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HomeMy WebLinkAboutTrussa A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL. TRUSSES ARE TO 13E SET AT 2'-0: ON CENTER EXCEPT AS NOTED DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI _ MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. 30' Spanlor less �, 30' to 60' Span A 60 degrees Spreader Bar or less —. 112 og f_Approx 2/3 to--* log Line span opprox. one /z of span REFER TO BCSI REFER TO BCSI Truss must be set this 'way if crane used. Truss must be set this way if .crone used. �s "n erompie, you, t."ss may ti.I mecca. This is on example, truss may not match. esst crane operator sets truss this way. Insist crone operator sets truss this Way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A AlR H "If riE::>LIll R tIV�TE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. For Truss to Truss Connections see hanger/connector schedule in engineering package. s v l SEAT PLATES Carrying Girder Nails must be as shown. Guide tabs o Dome angle nails. Truss INDICATES LOAD BEARING REQUIRED BY TRUSSES !- SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1 ABOVE FINISHED FLOOR I, 12 4.00 r— `-f7 v �l f , heel =3 15/16" PLUMB CUT END 2 x 4 Top Chord BEARING HEIGHT 8'-1" TYPICAL END DETAIL r 4L a ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24"IN L %• not stand on trusses until they arebraced GARAGE LEFT ENGTH 21 14' — 2'-116. 1 2.116" N 7 m 0] aD m m to ae m ae OD aD OD to V N iv J2 J2 J4 60 tJs GRC " 6 I A4 A3 I L I Al JAlA N 121 IN 13'-71 Al Al Al Al N I Al Al 77 A A it A O ♦- N F3� A W —' (L A �WU aZ 1W- L �p A WDaa w. Z 3. F- z A O CO A A T SETBACK BOSTON HIP TRJSS GRB B J3 rn �s B J1 11 11,0 k 11 0 B I GRA15 o I I � JC rA JC - - - - - -- - - -.- - - - - - - -- -- - - --------+--------------------__--- -Ni I 84" 2._ " 9,-6- 2'-2" 5' 4" 15 -10" -- - - 35' -- —----- FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THI9 AOREEMENT IS SIGNED $RETURNED The lapel description of the property where the truss ee will be Installed is: The undersigned acknowledges and agrees: l: Trusses *11 be made In sM' accordance with this truss placement diagram layout, whfch Is the sole authority for determl ingsuccessful fabrication of the trusaa. 2.Ah dimensions In this layout have been vedfled by fhe undersigned. .3. lJnlerie written notice le provided by certfled mall to Chambers Trvsa within ten ('10) days of dalNary the undersigned agree- that no backbharges will be allowed,.In the event such =en nollce, Is furnished Chambers Truss .hall have three III bugjnas$ Jaya in which to begin repairs required, or to aubsttute other trusses, at Chambers option. 4. The undersigned edrnowlodgee receipt of •BCSI I- summary sheet by TPI 6 WTCA, b. Deavery b to lob ells. It Is the buyer'e'reaponalblllry to make the lob eke auhable for delivery, Chambers Trvsa has the axle authority to determine the suiteblllty of the job alto oy a Porten of this Job she for dalNary. Chambers Truss will be responsible for dump delivery only. The buyer la responsible for sddllonal delNery expenses If Chambers Truss has to redeliver barauea job she la riot propered for dalNary or buyer le not prepared for delivery of trusses. Buyer le roaponelbie to Chambers Truss for towing costa duo to she Conditions. 6. Prim as shown 11 paragraph 7 below Is subject to change te any changes are, mad, M thls layout A $50 per hour fee for revisions may be Charged by Chamber. 7Nsa. . 7. 7hlc Is a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or If no: on Sol it a reasonable price. Invoice will be made on delNery and paid within terms of nets on delNery. Involve may be made at sch,dUlf date bf delNery h buyer cannot accept delNery of tebdcated tvesea, The undersiomisgned agrees to pay Chambers.TN$5 reasonable charge lee for collectfons In event of payment not timaty made. 1.12 96 per month servjce charge will be added (or ell soma not paldwlthln terms, S. Signature or Initials enywhero on this can sheet Constitutes agreement to ell tome herein. conalderaton of Chambers m7rus. extending Credh for this material the undersigned uncondlgonapy guaraMore payment when due of any and all Indebtedness owed to 'Chambers Truea by any antlty recelving at del and the undersigned agrees to pay such Indebtedness inGuding ettpmeys fee., .if defauil In payment for material be made by the recipient, 10. In the event of any litigation concerning this agreement, the home furnished hereunder the sole venue for any such as n will or payments referred to herein, the, parties agree that be Saint haiole County, ties. l 1. Design responsibllhles are per "National Standard And RebDmmendeid Guidelines On Ras ponslblilt a For Ono on Using Metal Plate connected Wood Trusses ANSI/TPUWTCA 4.2002 DATED SIGNED FOR_^ f►sprearierbar� 1A9 par, BCSI1.W'110prevent it*"&damage.. Multiple ply trusses must be fastened together per engineering before they are set; failure to do so can result In roof collapse. Temporary and permanent bracing are required and can save life and property and Is the responsibility of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses. Tr osm iTxst besetaw braced perdeslgn to prevent Iqu,ya damage. Trusses must be set plumb and square Do not 'aet bunks or stack of plywood, roofing material or any ether cAdentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING Thlls LAYOUT USE LAYOUT DELWnpn wifi ru mi teer•..-- - -.. CHAMBERS TRUSS INC 3106 Oleander Avenue Fort Pleri FldHda 34982-6423 800-551.5932 Fort Pierce 772465-2012 Fax 771-465-8711 Vero Beach 772-569-2012 Stuart '772-286-3302 ' tsr_r_ era... Poe uCCCCTDl h3S"Cr1M The Arch14et5t's or Architect's representative's ^ ' whop drawing approval is NOT.a "double cheekw of the contractor. The contractor afiaii remain responsible for oheckinS9 field measurema+}to and teriapteet's other conskrueticn crl, Ardiu approval covers general roof sh ape, review of It as. straPP�n9r loads and 1 loadll s ravitY and uplift and .structure from 9 virus Iocat1 s. their re Approved BY: Date: Braden &Braden A.I. 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 c �� Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 71 •—I = Roofing Material Metal Roof Loading in PSF Roof R.D.L. U1 ° . Top Chord Live 20 ar .9 o E Y' l Top Chord Dead 7 4.2 C Bottom Chord Live 10 Non -Concurrent m 9� Bottom Chord Dead 10 3 r- d c TOTAL Load 37 7.2 R Duration Factor 1.25 Wind Speed 165mph r� Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12"1 Building Type ENCLOSED Building Category ll:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 R.D.L.=Restrainin Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the W U v! GARAGE RIGHT 27 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Chambers Truss Inc. Drawing Name: M11324 Scale: 1 /4 = 1' 83 total trusses, 27 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date:07/19/12 Revised:03/21/18 FOR REVIEWED FOR WYNNE BUILDING 66MbMPLIANCE DESCRIPTION: ST. LUCIE COUNTY 70' CARLTON, ELEV. D BOCIC PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11324 -no `l 5 MiTek �'D,�� ` RE: ml1324 MiTek USA, Inc. THE ROYALE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: WYNNE BUILDING CORPORATION Project Name: ml 1324 Lot/Block: Model: Address: UNKNOWN Subdivision: City: ST LUCIE Stater FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design, Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 27 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T17929435 a 8/22/2019 21 T17929455 jc 8/22/2019 2. J17929436 al 8/22/2019 22 T17929456- kj5 - 8/22/2019 3 T17929437 a2 8/22/2019 23 T17929457 kj8 8/22/2019 4 T17929438 a3 8/22/2019 24 T17929458 kja 8/22/2019 5 T17920439 ;' a4 8/22/2019 2511APHI kjb 8/22/2019 6 T17929440 a6 8/22/2019 26 1 0. 8/22/2019 7 T17929441' b 8/22/2019 27 17myu P 2/2019 8 T17929.442 bh7 8/22/2019 9 T17929443 gra 8/22/2019 10 T17929444 grb 8/22/2019 11 T17929445 grc 8/22/2019 12 T17929446 j1 8/22/2019 REVIEWED 13 14 T17929447 T17929448 j2 j3 8/22/2019 8/22/2019 1" FOR ®®E CO MPLIAN' 15 16 T17929449 T17929450 j4 j5 8/22/2019 8/22/2019 ��"� p ��y�� �tl L Sri � g�V �� 17 T17929451 j6 8/22/2019 F3010C 18 T17929452 j8 8/22/2019 2 7 2019 19 T17929453 ja 8/22/2019 NOV 20 T17929454 jb 8/22/2019 Permitting y-�, L4cie:Cognty,. The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021 Florida COA: 6634 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken.into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into. the overall building design perANSI/TPI 1, Chapter2. P. No '22839 `STATE- O F �[ i��iS 0 N P. A� lter' WaFinn PE No.2.2839. MiTek USA, Inc: FL Cart 6634 1i904 Parke East Blvd. Tampa FL 33610 n�Mn.August 22, 2019 . .- . 1 of 1 Finn, Walter Job Truss Truss Type Qty Ply THE ROYALE T17929435 m11324 A COMMON 10 1 Job Reference (optional) 'fhambers Truss, Inc., Fort Pierce, FL 8.13O s Mar i i 20i 8 MI I ex industries, inc. Thu Aug 22 u r:au: is 2019 rage 1 ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-3tjfS7gegclv7Tw7YOuPOgKFgHgaaFVtxgEb 15yIMNu 1-0-0 8-4-0 12-11-0 17-0-0 22-1-0 26 8-0 35-M 6-0 -0-0 8�-0 4-7-0 4-7-0 4-7-0 4-7-0 84-0 -0-0 Scale=1:59.3 4.00 12 45 = 6 1 u+ 0 17 " 15 `" `" 14 '" 12 4x5 = 2x3 11 5x6 WB = 3x8 = 2x3 11 4x5 = 3x8 = .. 5x6 WB = 84-0 12-11-0 22-1-0 26 8-0 35-0-0 84-0 4-7-0 9-2-0 4-7-0 8-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc), I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.33 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.64 14-15 >652 240 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.13 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 169 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1399/0-8-0, 10=1399/0-8-0 Max Horz 2=-223(LC 8) Max Uplift 2=-775(LC 10), 10=-775(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3404/2226, 3-5=-2807/1885, 5-6=-2801/1990, 6-7=-2801/1990, 7-9=-2807/1885, 9-10=-3404/2226 BOT CHORD 2-17=-1946/3218, 15-17=-1946/3218, 14-15=-1116/2053,.12-14=-1946/3188, 10-12=-1946/3188 WEBS 6-14=-598/1034, 7-14=-252/246,9-14=-702/541, 6-15=-598/1035, 5-15=-253/246, 3-15=-701/541. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Intedor(1) 3-9-10 to 12-8-6, Extedor(2) 12-8-6 to 17-6-0, Intedor(1) 22-1-0 to 31-2-6 zone;C-C for members and forces i£ MWFRS for reactions shown; Lumber DOL=1.66 plate grip DOL=1.60 3) 100.01b AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 775 lb uplift at joint 2 and 775 Ili uplift at joint 10. Walter P. Finn. P. E *No.22839. MiTek USA,'Iric. FL Cart 6634 6904Parke'EasfBlvd. Tampa FL 33610: Date:. - August 22,2019 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M147473 rev. 1WO312015BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not - a truss system. Before use, the building designer must verify the applicability of design parameters and propedy.incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury. and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. .. Tampa, FL 36610 Job Truss Type Qty Ply THE ROYALS ' T17929436 m11324 �Truss Al SPECIAL. 9 1 Job Reference (optional) 'hambers Truss, Inc., Fort Fierce, FL o.1su s Mar i I Zu I0 Mr r eK mcusmes, Inc. i nu Hug ZZ ur:ou:-w Zu rs rage r ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-X3H 1 gSrGbwQmldVB6jPeZusMxhyiJiyOAKz9ZXyIMNt 1-0-0 7-8-0 13-7-8 17-6-0 23-11-12 26-9-10 35-0-0 6-0-0 0-0 7-8-0 5-11-8 3,10-8 6-5-12 2-9-14 8-2-6 0-0 Scale=1:60.3 4.00 12' 5x8 MT18HS 6 : 14 13 3x5 = 2x3 II 5x12 = 3x12. = 2.00 12 7-8-0 13-7-8 23-11-12 35-0-0 7-8-D 5-11-8 10.4-4 11-0-4 Plate Offsets (X,Y)-- [2:0-1-2,Edgej, [8:0-3-0,Edge], [10:0-1-15,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.80 12 >525 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) . -1.39 12-13 >302 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.37 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 159 lb FT = 0% . LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-12 6-12: 20 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 10=1349/0-8-0 Max Horz 2=-223(LC 8) Max Uplift 2=-825(LC 10), 10=-825(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3309/2433, 3-5=-2581/2012, 5-6=-2548/2113, 6-7=-5337/4002, 7-9=-5302/3868, 9-10=-5702/4143 BOT CHORD 2-14=-2151/3113, 13-14=-2151/3113, 12-13=-1450/2202, 10-12=-3809/5431 WEBS: 3-14=0/265, 3-13=-813/590, 5-13=-269/317, 6-13=r317/567, 6-12=-2362/3388, 7-12=-298/368, 9-12=-405/352 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2). Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 12-8-6, Exterior(2) 12-8-6 to 17-6-0, Interior(l) 224-10 to 31-2-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20. plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Bearing atjoint(s) 10 considers parallel to grain value using ANSIIrPI 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 825 lb uplift at,joiht'2 and 825 lb uplift at joint 10. Walter P. Finn; PE 'No.22839. MiTek USA, )no. EL Cert 6634 6904 Parke East Blvd: Tampa FL 336-% Date: - August 22,2019 AWARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 1WO312016BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based onlyupon 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 ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T17929437 m11324: A2 SPECIAL 1 1 Job Reference (optional) v;hambers truss, Inc., Fort Fierce, FL t1.l JU s Mar 'I I LU 1 MI I etc Inausmes, Inc. I nu Aug zz ur mu:la zuly rage I ID: _kfiGCA6bx7j2Syl H DXFw7ye3KX-?.GrPtosuMEYdNm4NgRxt55PaZ5HQ27BAPJi5_yIMNs 8-0-1 13-7-8 16-0-0 , 19-0-0 23-11-12 26-9-9 35-0-0 _ $6-0-q -0-0 8-0-1 5-7-7 2-4-8 3-:0 4-11-12 2-9-13 8-2-7 -0-0' Scale=1:62.3 . . �1 0 4.00 12 5x6 = 44 = 5 6 15 — 2x3 'L 5x6 = 3x5 =. 2.00 12 3x12 8-0-1 13-7-8 19-0-0 23-11-12 35-0-0 8-0-1 5-7-7 54-8 4-11-12 11-04 Plate Offsets (X,Y)-- [2:0-1-2,Edge], [4:0-2-12,0-3-0], [4:0-0-0,0-1-12], [8:0-3-0,Edge], [8:0-0-0,0-1.-12], [9:0-3-2,0-0-0], [10:04-15,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.75 _ 12 >559 360 MT20 2441190 TCDL 7.0 Lumber DOL. 1.25 BC 0.98 Vert(CT) -1.0212-21 >412 240 MT18HS .244/190 BCLL 0.0 Rep Stress incr YES WB 0.76 Horz(CT) 0.37 10 n/a .n/a BCDL 10.0 Code FBC2017ITP12014. Matrix -MS Weight: 160 lb FT = 0% . LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-13 REACTIONS. (lb/size) 2=1349/0-8-0, 10=1349/0-8-0 Max Horz 2=-205(LC 8) Max Uplift 2=-825(LC 10), 10=-825(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3315/2113, 3-5=-2515/1641, 5-6=-2524/16991 6-7=-2672/1734, 7-9=-5246/3199, 9-10=-5687/3567 BOT CHORD 2-15=-1849/3111, 14-15=-1849/3111, 13-14=-1217/2314, 12-13=-2804/5025, 10-12=-3257/5414 WEBS 3-15=0/300, 3-14=-954/692, 5-13=-206/561, 6-13=-357/632, 7-13=-2796/1678, 7-12=-1682/1957,0-12=-479/463 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7710; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and.C-C Exterior(2) =1-0-0 to 3-9-10, Interior(1) 3-9-10 to 31-2-6, Extedor(2) 31-2-6 to 36-0-0 zone;C-C for members and forces & MWFRS.for reactions shown; Lumber D0L=1.60 plate grip DOL=1.60 3). Provide adequate drainage to prevent water ponding. 4) All plates, are MT20; plates unless otherwise indicated. 5) This truss has been designed for a 10.0 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 Wall areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSILTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Providemechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb.uplift at joint 2 and 825 lb uplift at joint 10. Walter P. Finn PE No. 22839. MiTek wA,tl'e. FL dert6834 'i904Parke East Blvd. Tampa FL 33ti10. Date: ® WARNING - Verify design parameters and READ NOTES ONTHISAND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 101031.201SBEFORE USE. Design valid for use only with MiT&D connectors. This design is based only upon parameters shown, and is for individual building component, not a truss system. Before use, the buildingdesigner must verify the applicability of design parameters and propedy:incorporate this design into the overall building design. Bracing indicated is to prevent buckling of. individual truss web and/or chord members only. Additional temporary and permanent bracing M I�@k� is always required for stability and to prevent collapse with possible personal injury. and property damage. For general guidance regarding the , . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/1 Qualify Criteria, DSB-89 and BCS/ Building Component East Safety 6904 Parke Blvd. Information available from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Parke East Job Truss Truss Type Qty Ply THE ROYALE T17929438 m11324 A3 SPECIAL 1 1 Job Reference (optional) 4;hambers Truss, Inc., Fort Fierce, FL tf.1SU s Mar i i zultf not I eK Inaustnes, Inc. I nu Aug zz UIMU:"Ib zUle rage -I I D:_kfiGCA6bx7j2Syl HDXFw7ye3KX-USOo58tW7XgU_wfaE8S6eJxkZVdfnaUJdeSFeQyIMNr 1-0.0 8-0-1 1410 21-0-0 23-11-12 26-9-10 35-0-0 64 0-0 8-0-1 5-11-15 7-0-0 2-11-12 2-9-14 8-2-6 0-0 Scale=1:61.3 �1 0 5x6 = 4x6 = .enri Fv5__ 4 .. 5 13 2x3 15x6 = 3x5 = 2.00 12 8-0-1 13-7-8 21-0-0 23-11-12 35-0-0 8-D-1 5-7-7 7-4-8 2-11-12 11-0-4 Plate Offsets (X,Y)-- [2:0-1-2,Edge], [8:0-1-15,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.72 10 >582 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.98 10-19 >427 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.35 8 n/a n/a BCDL . 10.0 Code FBC2017/TPl2014 Matrix -MS Weight: 158 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS. 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 8=1349/0-8-0 Max Horz 2=-181(LC 8) Max Uplift 2=-825(LC 10), 8=-825(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3286/2122, 3-4=-2556/1711, 4-5=-3161/2095; 5-6=3304/2150, 6-7=-5214/3232, 7-8=-5695/3643 BOT CHORD 2-13=-1853/3079, 12-13=-1853/3079, 11-12=-1338/2410, 10-11=-2826/4982, 8-10=-3331/5422 WEBS 3-13=0/293, 3-12=-854/595, 4-11=-480/959, 5-11=-360/724,'6-11=-2280/1355, 6-10=-1118/1934, 7-10=-530/515 Structural wood sheathing directly applied or 2-5-0 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced roof live loads have beeri considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 31-2-6, Extedor(2) 31-2-6 to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss. has been designed for a 10.0 psf bottom chord live load riohconcurrentwith any other live loads. 6) " This truss has been designed for a live load Of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide'mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb.uplift at joint 2 and 825 lb uplift at joint 8. Walter P. Finh Plt No.2283i. MiTek USA, Inc. FL dart 6634 4904Rarke East Blvd. Tampa FL 33610: D_ata:. • - August 22,2019 ® WARNING -Verily design parameters and READ NOTES ONITHIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. fOI0312015 BEFORE USE . Design valid for use only with MIT ek® 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. BracingIndicated is to prevent buckling of individual truss web and/or chord members only. Additional' temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T17929439 m11324. A4 SPECIAL 1 1 Job Reference (optional) hambers Truss, Inc., Fort Pierce, FL 8.13U s Mar 11 ZU16 MI I etc Industries, Inc. I hu Aug rZZ Uf:bU:l f ZU1y Page 1 ID:_kfiGCA6bx7j2SylHDXFw7ye3KXC yeyAlUt8uroLc4EmnrzLAWUvWvy4WOJTslCpAsylMNq �1-0-0 6-5-8 12-0-0 , 17-8-4 , 23-0-0 23; 11-1,2 26-9-9 , 35-0-0 46-0-q -O-O 6-5-8 5-6-8 5-8-4 5-3-12 " 0-11-1 2-9-13 8-2-7 -0-0 Scale-1:61.3 4.00 12 4 . 3x4 = 5x8 =2x3 : 11 5 6 7' _ DIImI 0 11 14 13 3x4 ,3x4 = 5x6 = 2.00 12 3x12 zz M 4 8-8-2 13-7-8 11 -0 23-11-12 35-0-0 8-8-2 4-11-6 3-10-8 6-5-12 11-0-4 Plate Offsets (X,Y)-- [2:0-0-6,Edge1; [6:0-4-0,0-2-31, [9:0-1-15,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.73 11-12 >572 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96, Vert(CT) -0.98 11-20 >429 240 MT18HS . 244/190. BCLL 0.0 Rep Stress lncr YES WB d.77 Horc(CT) 0.36 9 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 160 lb FT = O% . LUMBER- BRACING - TOP CHORD • 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD . Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 9=1349/0-8-0 Max Hors '2=157(LC 9) . Max Uplift 2=-825(LC 10), 9=-825(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3.367/2256, 3-4=-3093/2069, 4-5=-2645/1653, 5-6=-3425/2347, 6-7=-5165/3301, 7-8=-5219/3301, 8-9=-5704/3714 BOT CHORD 2-14=-2000/3170, 13-14=-1488/2537, 12-13=-2065/3480, 11-12=-2440/4196, 9-11=-3399/5431 WEBS 3-14=-429/415, 4-14=-323/584, 4-13=-142/386, 5-13=-1125/697, 5-12=-141/467, 6-12=-861/437, 6-11 =-1 145/2016, 8-11=-542/518 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind:'ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9=10 to 31-2-6, Exterior(2) 31-2-6 to.36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 . 3) Provide adequate drainage to:prevent water ponding. 4) All plates are MT20; plates unless otherwise indicated. 5) This truss: has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSIITPI 1 angle to grain formula.. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 825 lb,uplift atjoint 2 and 825 lb uplift,at joint 9'. Walter P. FinnPE No.22B39, Welt USA,'Inc: FL Cart 6634 . 6904Farke East Blvd. Tampa FL 33619 Date:. August 22,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek(D connectors. This design his based only; upon parameters shown, and is far 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 iviiTek_ 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 e East 6904 ParkeBlvd. Safety Information available from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, 3ast10 Job Truss Truss Type Oily Ply THE ROYALE T17929440 m1.1324. A6 HIP 1 1 Job Reference (optional) mamoers I russ, Inc., t-on Tierce, rL d.uu s mar 11 Zulu mi I eK mausines, inc. i nu Aug 22 urbu:lts 2u1a rage 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-QrWYWqunf9wCEEoyLZUajk13dlMEFbhc5yxMiJyIMNp 1-0-0 6-7-15 0 131-0 21-4-0 25-0-0 281-1 M-%O 6-0- 0-0 6-7-15 114 1 3-8-0 7-8-0 3-8-0 3 4 1 6-7-15 0-0 Scale=1:60.3 4.00 12 5x8 = 2x3 11 2x3 11 5x8 = 4 23 24 5 25 26 6 27 28 7 lb 12 4x5 = 3x4 = 46 = 3x4 = 3x4 = 4x6 = 3x4 = 4x5 = w-o-u ci-v-t 3-8-0 7-8-0 Plate Offsets (X,Y)— [2:0-1-14,Edge], [4:0-54,0-2-8], [7:0-5-4,0-2-8], [9:0-1-14,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.60 11-13 >424 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.78 13 >328 240 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.11 9 n/a We BCDL 10.0 Code FBC2017ITP12014. Matrix -MS Weight: 153 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-6-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1118/0-8-0, 14=379/0-8-0, 9=1201/0-8-0 Max Horz 2=-133(LC 8) Max Uplift 2=-692(LC 10), 14=-219(LC 10), 9=-739(LC 10) Max Grav 2=1118(LC 1), 14=454(LC 19), 9=1206(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2600/2341, 3-4=-2215/1960, 4-5=-2527/2290, 5-6=-2527/2290, 6-7=-2527/2290, 7-8=-2531/2224, 8-9=-2880/2572 BOT CHORD 2-16=-2074/2444, 14-16=-1569/2065, 13-14=-1968/2527, 11-13=-1833/2382, 9-11=-2290/2707 WEBS 3-16=-495/599, 4-16=-206/347, 4-14=-541/820, 5-14=-526/591, 6-13=-234/311, 7-13=-1811282, 7-11=-355/492, 8-11=-444/551 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2). Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft;.Cat. II; Exp C; Encl., GCp1=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 16-9-7, Interior(1) 16-9-7 to 18-2-9, Exterior(2) 18-2-9 to 25-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on'the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 692 lb uplift at joint 2, 219 lb uplift at joint 14 and 739 lb uplift at joint 9. r Walter P. Finn PE No.22636, MiTek US.A,tnc. FL Cert 6634 6904Aarka East Blvd. -Tampa FL 33610. Date: August 22,2019 A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/031.2015BEFORE USE. ' Design valid for use only with IMIT ek® connectors. This design .ie 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 ANS11TPH Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply THE ROYALE T17929441 m11324- B COMMON 3 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 1-0-0 6-11-0 1-0-0 6-11-0 3x4 = B.13U s Mar 11 1UId MI I eK InOustnes, Inc. I nu Aug LL Uf:bu:iv Lultf rage i ID: kfiGCA6bx7j2SylHDXFw7ye3KX-ul4wjAvPQS23rON9vG7pGxZKnioW_5ymJchvElylMNo 13-10-0 4x6 = 3 Scale:l/2"=1' 3x4 = 6-11-0 13-10-0 6-11-0 6-11-0 Plate Offsets (X,Y)-- [2:0-2-10,Edge), [4:0-2-10,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.10 5-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.13 5-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 4 n/a n/a BCDL . 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 47 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-7-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=510/0-8-0, 2=568/0-8-0 Max Horz 2=93(LC 9) . Max Uplift 4=-292(LC 10), 2=-377(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-967/954, 3-4=-966/952 BOT CHORD 2-5=-785/883, 4-5=-785/883 WEBS 3-5=-84/315 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf,- BCDL=3.Opsf,, 1i=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterjor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 lb uplift at joint 4 and 377 Ito uplift at joint 2. WalterP. Finn. PE N6.22839 MiTek USA Inc. FL Cerf 8834 '6904Park6East Blvd: Tampa FL 33610: Date:. August 22,2019 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10103120 15BEFORE USE. ' Design valid for use only with .Tek®Miconnectors. This design,is based onlyupon parameters shown,,end Is for t, an individual building componen.not a truss system. Before use, the building designer must verify the applicability of design parameters and properiyincorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 QualMy Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T17929442 In11324 BH7 . BOSTON HIP 1 1 Job Reference (optional) t,;namners I cuss, Inc., tort coerce, rL mi iti s mar i i zu-m MI i ex mausmes, inc. I nu mug zz ui:ou:zu zu is rage i I D:_kfiGCA6bx7j2Sy1 H DXFw7ye3KX-MDelwWwl BmAwTYyLT_W2o96P0653jSbvYGQTnByIMNn 15-6.0 .. 21-6-0 .. . 1-0-0 7-0-0 9-6-0 11-6-0 13-6-0 1 0 17-6-0 19-6-0 21-0-0 23.6.0 25.6-0 28-0-0 350-0 -0-0 7-0-0 2-6-0 2-o-o 2-0-0 0-0- 1-6-0 2-o-o 2-0-0 1.6-0 0-6- 2-0-0 2-6-0 7-0-0 -0-0 Scale=1:62.6 4.00 12 5x6 = 12 14 16 35 33 32 ' 30 3x5 = 46 = 3x8 = 3x4. _' 4x6 = 3x6 = 35-0-0 Plate Offsets (X,Y)-- [2:0-1-2,Edge], [28:0-0-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.51 '32-33 >826 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.67 32-33 >628 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.14 28 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 208 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1349/0-8-0, 28=1349/0-8-0 Max Horz 2=-223(LC 8) Max Uplift 2=-825(LC 10), 28=-825(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. JOINTS 1 Brace at Jt(s): 11, 18, 15, 7, 23 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3392/2640, 3-4=-1213/956, 4-8=-1157/946, 8-9=-1145/979, 9-12=-1122/1028, 12-14=-1125/1090,14-16=-1124/1089,16-19=-1121/1028,19-22=-1145/979, 22-26=-1157/946,26-27=-1214/956,27-28=-3393/2641,3-5=-2373/2046,5-7=-2376/2050, 7-1 0=-2376/2050, 10-11 =-2376/2050, 11-13=-2376/2050, 121-1 5=-2376/2050, 15-17=-2376/2050,17-18=-2376/2050,18-20=-2368/2046,20-23=-2368/2046, 23-25=-2368/2046, 25-27=-2364/2041 BOT CHORD 2-35=-2358/3190, 33-35=-2360/3166, 32-33=-2652/3448, 30-32=-2361/3167, 28-30=-2358/3191 WEBS 3-35=0/284, 27-30=0/285, 3-33=-317/378, 18-33=-466/474, 27-32=-312/353, 14-15=-405/437 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7710; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl:, GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 10-8-9, Exterior(2) 10-8-9 to 17-6-0, Interior(1) 24-3-7 to 31-2-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x3 MT20 unless. otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 825 lb uplift at joint 2 and 825 lb uplift at joint 28. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Walter P. Finn. PE'No.22839. MiTekUS4, Inc. FL Cart 8834 69048arkti East Blvd: Tampa FL 33610' Date: August 22,2019 A WARNING -Verify design parameters and READ NOTES ON, HIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, Viand is for an individual building component, not a truss system. Before use, the building. designer must verify the applicability of design parameters and propedyincorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T17929443 m11324 GRA SPECIAL 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL - - 8.13U s Mar 11 ZU18 Mlrek Industries, Inc. 7 hU Aug 22 Uf:bU:22 ZUIU I -age 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-Icm3LBxHiNQeir6kaPZWtaBuxwrNBTbCOavar4yIMNI 1-0-0 4-1-8 5-7-3 + 8-2-13 9 8-8 13-10-0 14-10-0 1-0-0 4-1-8 15-11 2-7-9 1-5-11 4-1-8 1-0-0 Scale=1:26.6 2.37 12 4x4 = 4x4 = 4x10 4x10 19 4 20 21 5 22 6 0 3x4 = 2x3 11 3x4 = 3x4 = 2x3 11 3x4 = i 4-1-8 5-7-3 8-2-13 9-8-8 i 13-10-0 4-1-8 1 1-5-11 2-7-9 1-5-11 4-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lob) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.08 11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.10 10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 58 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30. TOP CHORD Structural wood sheathing directly applied or 5-4-7 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-0-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=770/0-8-0, 7=770/0-8-0 Max Horz 2=-65(LC 6) Max Uplift 2=-523(LC 8), 7=-523(LC 8) Max Grav 2=787(LC 17), 7=787(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1798/1192, 3-4=-1761/1197, 4-5=-1724/1169, 5-6=-1761/1190, 6-7=-1798/1137 BOT CHORD 2-12=-1083/1685, 11-12=-1082/1692, 10-11=-1112/1724, 9-10=-1024/1692, 7-9=-1028/1685 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60.plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5), " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 523 lb uplift at joint 2 and 523 lb uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 63 lb down and 114 lb up at 4-1-8, 85 lb down and 124 lb up at 5-0-0, 113 lb down and 146 lb up at. 5-7-3, 60 lb down and 129 lb up at 5-11-0, 60 lb down and 129 lb up at 7-11-0, 113 lb down and 146 lb up at 8-2-13, and 85 lb down and 124 lb up at:8-10-0, and 63 lb down and 139 lb up at 9-8-8 on top chord, and 6 lb down and 7 lb up at 4-1-8, 18 lb down and 15 lb up at 5-0-0, 33 lb down at 5-7-3, 39 lb down at 5-11-0 , 39 lb down at 7-11-0, 33 lb down at 8-2-13, and 18 lb down and 15 lb up at 8-10-0, and 6 lb down and 7 lb up at. 9-8-8 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 (plo Vert: 1-3=-54, 3-4=-54, 4-5=-54, 5-6=-54, 6-8=-54, 13-16=-20 Concentrated Loads (lb) Vert:3=7(B) 4=-64(B)5=-64(B)6=7(B)12=-6(B)11=-35(B)10=-35(B)'9=-6(B)19=-28(B)20=-60(B)21=-60(B)22=-28(B) 23=-18(B) 24=-18(B) Walter P. Finn PE No.22839, MiTek'USA, Inc. FL Cefr6634 6904Parke East Blvd. Tampa FL 33616 Date: August 22,2019 ®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015BEFORE USE. ' Design valid for use only with MiTekB 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 lncorporate this design Into the overall, building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty iply THE ROYALE T17929444 ml 1324 GR13 SPECIAL 1 1 Job Reference (optional) .Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Aug 22 07:50:23 2019 Page 1 I D:_kfiGCA6bx7j2Syl HDXFw7ye3KX-moKRZXyvThYVK?hw8641Qnk?AJAgwoTLEEf7N WyIMNk �1-0-0 5-0-0 10-3-0 15-6-0 216=0 26-2-0 28-1-0 , 35-0-0 $6-0-q -0-0 5-0-0 5-3-0 5-0-0 6-0-0 48-0 1,11-0. 6-11-0 -0-0 2x3 II 4x4 = 4.00 FIT4x8 = 4x4 = 3x4 = 3x6 = 2x3 II 9 3 25 26 4 27 28 29 5 630 31 32 733 34 35 8 �1 2 0 18 36 37 17 38 16 39 15 4041 42 14 4313 12 = 2x3 II 5x6 = 3x4 =3x6 3x4 = 3x4 3x4 = 3x6 = = Scale=1:62:4 3x4 = 5-0-0 10-0-0 151-0 21-6-0 28-1-0 35-0-0 5-0-0 53-0 53-0 6-0-0 6-7-0 6-11-0 Plate Offsets (X,Y)-- [3:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.11 17-18 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.14 17-18 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.53 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Weight: 146 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins. 130T CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15 REACTIONS. All bearings 0-8-0 (lb) - Max Hori 2=96(LC 7) Max Uplift All uplift 100 lb or less atjoint(s) except 2=-536(1_C 8), 15=-846(LC 8), 14=-555(LC 8),.10=-314(LC 8) Max Grav All reactions 250 lb or less atjoint(s) except 2=787(LC 17), 15=1322(LC 1), 14=927(LC 1), 10=506(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1773/1106, 3-4=-1406/944, 4-6=-304/595, 6-7=-304/595, 7-8=-304/595, 8-9=-702/344, 9-10=-719/323 BoT CHORD 2-18=-962/1659, 17-18=-958/1675, 15-17=-843/1406, 14-15=-595/429, 12-14=-158/622, 10-12=-196/636 WEBS 3-18=0/331, 3-17=-297/158, 4-17=0/362, 4-15=-2076/1313, 6-15=-505/480, 7-14=-431/408, 8-14=-1063/625, 8-12=-115/265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf,, h=12ft; B=45ft; L=50ft; gave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5):' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 536 lb uplift at joint 2, 846 lb uplift at joint 15, 555 lb uplift at joint 14 and 314 lb uplift at joint 10. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 257 lb down and 341 lb up at 5-0-0, 100 lb down and 129 lb up at 7-0-12, 100 lb down and 129 lb up at 9-0-12, 100 lb down and 129 lb up at 11-0-12, 100 lb down and 129 lb up at 13-0-12, 100 lb down and 129 lb up at 15=0-12, 100 lb down and.129 lb up at 17-0-12, and 100 lb down and 129:lb up at 19-0-12, and 100 Ib.down and 129 lb up at 21-1-4 on top chord, and 83 lb down at 5-0-0, 39 lb down at 7-0-12, 39 lb down at 9-0-12, 39 lb down at 11-0-12, 39 lb down at 13-0-12, 39 lb down at 15-0-12, 39 lb down at 17-0-12, and 39 lb down at 19-0-12, and 39 lb down at 21-1-4 on bottom chord. The design/selection of such connection devices) is the responsibility of others. Walter P. Finn PE No,22838, 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). MITak USA, Inc. FL &A 6634 '6904 Parke EastBlvd. Tampa FL 33616: LOAD CASE(S) Standard Date: August 22,2019 61 WARNING - Verity design parameters and READ NOTES ONTHISAND INCLUDED MITEK REFERENCE PAGE 14II-7473 rev. 10/03/2015 BEFORE USE. .is -- Design valid for use only wilh'MlTek® connectors. This design based only.upon parameters shown, .end is for an individual building component, hot �- a truss system. Before use, the building designer must verify the applicability of design parameters and propedy.incorporate this design Into the overall , building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITeIC- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty, Ply THE ROYALE T17929444 m1.1324 GRB SPECIAL 1 1 Job Reference (optional) chambers Truss, Inc., Fort Pierce, FL d.13U s Mar 11 Zuitl Mi I etc InOUsines, Inc. i nu Aug ¢L ut:i)u:LJ Ludy rage L I D:_kriGCA6bx7j2Syl HDXFw7ye3KX-moKRZXyvThYVK?hw8641Qnk?AJAgwoTLEEf7NWyIMNk LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-3=-54, 3-8=-54, 8-9=-54, 9-11=-54, 19-22=-20 " Concentrated Loads (lb) Vert:.3=.160(F) 18=-45(F) 25=-60(F) 26=-60(F) 27=-60(F) 29=-60(F) 30=-60(F) 31=-60(F) 32=-60(F) 33=-60(F) 36=-13(F) 37=-13(F) 38=-13(F) 39=-13(F) 40=-13(F) 41=-13(F) 42=-13(F) 43=713(F) AWARNING - Vedfy design parameters and READ NOTES ONTH/S AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with •MiTek® connectors. This design .is based only upon parameters shown, _and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall. building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek'. is always required for stability and to prevent collapse with possible personal injury. and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPlf Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety/nforma0on available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T17929445 m11324 GRC HIP 1 1 Job Reference (optional) rnamDers I russ, Inc., Fort Fierce, t-L mi iu s Mar 11 ZU 10 MI I ex InUUslnes, Inc. i nu Aug zz ui:ou:L4 ZV7 u rage 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-F?tpmtzXE?gLy9G6igb_z?H57jQlfBgVTuOgwyylMNj �1-0-0 8-0-0 13-8-0 17-8-0 21 4-0 27-00 35-0-0 $6-0-0, -0-0 8-0-0 5-8-0 3.10-0 3-10-0 5_82 8-0-0 -0-0 Scale=1:60.3 5x8 MT18HS =-- 4.0D 12 2x3 II 3X8 = 3x6 = 2x3 II 3 23 24 25 426 27 285 6 729 30 31 32 5x8 MT18HS 8 t2 N D m Ic? 0 0o 10 ov oo oo ar -- is oa 3x5 = 2x3 II 3x6 = WO= 6x10 = 3x6 = 2x3 II 3x5 8-0 0 13-8-0 21-4-0 27-0-0 35-0-0 8-0-0 5-8-0 7-8-0 5-8-0 8-0-0 Plate Offsets (X.Y)-- I3:0-5-4.0-2-81: I8:0-5-4.0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lot) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.22 11-22 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.31 13-14 >830 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014, Matrix -MS Weight: 157 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 `Except' WEBS 4-14,7-13: 2x6 SP No.2 REACTIONS. (lb/size) 2=412/0-8-0,.14=3582/0-8-0, 9=1192/0-8-0 Max Horz 2=-109(LC 6) Max Uplift 2=-299(LC 8), 14=-2133(LC 8), 9=-764(LC 8) Max Grav 2=423(LC.17), 14=3582(LC 1), 9=1194(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-377/225, 3-4=-1093/1954, 4-5=-1093/1954, 5-7=-194311220, 7-8=-1943/1220, 8-9=-2776/1671 BOT CHORD 2-16=-154/317, 14-16=-160/350, 11-13=-1475/2624, 9-11 =-1 464/2591 WEBS 3-16=-200/679; 3-14=-2514/1528, 4-14=-641/586, 5-14=-2674/1707, 5=13=-1.124/2080, 7-13=-592/548,13-13=-760/483, 8-11=-201/684 Structural wood sheathing directly applied or 3-5-6 oc purlins. Rigid ceiling directly applied or 5-9-3 oc bracing. 1 Row at midpt 3-14, 5-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2). Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II;.Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load norlconcurrent 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 299 lb uplift at joint 2, 2133 lb uplift at joint 14 and 764 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall:be provided sufficient to support concentrated load(s) 182 lb down and 312 lb up at 8-0-0, 107 lb down and 173 lb up at 10-0-12, 107 lb down and 173 lb up at 1.2-0-12, 107 lb down and 173 lb up at 14-0-12, 107 lb down and 173 lb up at 16-0-12, 107 lb down and 173 lb up at 16-11-4, 107 lb down and 173 lb up at 18-11-4,'107 lb down and 173 lb up at 20-11-4, 107 lb dowmand :173 lb up at 22-11-4, and 107 lb down and 173 lb up at 24-11-4, and 182 lb down and 312 lb up of 27-0-0 on top chord, and 411 lb down and 242 lb up at 8-0-0, 79 lb down and 1 lb up at .10-0-12, 79 lb down and 1 lb up at 12-0-12, 79 lb down and 1 lb up at 14-0-12, 79 lb down and 1 lb up at 16-0-12, 79 lb down and 1 lb up at 16-11-4, 79 lb down and 1 lb up at 18-11-4, 79 lb down and 1 lbup at 20-11-4, 79 lb down and 1 lb up at;22-11-4, and 79 lb down and 1 lb up at 24-11-4, and 411 lb down'and 242 lb up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. . 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Walter P. Finn PE N6.22639, MiTek USA,'Inc. FL Cart 6636 6,904 Parke EastfBlvd: Tampa FL 33610 Date: August 22,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 101031.2015BEFORE USE. ' Design valid for use only with MiTek® connectors. This design his 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 ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Perko East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T17929445 m11324 GRC HIP 1 1 Job Reference (optional) :;namoers I russ, Inc., Fort Fierce, FL 7f.73U s Mar l l ZUltf MI I etc IOCUSmeS, Inc. I nil HUg ZZ URbU:Z4 ZU"le rage z ID:_kfiGCA6bx7j2Syl HDXFw7ye3KK-F?tpmtzXE?gLy9G6igb_z?H57jQIfBgVTuOgwyylMNj LOAD CASE(S) Standard 1)' Dead + Roof Live (balanced): Lumber Increase=1.25; Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 8-10=-54, 17-20=-20. Concentrated Loads (lb) Vert:3=-126(B) 6=-107(B)8=-126(B)15=-50(B)16=-41l(B)11=-411(B)12=-50(B) 23=-107(B) 25=-107(B) 26=-107(B) 27=.-107(B) 28=-107(B) 29=-107(B) 30=-107(B)32=-107(B) 33=-50(B) 34=-50(B) 35=-50(B)36=-50(B)37=-50(B)38=-50(B)39=-50(B) 7 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015-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 ANS11rP/1 Quality Criteria, DSB-89 and BCS/ Building Component _ 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply THE ROYALE T17929446 m11324. J1 MONO TRUSS 2 .1 Job Reference (optional) -ynamoers i russ, Inc., tort coerce, rL rs.idu s Mar l t zu io Mt t ex mausmes, Inc. i nu Aug zz unou:zo zu ra rage r ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-jBRB_D_A?IoCZJrIFX6DVCpPF7wkOgleiY8ESPyIMNi -1-0-0 1-0-0 1-0-0 3x4 = Scale = 1:6A LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.18 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB- 0.00 Horz(CT) 0.00 4 n/a n/a BCDL . 10.0 Code FBC2017lrPI2014 Matrix -MP Weight: 5 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=9/Mechanical, 2=118/0-8-0, 4=0/Mechanical Max Horz 2=48(LC 10) Max Uplift 3=-4(LC 7), 2=-140(LC 10) Max Grav 3=11(LC 15), 2=118(LC 1), 4=17(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60• 2) This truss has been designed for a 10.0. psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been.designed for a jive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 3 and 140 lb uplift at joint 2. Walter P. Fin itPE'No.22639 MiTek USA,'Inc. FL Cert 6834 6904 Parka East Blvd. Tampa FL 33610. Dafe:. August 22,2019 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 101031 20 15BEFOREUSE. ' Design valid for use only with MITek® connectors. This design is based onlyupon 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 ANS11TP/1 Qualify Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T17929447 m11324. J2 MONO TRUSS 4 1 Job Reference o tional �;namoers I runs, Inc., tort coerce, rL o.wu s mar -i -I cu-ia rvu i OK mausmes, !nu. i nu twg zc uf:au:zo zu is rage r ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-jBRB_D_A?IoCZJrIFX6DVCpPF7vwOgleiY8ESPyIMNi 2-0-0 2-0-0 4 3x4 = Scale = 1:7.8 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPl2014 Matrix -MP Weight: 8 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural 'wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=37/Mechanical, 2=141/0-8-0, 4=23/Mechanical Max Horz 2=67(LC 10) Max Uplift 3=-28(LC 10), 2=-136(LC 10), 4=-3(LC 7) Max Grav 3=42(LC 15),.2=141(LC 1), 4=31(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas whore a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 3, 136 lb uplift atjoint 2 and 3.lti uplift at joint 4. Walter P. Finn PE'No.22839 MITek USA',']nc. FL Cori 6634 '6904 Parke East Blvd: Tampa FL 33616 Date; August 22,2019 AL WARNING - Verify design parameters and READ NOTES ON THIS,AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1WO312015BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only.upon parameters shown, and is for an individual building component, not ��' a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall - building design. Bracing Indicated is to prevent buckling of. individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek_ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component - 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T17929448 m11324 J3 MONO TRUSS 2 1 Job Reference (optional) Chambers I russ, Inc., raft fierce, FL C.i JU s Mar I i ZUId MI I eK Inciusines, Inc. i nu Hug z1 uf:ou:zu Luly rage I ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-BN?aBZ_omcx3BTQVpEdS2QMa?XEb7HYowCtn_ryIMNh 1-0-0 3-0-0 1-0-0 3-0-0 Scale =1:9.4 3x4 = 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc), I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 11 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=64/Mechanical, 2=173/0-8-0, 4=37/Mechanical Max Horz 2=85(LC 10) Max Uplift 3=-54(LC, 10), 2=-147(LC 10), 4=-4(LC 10) Max Grav 3=70(LC 15), 2=173(LC 1), 4=50(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when'shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift.at joint 3, 147 lb uplift at joint 2 and 4 lbuplift at joint 4. WalterP. Finn'PE No.2Y638. MiTak USA,'Inc. FL dift 6 4 6904 Parke East Blvd. Tampa FL 33610: Date:. August 22,2019 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312016BEFORE USE. . Design valid for use only with . MIT ek® connectors. This design.is based only:upon parameters shown, and is for an Individual building component, not �'• . a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall . building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-69 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply THE ROYALE T17929449 m11324. J4 MONO TRUSS 4 1 Jab Reference (optional) Chambers truss, Inc., fort Fierce, hL ts.i iu s Mar i 1 zults MI I eK Inoustnes, Inc. i nu Aug zz uf:ou:zi zu iu rage I ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-fZZyOv?QXw3wpc?hNy8hadvhRxXgskox9sdLWHyIMNg 1-0-0 4-0-0 1-0-0 4-0-0 3x4 = 4 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.02 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.02 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER- BRACING- Scale=1:11.1 . PLATES GRIP MT20 244/190 Weight: 14 lb FT = 0% TOP CHORD 2x4 SP No.3 TOP CHORD Structural 'wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=89/Mechanical, 2=206/0-8-0, 4=50/Mechanical Max Horz 2=104(LC 10) Max Uplift 3=-79(LC 10), 2=-161(LC 10), 4=-8(LC 10) Max Grav 3=97(LC 15), 2=206(LC 1), 4=67(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces.& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 3, 161 lb uplift at joint 2 and 8 lb uplift at joint 4. Walfer P. Finn 0E'N6.22889 MiTak USA 'I FL Cart 8834 6904 Parke East Blvd. Tampa FL 33610 Date August 22,2019 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10103120 15BEFOREUSE. ' Design valid for use only with MIT ek0 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 ANS11TP/1 Qualify Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty . Ply THE ROYALE T17929450 m11324 J5 MONO TRUSS 11 1 Job Reference (optional) L;namoers I russ, Inc., Tort Tierce, t-L t1.1au s mar 1 i zuid MI I eK mausmes, Inc. I nu Aug zz ut:ou:zr zuia rage i ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-fZZyOv?QXw3wpc?hNy8hadvdXxT.Wskox9sdLWHyIMNg M. 5-0-0 1-0-0 - 5-0-0 Scale=1:12.7 3x4 = 5-0 0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.06 4-7 >939 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.06 4-7 >964 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 17 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=115/Mechanical, 2=243/0-8-0, 4=63/Mechanical Max Horz 2=123(LC 10) Max Uplift 3=-104(LC 10), 2=-177(LC 10), 4=-9(LC 10) Max Grav 3=125(LC 15), 2=243(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph'(3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions. shown; Lumber DOL=1.60 plate grip DOL=1.60' 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 3, 177 lb uplift at • - . joint 2 and 9 lb uplift at joint 4. Walter P. Finn Pk,'No.22839 MITek USA; Inc. FL'de1Y6636 6904 AarkV Easf Blvd. Tampa FI: 33610. Date:. August 22,2019 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1WO312015BEFORE 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 ANSIITPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T17929451 m11324 J6 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL -1-0-0 8.130 s Mar 11 2018 MiTek Industries, Inc. -Thu Aug 22 07:50:28 2019 Page 1 I D:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-7m7KcFO21DBnQmZtxffx7rRtsKmBbB24OWMu3kylMNf 6-0-0 3x4 = 4. Scale=1:14.3 - 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.11 4-7 >664 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.11 4-7 >652 240 BCLL 0.0 ". Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Weight: 20 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 3=142/Mechanical, 2=275/0-8-0, 4=70/Mechanical Max Horz 2=140(LC,10) Max Uplift 3=-129(LC 10), 2=-192(LC 10), 4=-8(LC 10) Max Grav 3=155(LC 15), 2=276(LC 15), 4=100(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied'or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf• h=12ft; 13=45ft; L=50ft; eav&6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2), zone; C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60. 2) This truss has been designed for a 10.0, psf bottom chord live load nonconcurrent with any other live loads. 3), " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 3, 192 Ib uplift at joint 2 and 8 Ib uplift at joint 4. Walter P. Finn. PEN6.22639 MiTek USA, lnc. FL Cerf 6634 69114Parke'East Blvd: Tampa FL- 3361D. Date: August 22,2019 AWARNING -Verily design parameters and READ NOTES ONTRIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 101031201 S BEFORE USE. Design valid for use only with MIT ek0 connectors. This design his based only upon parameters shown, .end is for an individual building component,not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall . • building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITE k° is always 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 BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty . Ply THE ROYALE T17929452 m11324 J8 MONO TRUSS Job Reference (optional) Chambers Truss, Inc., Fort I fierce, FL ti.l3U s Mar i 1 zuitf MI I eK moUSmes, Inc. I nu Aug Iz ut:ou:zo zuits rage i I D:kFvnsnOwY419ZhO_nM3lc6ylJ9g-7m7KcF021DBnQmZtxffx7rRpjKrMbB24OWMu3kylMNf 8-M Scale=1:17.4 A 1 3x4 5:� 4 7-00 8-00 7-0-0 1-0-0 Plate Offsets (X,Y)-- [2:0-3-14,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC ' 0.61 Vert(LL) -0.14 4-7 >676 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.30 4-7 >310 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Wind(LL) 0.26 4-7 >368 240 Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SO M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=188/Mechanical, 2=348/0-8-0, 4=99/Mechanical Max Horz 2=178(LC 12) Max Uplift 3=-174(LC 12), 2=-226(LC 12), 4=-13(LC 12) Max Grav 3=195(LC 17), 2=348(LC 1), 4=141(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Opsf; h=12ft; B=59ft; L=3611; eave=5ft; Cat. I I; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2 7-3, Interior(1) 2-7-3 to 7-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a'10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `.This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 270-0 wide will fit between the bottom chord and,any other members. 4) Refer to girder(s) for truss to truss connections, 5) Provide mechanical connection (by others) of truss to bearing plate capable of:withstanding 174 lb uplift at joint 3, 226 lb uplift at joint 2 and 13 lb uplift at joint 4. WalterF. Finn A,No.22839. MiTek USA, Inc. FL Cerf 6636 6904 Parke EastBlvd. Tampa FL 33610 bate: August 22,2019 .AWARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11.7473 rev. 10/03/2015BEFORE 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,lncorporate 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/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply THE ROYALE ' T17929453 m1.1324 JA MONO TRUSS 2 1 Job Reference optional) _Chambers Truss, Inc., Fort Pierce, FL 8.13U s Mar 11 2018 MITek Industries, Inc. T hU Aug ZZ U7:5U:Z9 2U19 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-byhipb 1 g3XJe2w84UNBAg2_5EkHVKelEdA6RbAyIMNe 1-0-0 2-4-3 1-0-0 2-4-3 Scale.=1:8.3. 3x4 = 4 2-4-3. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft ' Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0'.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 ' Matrix -MP Weight: 9 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=45/Mechanical, 2=150/0-8-0, 4=28/Mechanical Max Horz 2=73(LC 10) Max Uplift 3=-37(LC 10), 2=-139(LC 10), 4=-4(LC 7) Max Grav 3=50(LC 15), 2=150(LC 1), 4=37(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS. (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This trusshas 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 3, 139 lb uplift at joint 2 and 4 lb uplift at joint 4. Walter P. Finn PE Nb.22839 MiTek USA,'Ihc. FL Cert 6634 . 6904Farke East Blvd. Tampa FL336% Date:' August 22,2019 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MIT ek@ connectors. This design is based only,upon parameters shown, and is for an Individual building component, not '- a truss system. Before use, the building designer must verify the applicability of design parameters and propedy,incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITeIC- 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 BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T17929454 m1.1324. JB MONO TRUSS 2 1 Job Reference (optional) ;namoers I russ, Inc., Tortpierce, I-L ti.1ju s mar 11 zuiu not i eK mausmes, mc. i nu Aug zz ut:ou:,ju zuia rage i I D:_kfiGCA6bx7j2Syl H DXFw7ye3KX-38F41xl IgrRVg4jG24iPCGXCk8QE34XNrgrl7cylMNd -1-2-5 5-5-11 1-2-5 5-5-11 Scale=1'12.5 3x4 = 4 5511 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.10 4-7 >645 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) 70.07 4-7 >898 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 19 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc puriins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-0-0 oc bracing. REACTIONS. (lb/size) 3=127/Mechanical, 2=269/0-8-0, 4=63/Mechanical Max Horz 2=114(LC 10) Max Uplift 3=-109(LC 10), 2=-206(LC 10), 4=-6(LC 10) Max Grav 3=127(LC 15), 2=269(LC 1), 4=90(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf, h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0psf bottom chord jive load nonconcurrent with any other live loads. 3):' This truss has been designed. for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical. connection (by others) of'truss to bearing plate capable of withstanding 109 lb uplift at joint 3, 206 lb uplift at joint 2 and 6 lb uplift at joint 4. WalterP. Finn PE'No.22639'. MiTak USA,'Inc. FL Cart 6634 6904Parke East Blvd. Tampa FL 33610: Date: August 22,2019 AWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil. 7473 rev. 10/031.2015BEFORE USE. ' Design valid for use only with MlTek® connectors. This design le based only, upon parameters shown, Viand 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 ANS/1TP/1 Quality Criteria, DSB-69 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL, 36610 Job Truss Truss Type city Ply THE ROYALE T17929455 m11324 JC MONO TRUSS 2 1 Job Reference (optional) chambers I russ, Inc., Tort werce, t•L ts.iju s mar 1 i zuits MI I eK mausmes, Inc. I nu Aug zz 1,11:0MN zula rage i ID:_ktiGCA6bx7j2Syl HDXFw7ye3KX-38F41x11grRVg4jG24iPCGXG_8dv34XNrgr?7cyIMNd -1-0-0 1-1A 1-0-0 1-1-4 Scale =1:6.2 4 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1•.25 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL T.25 BC 0.02 Vert(CT) -0'.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 5 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-1-4 oc purlins. BOT CHORD 2x4 SO No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3-11/Mechanical, 2-119/0-8-u, 4-4/Mechanical Max Horz 2=50(LC 10) Max Uplift 3=-6(LC 7), 2=-138(LC 10) Max Gra'v 3=14(LC 15),.2=119(LC 1), 4=14(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES - I). Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Opsf, h=12ft; 13=45ft; L=50ft; eave=6ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60' 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift atjoint 3 and 138 lb uplift at joint 2. Walter P. Finn PkNo.22839 MiTek USA, Inc. FL Cert 663b 6904Aarke East Blvd: Tampa FL 336% Dater August 22,2019 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411.7473 rev. 10103112015BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty I Ply THE ROYALE T17929456 m11324 KJ5 MONO TRUSS 1 1 Job Reference (optional) Gnamoers I russ, Inc., rOn coerce, rL b.1JU s Mar 11 zu-ib MI I eK Inausmes, Inc. I nU AUg ZZ U1:0U:J1 2Uly rage 1 ID: kfiGCA6bx7j2Sy1HDXFw7ye3KX=XLoTEG2wb8ZMIEIScoDeIT3O9YvJoXnX4UbYf2ylMNc -1-5-0 3-11-0 7-0-2 1-5-0 3-11-0 3-1-2 2: . I1 3x4 = 2.83 12 3 4 Scale = 1:15.7 .. 702 7-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.09 4-7 >923 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.15 4-7 >563 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/1-PI2014 Matrix -MP Weight: 23 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=194/Mechanical, 2=233/0-11-5, 4=94/Mechanical Max Horz 2=109(LC.8) Max Uplift 3=-174(LC 8), 2=-191(LC 8) Max Grav 3=198(LC 13), 2=233(LC 1), 4=133(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 13=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60,plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide. will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss iconnections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 3 and 191 lb uplift at joint 2. 6) 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 (pif) Veit:'1-2=54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-3=-95(F=-20, 151=-20), 5=0(F=10, B=10)-to4=-35(F=-8, B=-8) WalterP. Finn 'PE No.22838 kTek USA, Inc. FL dirt 6634 6904 Parke East Blvd: Tampa FL• 33610: Date::. August 22,2019 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only,upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall : , building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage,delivery, erection and bracing of trusses and truss systems, see ANSI/TPH Quality Criteria, DSB-89 and BCS/ Building Component Safety Information. available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra,6904 iVA 22314. - Parke Parke Blvd. East East Tampa, Job a Truss Truss Type Qty Ply THE ROYALE T17929457 m11324- KJ8 MONO TRUSS 2 1 Job Reference (optional) t;namoers i russ, Inc., rort Tierce, rL 7-2-7 m-iau s mar ri to is mi r eK mousines, inc. r nu tAug zz ur:au:az cu is rage i ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-OXMrSc3ZMShDvOtfAVktHhcavyGjXvZgJ8K6CVylMNb 11-3-0 3x4 = 3x4 = 5 7-2-7 7-2-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) ' I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.08 6-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.10 6-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 44 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-10-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=90/Mechanical, 2=465/0-11-5, 5=409/Mechanical Max Horz 2=178(LC 8) Max Uplift 4=-91(LC 8), 2=-332(LC 8), 5=-223(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-875/541 BOT CHORD 2-6=-535/842, 5-6=-535/842 WEBS 3-6=-1/287, 3-5=-923/587 NOTES 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat.. ll; Exp C;,Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 4, 332 lb uplift at joint 2 and 223 lb uplift at joint 5. 6) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 38 lb down and 61 lb up at 2-11-0, 38 lb down and 61 lb up at 2-11-0, 8 lb down and 106 lb up at 5-8-15, 8 lb down and 106 lb up at 5-8-15, and 42 lb down, and 145 lb up at. 8-6-14, and 42 lb down and 145 lb up at 8-6-14 on top chord, and 31 lb up at 2-11-0, 31 Ib,up,at 2-11-0, 11 lb down and 31 lb up at 5-8-15, 11 lb down and'31 lb up at 5-8-15, and 31 lb down and 14 lb up at 8-6-14, and 31 lb down and 14 lb up at 8-6-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (Balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 10=80(F=40, B=40) 11=-5(F=-3, B=-3) 12=-83(F=-42, B=-42) 13=14(F=7, B=7) 14=-21(F=-11, B=-11) 15=-50(F=-25, B=-25) Walter0. Finn Plt No.22639. MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 336* Date; August 22,2019 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply THE ROYALE T17929458 m11324 KJA . MONO TRUSS 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Fierce, FL ts.isu s Mar 11 zuio Mt t eK mousmes, Inc. i nu Aug ZZ ut:ou:JZ Zulu rage -r I D:_kftGCA6bx7j2Syl HDXFw7ye3KX-OXMrSc3ZMShDvOtfAVktHhcayHyX_1 gJ8K6CVyIMNb 1-2-9 6-0-4 1-2-9 6-0-4 Scale=1:13.6 3x4 = 4 6-0-4 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 0.21 Vert(LL) 0.04 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.07 4-7 >974 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 20 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=142/Mechanical, 2=181/0-9-11, 4=69/Mechanical Max Horz 2=97(LC 8) Max Uplift 3=-129(LC 8), 2=-150(LC 8) Max Grav 3=145(LC 13), 2=181(LC 1), 4=104(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Op6f; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load Of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 3 and 150 lb uplift at joint 2. 6) In the'LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf). Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-3=-81(F=-14, B=-14), 5=0(F=10, 8=10)-to-4=-30(F=-5, B=-5) WalterP. Finn PE.No.22939. MITek USA, Inc. FL Cert 6634 6904 Parke EastBlvd: Tampa FL 3361U• Data: August 22,2019 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 101031 20 15 BEFORE USE. ' Design valid for use only with NliTekO connectors. This design is based only.upon parameters shown, and is for an individual building component, ,not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfrPN Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, East Job Truss Truss Type Qty . Ply THE ROYALE T17929459 m11324. KJB. MONO TRUSS 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 1-2-9 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Aug 22 07:50:33 2019 Page 1 ID:-kfiGCA6bx7j2Sy1HDXFw7ye3KX-UjwDfy4B7mp4XXSgDF6qu9nlLeKGRHpXo4fkxylMNa 4 11-9 4-11-9 3x4 = 4 Scale=1:11.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 11dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.02 4-7 >999. 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.03 4-7 >999 240 BCLL 0.0 Rep Stress lncr NO WB 0.00 Horz(CT) 0.00 . 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-9 cc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 3=95/Mechanical, 2=148/0-9-11, 4=46/Mechanical Max Horz 2=75(LC 8) Max Uplift 3=-84(LC 8), 2=-136(LC 8) Max Grav 3=95(LC 1), 2=148(LC 1), 4=77(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3,Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members: 4) Refer to girder(s) for truss to truss'connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 lb uplift at joint 3 and 136 lb uplift at joint 2. 6) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-3=-67(F=-7, B=-7), 5=0(F=10, B=10)-to-4=-25(F=-2, B=-2) Walter P. Finn 0E-hb:22639. MIT ek USA,)iic. FL Cert 6634 6904 Parke East Blvd. Tampa FL 336% Date: August 22,2019 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE.PAGE M11.7473 rev. 10/0312015 BEFOREUSE. 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 propertyIncorporatethis design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL. East Job Truss Truss Type Qty Ply THE ROYALE- T17929460 m11324 MV2 VALLEY 1 1 Job Reference (optional) cnamoers I russ, Inc., tort Pierce, rl_ a.13u s mar l l Zulu not t eK inoustnes, Inc. i nu Aug Zz uf:bu:33 Zulu Pagel I D:_kfiGCA6bx7j2Syl H DXFw7ye3KX=UjwDfy4B7mp4XXSdDF6qu9olLfZGRHpXo4fkxylMNa 200 ... 2-0-0 4.00 12 Scale =1:6.1 2 3 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 : 2 n/a n/a BCDL 10.0 Code FBC2017ffP12014 Matrix-P Weight: 5 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=41/2-0-0, 2=30/2-0-0, 3=11/2-0-0 Max Horz 1=21(LC 10) Max Uplift 1=-20(LC 10), 2=-30(LC 10) Max Grav 1=42(LC 15), 2=32(LC 15), 3=22(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces.& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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) Bearing atjoint(s) 2 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and.30 lb uplift at joint 2. Walter P. Finn'PE hbJY 839 MIT& USA, Ihc. FL deft 6634 6906 Parke East Blvd. Tampa FL 336i0: Date::' August 22,2019 AWARN/NG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCEPAGE MI1-7473 rev. 10103f2015 BEFORE: USE. ' Design valid for use only with MITek& connectors. This design is based only upon parameters shown, and Is for en individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the , fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 ParkeEast e East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Job Truss Truss Type Qty Ply THE ROYALE T17929461 m11324 MV4 VALLEY 1 1 Job Reference (optional) L:namoers I russ, Inc., ron tierce, rL ts.lsu s Mar 11 zula MI I etc industries, Inc. I nU Aug ZZ UfibU:34 ZU19 Page 1 ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-ywUbsl5pt3xx9h 11 HwmLN6huulzU?uXzmRpCGNyIMNZ 4-0-0 4-0-0 3x4 3x4 II 2 3 Scale =1:9.4 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 12 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=109/4-0-0, 3=109/4-0-0 Max Horz 1=56(LC 10) Max Uplift 1=-54(LC 10), 3=-72(LC 10) Max Grav 1=112(LC 15), 3=117(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2). Gable requires continuous bottom chord bearing. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 1 and 72 lb uplift at joint 3. Walter P. Find:PE No:j2839, Wait USA,1i 6. FL Cerf 8834 :6964 Parke Easf Blvd. Tampa FL33616; Date: August 22,2019 .AWARNING - Verity design parameters and READ NOTES ONTHIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. f0/03/2015BEFOREUSE. -- Design valid for use only with MiTek® connectors. This design is based oniyupon parameters shown, and is for an individual building component, not atruss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing .. M!Tek" Is always required for stability and to prevent collapse with possible personal Injury and properly.damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses: and truss systems, see ANSI/TP/t Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312; Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Symbols 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. 0-14- 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 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or 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. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS BOTTOM 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 [CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek® MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes 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 byANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless. expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber.used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others.. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality. Criteria.