-14= 411/208, 13-14=-411/208, 11-13=-1039/333, 10-11=-1308/549, 8-10=-1319/551 WEBS 4-13=-232/440, 6-10=-708/255, 6-11=-516/1370 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 2-8-0 9-0-0, Exterior(2R) 9-0-0 11111 / N IN II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Intedor(1) to to 13-0-0, Interior(1) 13-0-0 to 23-4-0 zone; cantilever left and right exposed left and right exposed;C-C for members and,� ,�� ?Q G N F� ; porch forces & MWFRS for shown; Lumber D0L=1.60 DOL=1.60 E `S'•,• reactions plate grip 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� ,• �� i NO 68182 •; to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. C 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) .• STARO F �/ 8=810, 2=617, 14=655. 7) This truss design requires that a minimum.of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum i 0 •'40' i� ,�•, �`�Q Q;,• \�`�� sheetrock be applied directly to the bottom chord. .•' c �1111111 Joaquin Velez PE No.68182 ' MiTek USA, Inc. FL Cert 6634 69N Parke East Blvd. Tampa FL 33610 Date: July 16,2021 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 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 ANSUTPII Qualify 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 2508 CR 3CAR BLK NO HS • T24700304 2819426 D01 S MONO TRUSS 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33557, ts.4;ju s dun z zuz i Mi t eK muustrres, inu. i nu dui to I a:o I:LJ LVL r rnyu I D:zmbLkv5EL1 DtgyehSMnND7z4_Wx-OgKB34tdT1 P5gOoW ooYtT7J PMuDP1 cLzPVJ1 ZyxnBY -1-4-0 6-0-10 1_ 8-10-0 1.4.0 6-0-10 2x4 11 4x4 = Scale=1:29.0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20201rP12014 CSI. TC 0.61 BC 0.94 WB 0.22 Matrix -AS DEFL. in Vert(LL) 0.36 Vert(CT) 0.31 Horc(CT) -0.00 (loc) I/defl Ud 6-10 >264 240 6-10 >301 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 42lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 6=0-3-8 Max Horz 2=332(LC 12) Max Uplift 2= 404(LC 12), 6=-408(LC 12) Max Grav 2=388(LC 1), 6=326(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-250/169 BOT CHORD 2-6=-495/202, 5-6=-495/202 WEBS 3-5=-300/736 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 8-8-4 zone; cantilever left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component.I N 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' has been for live load 20.Opsf bottom in 3-6-0 tall by 2-0-0 ,%OP,QV . 4 �i� 4) This truss designed a of on the chord all areas where a rectangle wide fit between bottom � , ;.�� G E IV 5+�� $ will the chord and any other members. `�� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) No 68182 •; 2=404, 6=408. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum * sheetrock be applied directly to the bottom chord. JW cc ?� OF '•�/ • ����: ., O R p • C?N,�. s,O N A1- ,- 'lliim Joaquin Velez PE No.68182 ' MiTek USA, Inc. FL Cert 6634 6004 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to 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 ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate .Institute, .2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job* Truss Truss Type Qty Ply 2508 CR 3CAR BLK NO HS T24700305 2819426 D02 GABLE 1 1 Job Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, FL - 33b6/, a.43u s dun a eUe t rvu r BK uruusures, urc. r r m dw r u IAA LLY LVL 1 rayo ID:zmbLkv5ELIDtgyehSMnND7z4_W x-ssuaHQuTW ntGj_b74VJnPgfQymHeBRNUC3Eta7yxnBX 1-4-0 6.0-10 8.8-0 9 0 14-4-13 22-0.0 23.4-0 1-4-0 6.0-10 2.7-6 0-4- 5-4-13 7-7-3 1-4-0 46 = 3x6 = LOADING (psf) TCLL 20:0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20201TP12014 CSI. TC 0.88 BC 0.73 WB 0.44 Matrix -AS DEFL. in Vert(LL) 0.27 Vert(CT) 0.23 Horz(CT) 0.03 (]cc) I/defl Ud 9-11 >599 240 9-11 >703 180 9 n/a n/a PLATES MT20 Weight: 144lb LUMBER- BRACING- TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x6 SP No.2 *Except* 6-10-0 cc bracing: 12-14 9-13: 2x4 SP No.2 P WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 9=0-3-8, 2=0-4-0, 15=0-4-0 Max Horz 2=423(LC 11) Max Uplift 9=-779(LC 12), 2=-559(LC 12), 15=-745(LC 12) Max Grav 9=5B6(LC 1), 2=392(LC 21), 15=808(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-263/469, 4-5=-191/409, 5-6= 221/435, 6-9=-638/1499 BOT CHORD 12-14=-1091/357, 11-12— 1225/513, 9-11=-1217/514 WEBS 6-11= 742/266, 6-12=-555/1488, 4-14=-258/513 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 23-4-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 cc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where ustd in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Scale = 1:43.2 `? o -6 a N GRIP 244/190 FT = 20% ,,,�/11111111fI�I IN I �0 ••DENS No 68182 �-,0 CCZ 0:• ST OF :�4U ` s 1ON A� 1 Joaquin Velez PE NO.68182 MiTek USA, Inc. FL Cert 6634 6964 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 on Inue on page 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 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 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 2508 CR 3CAR ELK NO HS • T24700305 2819426 D02 GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, t7.4;Ju s uun z zuzi rim t eK industries, inc. i nu am i a I a:a I .Lo 4v4 r rdge c ID:imbLkv5ELIDtgyehSMnND7z4_W x-K2SyUmv5H4?7L89BdDgOyuCbiAdttudeQj_Q6RyxnBW NOTES- 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly 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 MiT®k' 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 ANSVlPII Quality Criteria, DSB-69 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 2508 CR 3CAR BLK NO HS ' T24700306 2819426 E7 JACK -OPEN 37 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant Gity, FL - 33567, 8.43u s ,1un z zuzl mi I eK mausmes, Inc. I nu Jul io io:Jl:zo zuzl rage 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-K2SyUmv5H477L89BdDgOyuCawAbwt_XeOj_06RyxnBW 1-4-0 7-0.0 7-0.0 Scale = 1:23.1 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.22 4-7 >376 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) . -0.21 4-7 >390 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020lfPl2014 Matrix -AS Weight: 24 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-195(LC 12), 2=-217(LC 12) Max Grav 3=198(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5). Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=195, 2=217. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ``1111111111/1.1�, I N I .� J� •'DENS' . 1 ��, No 68182 CC Z .0•� ST OF :•� 0-0 .,�SS,O N AL ���`• 111111110 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 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 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 ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 250E CR 3CAR BLK NO HS ' T24700307 2819426 E7V Jack -Open 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, tj.4au s Jun z zuzi mi I eK inaustnes, inc. I nu Jut l5 lo:Jl:zts zuzl rage i ID:YARgCUhM7owkVEMpPNjefGzAwvz-oFOKi6wj2O8_ylkNBwLFU5lkvawUcRmnfNj_etyxnBV 1-4-0 7-0.0 1-4-0 7-0-0 4x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.97 Vert(LL) 0.23 4-7 >356 240 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.22 4-7 >378 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-200(LC 12), 2=-210(LC 12) Max Grav 3=200(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:22.9 PLATES GRIP MT20 244/190 Weight: 25 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 3=200, 2=210. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 111111111//l ,`�%OPQU I N VFW '•DENS• No 68182 cc S TE OF 0 N A, Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP/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 36610 Job` Truss Truss Type Oty Ply 2508 CR 3CAR BLK NO HS T24700308 2819426 E7VA Jack -Open 1 1 Job Reference (optional) Builders FirstSouree (Plant Gity, I-L), Plant tatty, FL - 33587, t7.4ou s dun z ZUZ r nnr r eK inousines, inc. i nu dui io to;J r;Zr 4uG r rdye i ID:YARgCUhM7owkVEMpPNjefGzAwvz-GRZivRwMpiGraSJZlesUi JH2R_N6LuOxul TXAKyxnBU -1-4-0 7-0-0 1.4-0 7-0-0 Scale = 1:22.9 3x4 6-1-B 7-0.0 r 6-1-8 0-10-8 ' Plate Offsets (X Y)-- [2.0-1-15 0-0-8) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.09 6-12 >923 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.10 6-9 >864 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix -AS Weight: 30 lb 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. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=-120(LC 12), 2=-195(LC 12), 5=-46(LC 12) Max Grav 4=126(LC 17), 2=361(LC 1), 5=226(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-8=-737/709 BOT CHORD 2-6=-996/840, 3-6=-807/957 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=4511; L=401t; eave=7ft; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-3, Interior(1) 2-8-3 to 6-11-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 111111 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %�``,''U ( N 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 �� PQ . • • • • F� I� F� �i� will fit between the bottom chord and any other members.,� 5) Refer to for truss to truss E N • •, Cr S�`'•.• 0000 girder(s) connections. �� ,•• �,� 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify i capacity of bearing surface. No 68182 •� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) * �• * �_ 4=120, 2=195. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. •; S OF <C! �O��s� ' O R Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: July 16,2021 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 MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job, Truss Truss Type Qty Ply 250E CR 3CAR BLK NO HS T24700309 2819426 E7VB Jack -Open 1 1 Job Reference (options[) Builders FirslSource (Plant City, FL), Plant City, FL - 33567, ts.aau s uun z zu2i WI eK industries, Inc. I nu Iu1 I o 1 o.o r :cr cvc r rayn 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-GRZivRwMpiGraSJZIesU1 JH2:B_ICLu0xu1TXAKysnBU 1-4-0 4-1-8 7-0.0 1-4-0 4-1-B 2-10-8 Scale = 1:22.8 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.75 Vert(LL) 0.24 6-12 >344 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.22 6 >387 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.07 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 28 lb 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. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=-156(LC 12), 2=-193(LC 12), 5=-25(LC 12) Max Grav 4=172(LC 17), 2=364(LC 1), 5=154(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-8=-807/767 BOT CHORD 2-6=-1063/895, 3-6=-862/1025 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 4=156, 2=193. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,`,,1111111/1���, IN .` J�•••GENS F����� No 68182 :CC ��O••• S OF Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly 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 ANSI/TPII 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 2508 CR 3CAR BLK NO HS T24700310 2819426 E7VC Jack -Open 1 1 Job Reference (optional) Builders First5ource (Plant city, I-L), Plant lilty, rL - 33b6/, 0.413u b Jul l c zee I Iwl 1 UN 11IUUbU1Ub, II1U. 11IU Uw .., 1.Uv 1 • ID:YARgCUhM7owkVEMpPNjefGzAwvz-kd747nx a?OiCbumlLOjaWg7eNj44lo46hC4jmyxnBT 1-4-0 2-1-8 4-8-2 7-0-0 r 1-4-0 2-6-10 2-3-14 Scale = 1:22.6 m v 0 4x4 : 3.00 12 2-1-8 7-0-0 2-1.8 4-10-8 Plate Offsets (X Y)-- [2.0-0-15 Edge] [3.0-9-7 0-3-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.16 3 >528 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.16 3-7 >506 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.22 Horz(CT) -0.12 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 31 lb 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. WEBS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 12) Max Uplift 5=-32(LC 12), 2=-224(LC 12), 6=-162(LC 12) Max Grav 5=24(LC 17), 2=313(LC 1), 6=257(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-9=-269/67 BOT CHORD 3-7=-558/328 WEBS 4-7=-4381749 NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 +++++ I I I I 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,,�� v j N 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 jive loads. `�� ,0 •. (V • ••, �� ��� 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 �� ,•• Cr `S�`°•.• �� will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. NO 68182 6) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) = .0 2=224, 6=162. i $ F (V 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. �� .�� , �� O R 1 Q Q' \_,�% �ONA1-����` _ Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: July 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to buckling of individual truss web chord members only. Additional temporary and permanent bracing MiTek prevent and/or Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 r0IIIIIIIII[ Job Truss Truss Type City Ply 2,1011 CR 3CAR BLK NO HS T24700311 2819426 F01 GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MI I eK inoustnes, Inc. i nu Jul 1b i b:;si:ai 2u21 rage 1 • ID:zrnbLkv5ELIDtgyehSMnND7z4_Wx-9CpDlpzstwmH33dL_TxRB9ShVbnOHhnWpfRIJ5yxnB0 -1-4-0 4-4-0 8.8-0 10-0-0 1.4.0 4-4-0 4.4-0 1-4-0 4x4 = 4x8 = 4x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.03 8-17 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) 0.03 8-17 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 P WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 6=0-4-0 Max Horz 2=-103(LC 10) Max Uplift 2=-481(LC 12), 6=-481(LC 12) Max Grav 2=393(LC 1), 6=393(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=310/1107, 4-6=-310/1107 BOT CHORD 2-8=-777/250, 6-8=-777/250 WEBS 4-8— 519/140 Scale = 1:21.5 PLATES GRIP MT20 244/190 Weight: 45 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-4-0, Exterior(2R) 4-4-0 to 8-2-0, Interior(1) 8-2-0 to 10-0-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 ANSUTPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACO, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2481, 6=481. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. `,�►IIIIII/IIII PpU I N 'S . '�� E N No 68182 cc X : 3 • S O F : 44/ Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 m v 0 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Ouality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 rratllil Job• Truss Truss Type Qty Ply 250E CR 3CAR BLK NO HS T24700312 2819426 H7 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1:3.43U s Jun "L 2U21 MI I eK Inausines, Inc. 1 nu Jul io i o:UI:AJ eue I rage I • ID:YARgCUhM7owkVEMpPNjefGzAwvz-5bxzAV760Y0_INnj5uzvHaX4SOQzlXypGzwrOzyxnBO 1-10 10 5-2-5 9-10-13 1-10-10 5.2-5 4-8-8 Scale = 1:22.7 3x4 = 5-2-5 14-7-12 0-d 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.04 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.07 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.36 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 43 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 7-11-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-147(LC 8), 2=-349(LC 8), 5=-178(LC 9) Max Grav 4=124(LC 1), 2=517(LC 1), 5=330(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-765/459 BOT CHORD 2-7=-524/693, 6-7=-524/693 WEBS 3-7=-26/286, 3-6=-751/568 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide OPQU I N will fit between the bottom chord and any other members. ��` , �, E IV 5) Refer to girder(s) for truss to truss connections. :� �,� SAC`••.• 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=147, 2=349, 5=178. No 6 818 2 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 18 lb up at 1-5-12, 64 lb down and 18 lb up at 1-5-12, 5 lb down and 100 lb up at 4-3-11, 5 lb down and 100 lb up at 4-3-11, and 37 lb down and 155 lb up at 7-1-10,.and 37 lb down and 155 lb up at 7-1-10 on top chord, and 41 lb up at 1-5-12, 41 lb up at 1-5-12, 5 lb down and 54 lb up at 4-3-11, 5 lb down and 54 lb up at 4-3-11, and 29 lb down at 7-1-10, and 29 Ib down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. �O :• S F : �V✓: 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). i ,(�'• A` Q. ,•'� LOAD CASE(S) Standard I� SS 1) Dead + Roof Live l (balanced): Lumber Increase=1.25, Plate Increase=1.25 -46J /.O N A` Un form Vert: 1-4=-54, 5-8=-20 Joaquin Velez PE No.68182 Concentrated Loads (lb) MiTek USA, Inc. FL Gert 6634 Vert: 13=-75(F=-37, B=-37) 15=-10(F=-5, B=-5) 16=-57(F=-28, B=-28) 69()4 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE: ' Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see ANSLITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jobs Truss Truss Type City Ply 2508 CR 3CAR BLK NO HS T24700313 2819426 H17 DIAGONAL HIP GIRDER 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:31:32 2021 Page 1 ID:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-dONby9_UeEuBgDCXXBSgkM7xf7AE09Fg1 JAIsXyxnBP -1-10-10 2-2-3 1-10-10 2-2-3 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=109(LC 8) Max Uplift 3=-61(LC 1), 2=-249(LC 8), 4=-46(LC 1) Max Grav 3=51(LC 8), 2=165(LC 1), 4=40(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale =1:9.1 PLATES GRIP MT20 244/190 Weight: 10 lb FT = 20% Structural wood sheathing directly applied or 2-2-3 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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) 3, 4 except Qt=lb) 2=249. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 75 lb up at 1-5-12, and 60 lb down and 75 lb up at 1-5-12 on top chord, and 48 lb up at 1-5-12, and 48 lb up at 1-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=150(F=75, B=75) 9=51(F=26, B=26) 111111111//j I N �..'•GENS No 68182 all ?fit• S T OF :'��/ • • ,O N A1. E�C� �. //111111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 16,2021 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 MTeh® 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 ANS11rpl1 Quality Criteria, DSB-69 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 Symbols I Numbering System � A General Safety Notes PLATE LOCATION AND ORIENTATION 3/; Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0'�1 fi r For 4 x 2 orientation, locate plates 0-'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. 'Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/rPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of thespecies and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. Lumber design values are in accordance with ANSIlTPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, g or less, if no ceiling is installed, unless otherwise noted. section 6.3 These truss designs rely on lumber values established by others. 1 15. Connections not shown are the responsibility of others. © 2012 MiTek@ All Rights Reserved =I1111111110 W10 MiTek 0 MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSUTPI 1 Quality Criteria. 21.The design does not take into account any -dynamic or other loads other than those expressly stated.