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HomeMy WebLinkAboutTrussfio-tiD Do ' : O.H. BY 6THER 04r 0 - " : 21-00-00 : .. .: .. .. . " . 23-08-00 _ :14-00-00 . y • - 1` ' (0 tp �. d1 IN �- �..-�...� . Q. ¢ a' .¢. a . Q..a.' O ,r, N a. a. m a a a a a" co .a - .V to -' a• :¢. 0. Co ¢ - °�°: - . ... C1 C1 B-1 o0- C3 :. - � C3 ter: SIMPSON CONNECTOR SCHEDULE' ROOF TRUSS QT ID MODEL.' _." ROOF '.UPLIFT.. SYMBOL - 6 1'A- LUS24 = • 895 490 ALA'. " .0 A. 11 HTU26' 3600 1555 .• ALA " 0 `B HTU28 4686.. '' 2140 iLB . 0.- C . HTU26-2- 3600 2175 I tc : 0 . D HTU28-2 .• 4680 - ' 3485- iw 0 ;E0 H.GUS26=2 15320 2155. .Ite 0 F HGU$28 2 : 17460 3235: J IF 0.. G HGUS26-3 5230'' . 2155 H .HGUS213-3 •' 7460 . • 3235 '' J III 0 J THJA-26. 9100 • 4095 i W 32 3 X 8.NOP 0 - - .• _ - - E7 . in m' m m m m. m E7 a a :.a 0- a a" .D- " CAUTIONIII- DO NOT. .ATTEMPT TO --ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS'AND BSCI-B1 SUMMARY. SHEETS. - ALL PERMANENT BRACING -MUST BE IN PLACE PRIOR TO LOADING TRUSSES. : (to.' SHEATHING; SHINGLES,'ETC.) ALL INTERIOR BEARING' WALLS MUST. -BE " IN ' PLACE PRIOR TO INSTALLING TRUSSES. REFER TO. FINAL .ENGINEERING SHEETS FOR THE FOLLOWING. _ 1) NUMBER OF' GIRDER PLIES AND NAIUNG'SCHEDULE 2) BEARING BLOCK REQUIREMENTS: 3) SCAB DETAILS (IF REOUIRED) 4) UPLIFT AND GRAVITY REACTIONS. - WARNING . - - Backcharges"Will Not Be Accepted . .Regardless of Fault Without Prior. Notification -By Customer Within 48 Hours.AnC Investigation By . Builders First Source.' NO EXECPTIONS.. - The General Contraetorls Respon.s a For All Connections' Other Than Truss- . to Truss, Gable Shear Wall; And Connections. Temporaryand Permanent Braeing, And Ceiling And Roof DiaphrsgmConnecticns. - . ROOF PITCH;. • 6112 :CEILING PITCH: 0112 . . TOP CHORD SIZE:. '2 X4 BOTTOM CHORD SIZE:. 2 X 4 :OVERHANG LENGTH:' 16" END CUT: Plumb CANTILEVER ' :TRUSS SPACING: 2,V BUILDING CODE:. FBC2017 BEARING HEIGHT SCHI E7 .. Legend E7 Bearing wall Hatch 0 2-0 r00 8' O'.aff 1 : c Ilin .. requl un er .A O6-A09T. , m E7V .. o g o 0 y 0 N N o N . 0 "N� 0 .o- . 112 Vault , EN '2-0-0N T-1 Renewedand .App[aeed ❑IievLs<a1dResobmit C1 . E7VA z-o -oo ❑ Reviewed wiahNotations. ❑No'tgeviexee(sweaplaoatioa) "T .. ' . - .. 12' : o. V ul - - '. 2-0 -00. Couttaogl�.mmmenMi 2&mcquTmoAsubmiffalsorstmpdmv&gsdaMtHsievmwdo 7 ODi [lJIM COffiador from ComptiaeCe With ICIm-Meals Of,tlle dlmop pd spedfitatiovs. . - - " .. .. S e review. of geucal confm®ace'witb me'ooncapt Of the ploject and . .:. _ -' .. B - . - . " .• _ ? • z-o -00 ,. g�•l'comphanace With the. mfmm hm given in the commact doamicnts The cma ictsr_' is " .' .' ' - "T T " .. .� for txtofmomgand-ooite]atrDg att gaaOtitt rCSpa dlmmstmL� SAt�" . .. ' ' .. D01 S. '^ - " �� and of o�strmi o; coorrEoatiag wmk with tint otag atba bades .. . -'B10 .. _ ... - .• .. .. - 2-D 00' pelfDrmmgbisr wadCmoasa$aDdsatisfattmy—oer - . _ D01 . - FD5 ENGINEERING ASSOCIATES' . . - - - 809 - - - _ 10-04-00 - . 6r09-00 : : 14-04-00 - 2-0 -00. _ . Due: G3274MO. - By o - - - - B08 .. .. .. " - . - - - - 01 • .. .. .. 2-0 =00 o SnbmithlNo.: - . Project No_ 200.3i02 "Project I. Toms v " - : o PmjectName:' Adams H®�-FGrtW610c = Wattistone Lot 30 Bk 2 .. _ D01 - - : B07 - _ m 2-0 00 VERIFY ALL DIMENSIONS AND CERIN6 CONDITIONS PRIOR TO APPROVAL SOME CFAING FRAMOKi REDURED IN RE BY BIAIDER. MAIN WIND FORCE RESISTING SYSTEMIC-e HYBRID WIND A3CE74a IMPORTANT ENCL03ED EAPOSUtE CATEGORY C OCCU CYCATEGORY.N This Drawing Must Be, Approved And WIN LOAD IU MPH . WIND IMPORTANCE FACTOR I= Returned Before Fabrication.Will TRUSSES NAVE BEEN DESIOMI) FOR A 10.0 MF BOTTOM CHORD LIVE LOAD Begin: For Your Protection Check All NONCONCBRRENr VMN ANY OPEN LIVE LOADS Dimansion3 And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING - FLOOR LOADING- _ NOTES'AND DIMENSIONS HAVE TCLL• 20 PSF TCLL- 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TCDL• 10 PSF BCDL• 10 PSF BCDL: 6 PSF Ey Date TOTAL* 37 PSF TOTAL: 65 PSF_ DURATION: 1.25 DURATION: 1.60 BUILDER:. Adams Homes PROJECT: . In9 @ .am y. BLOCK MODEL: , 2508 C/CR.3CG ADDRESS: ' 8112'AMALFICIR LOT'/BLOCK, '- 20-2' .'. $UBDMSIONs WATERSTONE CITY:. 'PT PIERCE - DRAWN By. K SANCHEZ - JOB IV: . -- - - - 2349429 DATE: 04dfl/2020 I SCALE: ' .. NTS PLAN DATE: 2020- - REVISIONS: .. 3. - 4. \Bu7ders 6 FrstSoume 4408 Airport Road. Plant City, FL 33563 Rh. (813)305-1300 Fax(813) 305-1301 ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Mik Te RE: 2349429 - LOT 30-2 WATERSTONE MiTek USA, Inc. Site Information: 6904 Parke East Blvd CEViEO Customer Info: Adams Homes Port St Lucie Project Name: 2349429 Model: 2508 -&T8a, FL 33610-419 VA 30/2 Subdivision: Waterstone-St Lucie County V`0 ear Address: 8112 Amalfi Circle, . a� m City: Fort Pierce State: FL pec St vUU co��rl Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design_ Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 46 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T20299089 A01 5/26/20 15 T20299103 A13 5/26/20 2 T20299090 A01A 5/26/20 16 T20299104 A14 5/26/20 3 T20299091 A01 B 5/26/20 17 T20299105 A15 5/26/20 4 T20299092 A02 5/26/20 18 T20299106 A16 5/26/20 5 T20299093 A03 5/26/20 19 T20299107 A17 5/26/20 6 T20299094 A04 5/26/20 20 T20299108 B03 5/26/20 7 T20299095 A05 5/26/20 21 T20299109 B04 5/26/20 8 T20299096 A06 5/26/20 22 T20299110 B05 5/26/20 9 T20299097 A07C 5/26/20 23 T20299111 B06 5/26/20 10 T20299098 A08C 5/26/20 24 T20299112 B07 5/26/20 11 T20299099 A09C 5/26/20 25 T20299113 B08 5/26/20 12 T20299100 A10 5/26/20 26 T20299114 B09 5/26/20 13 T20299101 All 5/26/20 27 T20299115 B10 5/26/20 14 T20299102 Al2 5/26/20 28 T20299116 Bll 5/26/20 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are -not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No, 938;0` =S_TXTl=< MF- �Y Albani, Thomas 1 of 2 wig MiTe-k 0 RE: 2349429 - LOT 30-2 WATERSTONE Site Information: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Adams Homes Port St Lucie Project Name: 2349429 Model: 2508 C 3C Lot/Block: 30/2 Subdivision: Waterstone-St Lucie County Address: 8112 Amalfi Circle,. City: Fort Pierce State: FL No. Seal# Truss Name Date 29 T20299117 B12 5/26/20 30 T20299118 C1 5126/20 31 T20299119 C3 5/26/20 32 T20299120 C5 5/26/20 33 T20299121 D01 5/26/20 34 T20299122 D01S 5/26/20 35 T20299123 D02 5/26/20 36 T20299124 E7 5/26/20 37 T20299125 EN 5/26/20 38 T20299126 E7VA 5/26/20 39 T20299127 E7VB 5/26/20 40 T20299128 E7VC 5/26/20 41 T20299129 F01 5/26/20 42 T20299130 H7 5/26/20 43 T20299131 H17 5/26/20 44 T20299132 PB1 5/26/20 45 T20299133 PB2 5/26/20 46 T20299134 PB3 5/26/20 2 of 2 Job Truss Truss Type Qty Ply LOT 30-2 WATERSTONE T20299089 2349429 A01 SPECIAL 5 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:18:42 2020 Page 1 ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-3d6mY6rcKil?fg5tyzAwBILrB_Bzf?aprf9BxozCb9R as-o-o 4.D0 -7 14Hb8 1-08-0 a1a12a715 aG7-0 as2-05-1-7 440 1.. 4-85 0-0- 2 1.4-0 Scale=1:88.1 4x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ` BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 5x6 = 3x6 = 5x6 = 6.00 12 6 30 731 3233 8 21 Zu ...... - 6x8 = SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 3x8 = 3x8 = 11 T 12 IT d IN0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TC 0.61 Vert(LL) 0.33 21-24 >317 240 MT20 244/190 BC 0.87 Vert(CT)-0.4213-15 >999 180 WB 0.57 Horz(CT) 0.07 11 n/a n/a Matrix=AS Weight: 268 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 4-4-0 oc bracing: 19-21 WEBS 1 Row at midpt 7-17, 7-15, 9-15 REACTIONS. (size) 2=0-8-0, 11=0-7-4, 21=0-3-8 Max Horz 2=419(LC 11) Max Uplift 2=-535(LC 12), 11=-915(LC 12), 21=-1097(LC 12) Max Grav 2=393(LC 21), 11=1556(LC 18), 21=1865(LC 17) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-300/541, 3-4=-224/478, 4-5=-1193/994, 5-6=-1629/1303, 6-7=-1397/1277, 7-8=-1668/1372, 8-9=-1900/1409, 9-10=-2674/1682, 10-11=-2915/1820 BOT CHORD 2-21=-462/233,,19-21=-1739/771, 4-19=-1746/759, 17-18=-778/1447, 15-17=-758/1589, 13-15=-1179/2056, 11-13=-1509/2556 WEBS 4-18=-468/1416, 6-17=-266/522, 7-17=-424/288, 8-15=-314/559, 9-15=-711/568, 9-13=-116/476, 10-13=-340/364, 5-18=-757/447, 3-21=-273/422 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 48-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 535 lb uplift at joint 2, 915 lb uplift at joint 11 and 1097 lb uplift at joint 21. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ?homas 4 Al6ant PE No:39380_ MlTek'US . , In a; P,L'Cert 6834: -6904 Parke East'Blvd..Tampa FL.33810 Date:' May 26,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and 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 4 y Job Truss Truss Type city Ply LOT 30-2 WATERSTONE T20299090 2349429 A01A SPECIAL 1 1 Job Reference (optional) �,uuucia nimoumw lnain.,uy, naui "ay, r�-ooaor, 8.Z4u s Mar a zuzu MI I eK mOusines, Inc. Iue May Zb IS:l8:4J ZUZu Hage 1 ID:? 1 YDfitmYJ1 NmupVDA3te2z4H2S-Xpg81SsF509rG_g3Vhh9k WUOhO WdOLRy4JulUEzCb9Q 1-0-0 6-1-8 72-1 9-7-11 14.11-8 21-0-0 25-4-0 29.8-0 358-8 41-10-15 46-7-0 8-0-0 -0-0 5-3-12 6-0-8 44-0 41-0 6-0-8 6-2-7 4-8-5 -0-12 5x6 = 3x6 = 5x6 = 6.00 12 8 32 933 3435 10 3x6 i 31 7 5x8 6 5 3x4 11 2x4 Q 4 1.5x8 STP = 30 3 1 2 4x6 = 20 38 39 19 18 40 23 22 3x6 = 3x8 = 3x8 = 4x6 = 6x8 = Scale=1:88.0 36 3x6 11 5x6 12 1.5x8 STP = 37 13 °' 14 IT 0 0 41 17 16 42 43 15 4 3x8 =3x8 MT20HS = 3x6 = 46 = 7-2-12 i 6-1-8 6�r8 12-1.7 21-0-0 29-B-0 38-7-11 48-7-0 6-1-8 0- -0 4-1 -11 8-10-9 8-8-0 8-11-11 7-11-9 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.26 15-17 >999 240 TCDL 7.0 LumberDOL 1.25 BC 0.90 Vert(CT) -0.48 15-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.12 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 4-23: 2x4 SP No.3 WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 13=0-7-4, 23=0-4-0 Max Horz 2=419(LC 11) Max Uplift 2=-379(LC 12), 13=-968(LC 12), 23=-1083(LC 12) Max Grav 2=274(LC 21), 13=1644(LC 18), 23=1889(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-277/404, 3-4=-300/459, 4-6=-211/348, 6-7=-2170/1486, 7-8=-1959/1467, 8-9=-1710/1426, 9-1 0=-1 836/1468, 10-11=-2087/1516, 11-12=-2838/1775, 12-13=-3068/1906 BOT CHORD 2-23=-264/119, 21-23=-1830/951, 4-21=-252/201, 20-21=-995/1915, 18-20=-1060/2133, 17-18=-880/1880, 15-17=-1270/2215, 13-15=-158212685 WEBS 7-18=-378/395, 8-18=-334/650, 9-18=-343/229, 10-17=-362/661, 11-17=-701/562, 11 -1 5=-1 00/453, 12-15=-316/348, 3-23=-164/280, 6-20=-11/332, 6-21=-2463/1248 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 270 lb FT = 20 Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 4-0-0 oc bracing: 21-23 1 Row at midpt 7-18, 9-18, 9-17, 11-17 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 48-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 379 lb uplift at joint 2, 968 Ito uplift at joint 13 and 1083 lb uplift atjoint 23. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. c? 0 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas 4 Al6anl PE No: 066 MlTtik USA; Ihe.� EL Cert 6634. •6904 Parke.East Blvd. Tampa F1- 33610 Date: May 26,2020 ® WARNING - 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 chard members only. Additional temporary and permanent bracing T ek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the M i i fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 30-2 WATERSTONE T20299091 2349429 A01B HIP 1 1 Job Reference c tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:18:45 2020 Page 1 ID:YuAUBcdPWCx6RhnNP_DwTzU6L_ TCnuABtVddPZWHgRd6jepxzMyCDFsG4FYdNsY7zCb9O -1-4- 4-3-6 8-0-5 14-6-3 21-0-0 25-4-0 29-8.0 35-1-14 40-7-11 46-7.4 8-0- -4-0 4-3-6 3-8-15 6-5-13 6-5-13 4-4-0 4-4-0 5-5-14 5-5-14 5-11-9 1-4-1 �1 d 4x6 = 20 6x8 = 5x6 = 3x6 = 5x6 = Ann F1_9 - 6 2930 7 3132 8 3xB = 3x8 MT20HS = Scale=1:84.6 14-6-3 21-0-0 I 77 29-8-0 37-10-12 46-7-4 7-6-15 0-�-6 6-5-13 6-5-13 8-8-0 8-2-12 8-8-8 Plate Offsets (X,Y)-- [4:0-3-0,0-3-01, [6:0-4-0,0-2-81, [8:0-3-0,0-2-01, [10:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.24 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.42 15-17 >999 180 MT20HS 187/143 BCLL 0.0 * Rep Stress [nor YES WB 0.84 Horz(CT) 0.08 11 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 274lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 4-20: 2x4 SP No.3 WEBS 1 Row at midpt 4-18, 5-17, 7-17, 7-15 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 20=0-5-0, 11=0-7-4 Max Horz 2=419(LC 11) Max Uplift 2=-221(LC 12), 20=-1040(LC 12), 11=-915(LC 12) Max Grav 2=277(LC 21), 20=1986(LC 17), 11=1552(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-243/268, 3-4=-297/662, 4-5=-1630/1176, 5-6=-1654/1319, 6-7=-1409/1303, 7-8=-1655/1403, 8-9=-187911448, 9-10=-2593/1726, 10-11=-2793/1799 BOT CHORD 19-20=-1842/1222, 4-19=-1772/1257, 18-19=-401/324, 17-18=-770/1548, 15-17=-764/1614, 13-1 5=-1 171/1983, 11-13=-1464/2427 WEBS 3-19=-519/384, 4-18=-112011769, 5-18=-415/414, 6-17=-252/504, 7-17=-434/320, 8-15=-334/569, 9-15=-677/579, 9-13=-170/509, 10-13=-332/349 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 21-0-0, Extedor(2) 21-0-0 to 26-7-14, Interior(1) 26-7-14 to 29-8-0, Exterior(2) 29-8-0 to 35-1-14, Interior(1) 35-1-14 to 48-0-0 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. This Item has been 4) All plates are MT20 plates unless otherwise indicated. electronically Signed and 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. * sealed by Albani, Thomas, PE 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-6 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 221 lb uplift at joint 2, 1040 lb uplift at Printed copies of this joint 20 and 915 lb uplift at joint 11. document are not considered 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum signed and sealed and the sheetrock be applied directly to the bottom chord. signature must be verified on any electronic copies. Thomas A: A1138ni PE N6.39389 MITek IJSA one, FL Cert 6834; 4904 Pattie East Blvd., Tampa FL. �3610 Daiei- May 26,2020 ® WARNING --Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTeW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 30-2 WATERSTQNE T20299092 2349429 A02 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:18:47 2020 Page 1 ID.?1 YDfItmYJ1 NmupVDA3te2z4H2S-Qbvfbgvl9FgHlb_gkXm6uM3fq?wFKBiY?xsyd?zCb9M -1�-0� 8-11-0 13-0-4 21-0-0 25-0-0 29-8-0 37-7-12 45-7-8 4-0 8-11-0 4-1-4 7-11-12 4 4-0 4 4-0 7-11-12 7-11-12 6.00 12 18 'I 4x6 = 6x12 MT20HS II 8-9-0 8-111-0 154-5 5x8 = 2x4 11 5x8 = 28 6 2930 7 3x8 MT20HS = 45-7-8 Scale = 1:84.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.40 18-21 >261 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.32 18-21 >331 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.77 Horz(CT) 0.09 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight:2481b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 7-8,8-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 *Except* 4-6-0 cc bracing: 16-18 14-16,12-14: 2x4 SP M 31 WEBS 1 Row at midpt 4-16, 5-15, 6-13, 7-13 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-11-12 REACTIONS. (size) 2=0-8-0, 18=0-3-8, 10=0-3-0 Max Horz 2=403(LC 11) Max Uplift 2=-453(LC 12), 18=-1173(LC 12), 10=-764(LC 12) Max Grav 2=363(LC 21), 18=1864(LC 17), 10=1461(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-258/468, 3-4=-189/458, 4-5=-1520/1194, 5-6=-159811276, 6-7=-1598/1276, 7-8=-2260/1557, 8-10=-2392/1532 BOT CHORD 16-18=-1880/1099, 3-16=-337/415, 15-16=-709/1228, 13-15=-687/1440, 11-13=-766/1488, 10-11=-1194/2035 WEBS 4-16=-2052/1012, 4-15=0/427, 5-13=-171/602, 7-13=-99/282, 7-11=-378/706, 8-11=-390/496 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 453 lb uplift at joint 2, 1173 lb uplift at joint 18 and 764 lb uplift at joint 10. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thbmae A Altiani PE N0393611 Mi7eKU$A,-,.th ,FCCeit.6634; 6904 Parke East Blyd. Tampa FL.33.610 Dater May 26,2020 ® WARNING -Verily design parameters and READ NOTES ON, THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 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 property Incorporate this design into the overall p A building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 'yi�Tek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI 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 Jab Truss Truss Type Qty Ply LOT 30-2 WATERSTONE T20299093 2349429 A03 SPECIAL 1 1 Job Reference (optional) tSunuers rlrsioource trlarlt uny, r-L), mant uny, M - b6a0f, C.z4u s Mary ZUZU MI I eK Incustr es, Inc. I ue May Zl1 10:16:46 ZUZU rage l ID:?1 YDfItmYJ 1 NmupVDA3te2z4H2S-unT1 p9wNwYo8NIZOIEHLRZbrKPFg3gghEbcW9SzCb9L 1L4-0 8-11-0 12-11-10 19-0.0 25-4-0 31-8-0 37-8-6 45-7-8 �-4-0' 8-11-0 4-0-10 6-0-6 6-4-0 6 4-0 6-0-6 7-11-2 aI O 4x6 = 6x8 II 6.00 12 5x6 = 2x4 II 5 28 2930 6 31 25-4-0 35-0-8 5x6 = 7 Scale=1:84.3 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.76 BC 0.77 WB 0.66 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud 0.36 18-25 >292 240 0.28 18-25 >372 180 0.09 10 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 245 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied. 7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 'Except` 5-4-0 oc bracing: 16-18 2-17: 2x4 SP No.2, 3-18: 2x6 SP No.2 WEBS 1 Row at midpt 4-16, 5-15 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-11-12 REACTIONS. (size) 10=0-3-0, 2=0-8-0, 18=0-3-8 Max Horz 2=448(LC 11) Max Uplift 10=-757(LC 12), 2=-40.4(LC 12), 18=-1224(LC 12) Max Grav 10=1433(LC 18), 2=329(LC 21), 18=1843(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-215/401, 3-4=-133/501, 4-5=-1465/1117, 5-6=-1749/1371, 6-7=-1749/1371, 7-8=-2169/1500, 8-10=-2321/1511 BOT CHORD 2-18=-290/53, 16-18=-1860/1208, 3-16=-336/390, 15-16=-610/1136, 13-15=-698/1406, 11-13=-857/1564, 10-11=-1181/1968 WEBS 4-16=-2025/1196, 4-15=-76/479, 5-13=-354/714, 6-13=-373/410, 7-13=-122/333, 7-11=-257/582, 8-11=-320/425 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Extedor(2) 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 31-8-0, Exterior(2) 31-8-0 to 35-8-0, Interior(1) 35-8-0 to 45-7-8 zone; porch left exposed;C-C for This item has been members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. Sealed by Albanl, Thomas, PE 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 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 Printed copies of this will fit between the bottom chord and any other members, with BCDL = 10.Opsf. document are not Considered 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 757 lb uplift at joint 10, 404 lb uplift at signed and sealed and the joint 2 and 1224 lb uplift at joint 18. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum signature must be verified sheetrock be applied directly to the bottom chord. on any electronic Copies. ihoma9ASAfSahiPE N6.39366 fAITek'IJSA,..Inc;_FL'Ceit 6634 6904 Parke.East BiveL Tampa FL,33610 Date; May 26,2020 ® WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERk-NCE 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 MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf Quality Criferla, DSB-89 and SCSI 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 LOT 30-2 WATERSTONE T20299094 2349429 A04 SPECIAL 1 1 Job Reference o tional ouou— rubiouu— tnanr �ity, rll, morn uly, rL - 00001, o.z4u 5 Mar y xuzu MI I eK Inaustrles, Inc. I ue May 261b:18:bU 2UZU Hage 1 ID.?1YDfltmYJINmupVDA3te2z4H2S-gAbnDrxeSA2sc2iPQfJpW h8tDwsXfg_hu5cDKzCb9J 1-4-0 8-11-0 12-6-5 17-0-0 22-2-12 28-5 4 33-8-0 38-3-8 45-7-8 -4-03-7-5 4-5-11 5-2-12 5-2-12 4 Scale=1:83.9 6.00 12 5x6 = 3x6 = 5x6 = 5x6 = 5 30 6 3132 7 33 834 35 5x6 i • 3x6 429 9 5x6 11 3 36 46 10 1.5x8 STP = 11 r- 28 I� 8 Iio 1 2 5x6 = 17 3716 38 15 39 40 14 13 12 1N 0 19 3x8 3x8 MT20HS = 3x6 = 3x8 = 2x4 II 5x8 I 20 3x8 = 4x6 = 6x12 MT20HS I 8-9-0 8-1;1-0 17-0-0 25-4-0 33-8-0 38-3-8 45-7-8 8-9-0 0-�''-0 8-1-0 8-4-0 8-4-0 4-7-7 7-4-0 Plate Offsets (X,Y)— [3:0-3-10,Edge], [4:0-3-0,0-3-0], [5:0-3-0 0-2-0], [7:0-3-0 0-3-0], [8:0-3-0,0-2-0], [11:0-6-0 0-0-6] [14:0-3-4 0-1-8] [20:0-3-8 Ed e] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.44 20-27 >241 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.86 Vert(CT) 0.34 20-27 >309 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.10 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 249 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 4-1-0 cc bracing: 18-20 SLIDER Right 2x6 SP No.2 1-11-12 WEBS 1 Row at midpt 4-18, 6-17, 7-13 REACTIONS. (size) 11=0-3-0, 2=0-8-0, 20=0-3-8 Max Horz 2=321(LC 11) Max Uplift 11=-764(LC 12), 2=-452(LC 12), 20=-1174(LC 12) Max Grav 11=1390(LC 18), 2=345(LC 21), 20=1778(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD 2-3=-161/410, 3-4=-81/369, 4-5=-1507/1204, 5-6=-131211174, 6-7=-1909/1492, 7-8=-1763/1406, 8-9=-1982/1466, 9-11=-2228/1530 BOT CHORD 18-20=-179811146, 3-18=-413/503, 17-18=-660/968, 15-17=-1051/1750, 13-1 5=-1 138/1884, 12-13=-1207/1889, 11-12=-1207/1889 WEBS 4-18=-1741/946, 4-17=-156/526, 5-1.7=-223/464, 6-17=-780/542, 6-15=-53/378, 7-13=-423/308,8-13=-377/618,9-13=-308/314 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2) 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Exterior(2) 33-8-0 to 37-8-0, Interior(1) 37-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 764 lb uplift at joint 11, 452 lb uplift at joint 2 and 1174 lb uplift at joint 20. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document ate not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A; A_ tbani PE No:393SO ,MITek`USA, Inc, FL CerC8634, .:69Q4 Parke East 81 d..Tampa FL.33610 Date: May 26,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev, 1010312015 BEFORE USE. Design valid for use only with Mi rek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 1 Job Truss Truss Type Qty Ply LOT 30-2 WATERSTONE T20299095 2349429 A05 SPECIAL 1 1 Job Reference o tional ouuueia niarouwce tnarn'.'y, r'1, Hour ­Ly, - 0000r, o.G4u s Mar a ZUZU MI I eK mcusines, Inc. I us May z6 1o:1tf:Oz zuzu rage 1 I D:?1 YDfltmYJ 1 NmupVDA3te2z4H2S-mYiYeXzu_n IarMsoX4LHbPm W90ac?RiH9CajlDzCb9H 1-4-0 5-8-2 8-11-8 15-0-0 21-10-7 29-4-4 35-8-0 40-11-3 45-7-8 -4-0 5-8-2 3-3 6-10-7 7-5-13 6-3-12 5-3-2 4-8-5 6.00 12 5x6 i 28 4 2x4 3 1.5x8 STP = 27 1 2 5x6 = 0 19 18 4x6 = 6x8 = 5x8 = 5x6 = 5 29 30 6 31 36 37 16 15 3839 3x6 = 3x8 MT20HS = 8-9-0 8-1,1-8 17-3-2 3x6 = 5x6 = 7 32 33 8 14 40 41 13 12 3x6 = 3x8 = 3x8 MT20HS = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) TCDL 7.0 LumberDOL 1.25 BC 0.91 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) BCDL 10.0 Code FBC2017/TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 SLIDER Right 2x6 SP M 26 2-6-0 WEBS REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8 Max Horz 2=280(LC 11) Max Uplift 11=-773(LC 12), 2=-497(LC 12), 19=-1122(LC 12) Max Grav 11=1379(LC 18), 2=387(LC 21), 19=1746(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-270/480, 3-4=-80/335, 4-5=-157/523, 5-6=-157311322, 6-7=-2263/1726, 7-8=-1869/1474, 8-9=-2081/1510, 9-11=-2214/1629 BOT CHORD 2-19=-472/215, 17-19=-1626/877, 4-17=-349/383, 16-17=-820/1278, 14-16=-1348/2075, 12-14=-1432/2241, 11-12=-1311/1885 WEBS 5-17=-1766/803, 5-16=-408/946, 6-16=-824/641, 6-14=-30/333, 7-12=-648/473, 8-12=-302/594, 3-19=-265/410 Scale=1:83.9 34 2x4 i 9 35 46 10 rr 0 11 �� 0 0 0 IN 5x8 11 in (loc) I/defl L/d PLATES GRIP 0.3419-26 >311 240 MT20 244/190 -0.4412-14 >996 180 MT20HS 187/143 0.09 11 n/a n/a Weight: 240 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 4-6-0 oc bracing: 17-19 1 Row at midpt 5-17, 7-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Exterior(2) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent waterponding. 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 773 lb uplift at joint 11, 497 lb uplift at joint 2 and 1122 lb uplift at joint 19. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ?homas k A14aniPE N0.39360_ Mtzlk IJSAInc,FiL`Cett 6634. 6904 Packe.East Blvd,.Tampa FLA 616' `Date: May 26,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 111II.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 ANSI/TPH 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 LOT 30-2 WATERSTONE T20299096 2349429 A06 HIP 1 1 Job Reference (optional) tsunaers rlrsioource irlam tarty, rLJ, rlani tarty, rL - 330bt, ts.24u s mar u zuzu MI I eK Inaustrles, Inc. I ue may zb iond:o3 zuzu rage 1 ID:?lYDfltmYJ1 NmupVDA3te2z4H2S-ElGwst_Wl5QRTWR_5ntW8dJieQyBkuGQNsJHgfzCb9G -,1-4-q 6-9-4 13-0-0 17-0-0 23-9-3 30-7-5 37-8-0 42-0-0 !11-11.-550-8-0 t-4-0' 6-9-3 ' 6-10-2 7-0-11 4-4-0 4-1-5 4-6-11 6.00 12 5x8 = 3x4 11 5 6 32 a„n i- 4x6 = 3x6 = 3x8 = 5x6 = 7 33 8 9 34 10 23 22 21 20 19 3xti = 3x8 = 3x8 = 5x8 = 3x4 II 4x6 4x6 = 2x4 II 3.00 112 42-0.0 Scale=1:93.6 T 0 TP = o 0 13 Iq N 0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.66 BC 0.82 WB 0.89 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d 0.28 19 >999 240 -0.58 17-18 >780 180 0.12 15 n/a n/a PLATES GRIP MT20 244/190 Weight: 270 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 6-20: 2x4 SP No.3, 16-18: 2x4 SP No.1 10-0-0 oc bracing: 18-20 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 9-15 REACTIONS. (size) 13=0-8-0, 2=0-8-0, 15=0-3-8 Max Horz 2=289(LC 11) Max Uplift 13=-157(LC 21), 2=-805(LC 12), 15=-1379(LC 12) Max Grav 13=149(LC 11), 2=1341(LC 21), 15=2501(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2390/1595, 3-5=-1839/1331, 5-6=-2399/1699, 6-7=-2432/1716, 7-9=-1532/1021, 9-10=-704/1266, 10-11=-850/1442, 11-12=-793/1208, 12-13=-290/880 BOT CHORD 2-23=-1337/2161, 21-23=-1337/2161, 6-18=-304/366, 17-18=-1002/2019, 15-17=-274/876, 14-15=-1077/956, 13-14=-781/303 WEBS 3-23=0/275, 3-21=-661/555, 5-21=-460/234, 18-21=-891/1783, 5-18=-647/1303, 7-18=-308/571, 7-17=-846/729, 9-17=-558/1127, 9-15=-2348/1665, 10-15=-928/741, 11 -1 5=-384/343, 12-14=-683/740 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 37-8-0, Extefior(2) 37-8-0 to 43-3-14, Intedor(1) 43-3-14 to 50-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 3) Provide adequate drainage to prevent water ponding. electronically signed and 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This sealed by Albani, Thomas, PE 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. using a Digital Signature. 6) Bearing atjoint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Printed copies of this capacity of bearing surface. document are not considered 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 157 lb uplift at joint 13, 805 lb uplift at signed and sealed and the joint 2 and 1379 lb uplift atjoint 15. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum signature must be verified sheetrock be applied directly to the bottom chord. on any electronic Copies. Thbmas.A:Al6ant PE No.39980 MITekUSA Inc;FL Cei( 6634, . ,. :6904,Parke.East Blyd. Tampa FL.39690 "Date+� May 26,2020 ® WARNING - Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mi fek® connectors. This design is based only upon parametersshown, 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 iVliTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and SCSI 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 LOT 30-2 WATERSTONE T20299097 2349429 A07C SPECIAL 1 1 Jab Reference (optional) Builders Flrstbource (Nlant City, FL), I'lant City, I-L - 33b67, d.24u 5 Mar 9 2uzu MI I eK Industries, Inc. t ue May Zb 1b:18:bb zuzu rage 1 ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-B7OgHZ?mHig9igbMCCv_D202CEdDCo3jrAoNvYzCb9E -1-4-0 6-4-0 11-0-0 15-10-13 19-4-9 23-11-8 32-0-2 42-0-0 45-10-12 50-8-0 -4-0 61-4 4-7-12 4-10-13 3-5-12 4-6-15 8-0-10 9-11-14 3-10-12 4-9-4 5x6 = 3x6 3x6 3x6 = 5x8 = 5x6 = 2x4 II 3x4 II = = 6.00 12 4 275 6 28 7 8 29 9 10 30 31 11 21 20 19 32 33 18 34 17 16 35 36 15 4x6 = 2x4 11 3x8 = 3x6 = 3x8 MT20HS =3x6 = 6x8 = 3x8 = 3.00 12 Scale = 1:91.9 12 1.5x8 STP = 3x6 IQ N 11-0-0 19-4-9 28-6-7 36-10-0 36-11-0 42-0-0 50-8-0 6 4 4 4-7-12 8 4-9 9-1-14 8-3-9 0- -0 5-1-0 8-8-0 Plate Offsets (X,Y)— [4:0-3-0,0-2-01, [6:0-4-0,0-3-01, [8:0-3-0,0-3-01, [15:0-3-8,0-3-01 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 0.65 Vert(LL) 0.25 18-20 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.85 Vert(CT)-0.3918-20 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.11 15 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 284 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. Except: 8-15: 2x4 SP No.3 5-6-0 oc bracing: 14-15 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-15 REACTIONS. (size) 12=0-8-0, 15=0-3-8, 2=0-8-0 Max Horz 2=405(LC 12) Max Uplift 12=-281(LC 9), 15=-1125(LC 12), 2=-844(LC 12) Max Grav 12=473(LC 22), 15=1924(LC 1), 2=1455(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2613/1649, 3-4=-2209/1476, 4-5=-1960/1412, 5-6=-2250/1489, 6-7=-1531/951, 8-9=-426/232,9-10=-416/222 BOT CHORD 14-15=-670/503, 8-14=-617/515, 12-13=-255/335, 2-21 =-1 757/2352, 20-21 =-1 757/2352, 18-20=-1600/2236, 16-18=-1433/2052, 15-16=-650/964 WEBS 3-20=-497/428, 4-20=-387/767, 5-20=-556/343, 6-18=-87/315, 6-16=-853/760, 7-16=-567/1070, 7-15=-1563/1134, 8-13=-408/623, 9-13=-234/264, 10-12=-450/374 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2) 11-0-0 to 15-0-0, Interior(1) 15-0-0 to 50-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. This Item has been 4) All plates are MT20 plates unless otherwise indicated. electronically Signed and 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. `This sealed by Albani, Thomas, PE 6) truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. using a Digital Signature. 7) Bearing atjoint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Printed copies of this capacity of bearing surface. document are not considered 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 281 lb uplift at joint 12, 1125 lb uplift at SI g signed and sealed and the joint 15 and 844 lb uplift at joint 2. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum signature must be verified sheetrock be applied directly to the bottom chord. On any electronic copies. Thomas 4 Ai6arii PE No.39361) MiTeKUSA,Inc;fL'Ceit6634. 6904parke East.Bivd. Tampa FL,33610 'Date: May 26,2020 ® WARNING - 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 M7ek® 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 WOW 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 ANS1/rP/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 Qty Ply LOT 30-2 WATERSTONE T20299098 2349429 A08C SPECIAL 1 1 Job Reference (optional) tsuuuers rirstauurce triani L'ny, r-Li, runt Lary, rL - 3d00f, 6.24u s mar u zuzu mi I eK maUStries, Inc. I ue may zb 10:16:bb 2u2U Hage 1 ID:?l YDfitmYJ 1 NmupVDA3te2z4H2S-fJy2UvOO10o?KzAZmwQDIFxDyeyGxH6t4gYxR_zCb9D 18-8-1 -i1-4-11 6-3'4 , 9-0-0 16-0-11 16-A-0 2&0.0 29-11-5 37-0-0 42-0.0 46-8-4 50.8-0 1 a-0' 6-3-0 2-8-12 7-0-11 0_V5 4-3-15 6-11-5 7-0-11 5 0-0 4-5-4 4-2-12 2-4-1 Scale = 1:91.9 5x6 = 5x6 = 5x6 = 2x4 II 3x4 II 6.00 12 3x6 = 3x6 = 3x6 = '),ra \ 4 27 28 5 6 29 30 7 8 31 9 10 32 11 21 20 19 18 17 4x6 = 3x8 MT20HS = 3x6 = 3x6 = 3x8 = 3x8 MT20HS = JG N 16 15 12 6x8 = 3.00 12 1.5x8 STP = 3x6 37-M 42-M 50-8-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 CSI. TC 0.65 BC 0.93 WB 0.76 Matrix -AS DEFL. in (loc) I/defl Lid Vert(LL) 0.32 19 >999 240 Vert(CT) -0.49 19-21 >910 180 Horz(CT) 0.13 16 n/a n/a PLATES GRIP MT20 . 244/190 MT20HS 187/143 Weight: 265 to FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-20: 2x4 SP No.1, 8-16: 2x4 SP No.3 4-6-0 oc bracing: 14-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-21, 7-16 REACTIONS. (size) 12=0-8-0, 2=0-8-0, 16=0-3-8 Max Horz 2=343(LC 12) Max Uplift 12=-267(LC 9), 2=-849(LC 12), 16=-1131(LC 12) Max Grav 12=460(LC 1), 2=1420(LC 1), 16=1936(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2519/1690, 3-4=-2326/1597, 4-5=-2069/1494, 5-6=-2688/1792, 6-7=-2018/1271, 8-9=-544/272,9-10=-531/258 BOT CHORD 2-21=-1728/2210, 19-21=-1896/2686, 18-19=-1726/2529, 16-18=-1058/1599, 14-16=-746/598, 8-14=-691/606, 12-13=-284/372 WEBS 3-21=-299/358, 4-21=-421/788, 5-21=-739/525, 6-19=-96/272, 6-18=-742/659, 7-18=-429/843, 9-13=-226/258, 10-.13=-19/312, 10-12=-482/406, 8-13=-499/744, 7-16=-1994/1428 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 50-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. This Item has been 3) All plates are MT20 plates unless otherwise indicated. electronically signed and 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * This sealed by Albani, Thomas, PE 5) 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. using a Digital Signature. 6) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Printed copies of this capacity of bearing surface. document are not considered 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 267 lb uplift at joint 12, 849 lb uplift at signed and sealed and the joint 2 and 1131 lb uplift at joint 16. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chard and 1/2" gypsum signature must be verified sheetrock be applied directly to the bottom chord. On any electronic copies. 1hotnasAYAlgSni.PCENo: il* MITek USA;�Inc F,L et, 6d34. 69 Farke, East Blvd, Tampa FL.33610 Date:, May 26,2020 ® WARNING - 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 parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVI iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satetyinformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply LOT 30-2 WATERSTONE T20299099 2349429 A09C SPECIAL 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 16:18:58 2020 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-bi4pval fZd2jaHKxuKShrgOYzRcOPA_9X812WszCb9B 17.0.9 1-4-0 7-0-0 12-1-2 16-0-0 1640 22-0-0 26-11-7 31-10-13 37-0-0 40-0-12 43-5-0 46-8-5 -'1-1" 3.10.14 0- 411.7 411.7 4.11-7 5-1-3 3-0-12 3-3-5 3-11-11 0-6-9 Scale = 1:91.9 6.00 12 5x6 = 5x6 = 3x8 = 5x6 = 3x4 = 5x6 = 2x4 II 3x4 II 6 3 294 5 6 30 31 7 8 9 32 10 11 12 33 13 25 24 23 22 21 20 19 18 17 _..._ 14 4x6 = 3x8 MT20HS = 2x4 11 5x6 = 6x12 MT20HS = 1.5x8 STP = 3.00 12 17-0-9 i 7.0.0 12.1.2 16-0.0 16y1r0 22-0-0 26-11-7 31-10-13 36-10.0 37-a-0 43-5-0 50-8-0 7-0.0 5-1-2 3-10.14 0-4-'l0 4-11-7 4-11-7 411-7 411-3 0- -0 6-5-0 N10 �r Plate Offsets (X,Y)— [3:0-3-0,0-2-0),[5:0-2-8,0-3-01,[8:0-3-0,0-3-0],[10:0-3-0,0-3-0),[18:0-3-8,0-3-01,[20:0-3-0,0-3-4j 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 0.75 Vert(LL) 0.57 21-22 >777 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.59 21-22 >754 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.17 18 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 541 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD - Rigid ceiling directly applied or 5-7-5 oc bracing. Except: 6-0-0 oc bracing: 16-18 REACTIONS. (size) 14=0-8-0, 2=0-8-0, 18=0-3-8 Max Horz 2=281(LC 8) Max Uplift 14=-638(LC 5), 2=-1940(LC 8), 18=-2939(LC 8) Max Grav 14=1000(LC 14), 2=3279(LC 13), 18=4885(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6577/3728, 3-4=-5942/3465, 4-5=-7925/4705, 5-6=-8627/5144, 6-7=-6449/3859, 7-8=-3433/2043, 8-9=-450/736, 9-10=-836/1298, 10-11=-1480/932, 11-12=-1448/899 BOT CHORD 2-25=-3416/5843, 24-25=-470517925, 22-24=-5144/8627, 21-22=-4860/8122, 20-21=-4860/8122, 19-20=-3834/6391, 18-19=-1994/3333, 16-18=-1831/1229, 9-16=-672/610, 15-16=-415/387, 14-15=-737/989 WEBS 3-25=-1196/2437, 4-25=-2526/1527, 4-24=-189/739, 5-24=-900/543, 6-21=0/303, 6-20=-2082/1246, 7-20=-606/1419, 7-19=-3642/2205, 8-19=-1203/2433, 8-18=-5063/3041, 10-1 6=-1 950/1339, 10-15=-611/1261, 11-15=-431/434, 12-15=-235/605, 12-14=-1227/964, 5-22=-152/340, 6-22=-367/619 NOTES- 1) 2-ply truss to be connected together with I Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 3x6 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Bearing atjoint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 638 lb uplift at joint 14, 1940 lb uplift at joint 2 and 2939 lb uplift at joint 18. 04t0fdero¢epdiplEp end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. TIh I a k Al6ani Pt No.38386 MiTeUSA; Inc.: FL; Ceit 6634 -6904 Parke. East Blvd. Tampa FL 33610 'Date:- �� ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek® Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 May 26,2020 Job Truss Truss Type Qty Ply LOT 30-2 WATERSTONE T20299099 2349429 A09C SPECIAL 1 e� L Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:18:58 2020 Page 2 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-bi4pva 1 fZd2jaHKxuKShrgOYzRcOPA_9X812 WszCb9B NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down and 391 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-13=-112(F=-58), 25-26=-20, 18-25=-42(F=-22), 17-18=-42(F=-22), 15-16=-42(F=-22), 14-15=-42(F=-22) Concentrated Loads (lb) Vert: 25=-475(F) AWARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with Mrrek® connectors. This design Is based only upon parametersshown, 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 ANS11TPiI 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 Qty Ply LOT 30-2 WATERSTONE T20299100 2349429 A10 SPECIAL 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:00 2020 Page 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-X5BZKG3v5EIRpbTK?IV9w55uvFMtt4vS—SW8alzCb99 1-04 --00 2 21-0-0 8-0 3340 38-&66 44-4-0N 6-8-4 6-1-8 4 �1 O 3x6 = 4x6 II 6.00 12 7x10 = 28 2930 6x8 = 3X4 — 14 Scale=1:79.6 2x4 II 5x8 = 3x6 II 63-8 i 6-1-8 6-an8 14-3-1221-0-0 27-3-11 33-4-0 38-3-0 444-0 6-1-8 0. -0 8-0-4 6AI 63-11 4-11-0 6-0-10 0-1-0 Plate Offsets (X,Y)— [6:0-2-12,0-3-81, [9:0-3-0,0-3-01, [15:0-2-8,0-3-01, [22:0-3-0,0-0-81 c+i �I9 N LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.18 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.25 19-20 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.10 11 . n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 291 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 4-1-0 oc bracing: 20-22 3-22,8-13: 2x4 SP No.3 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at micipt 3-19, 5-18, 6-16, 7-16 6-16: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 22=0-3-8, 11=0-3-8 Max Horz 2=388(LC 11) Max Uplift 2=-303(LC 12), 22=-1113(LC 12), 11=-773(LC 12) Max Grav 2=273(LC 21), 22=1751(LC 17), 11=1462(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-321/409, 3-5=-2129/1371, 5-6=-1799/1340, 6-7=-1573/1277, 7-8=-1997/1488, 8-9=-1988/1372, 9-1 0=-1 406/931, 10-11 =-1 402/989 BOT CHORD 20-22=-1762/1114, 3-20=-167511158, 19-20=-219/278, 18-19=-109511962, 16-18=-823/1653, 15-16=-793/1530, 8-15=-221/298 WEBS 3-19=-883/1698, 5-18=-397/344, 6-18=-136/426, 7-16=-56/296, 7-15=-319/535, 12-15=-734/1308, 9-15=-302/738, 9-12=-1033/733, 10-12=-760/1307 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2) 29-8-0 to 33-6-9, Interior(1) 33-6-9 to 44-2-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection, (by others) of truss to bearing plate capable of withstanding 303 lb uplift at joint 2, 1113 lb uplift at joint 22 and 773 lb uplift at joint 11. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A: Altiani PE N0.39380 MITeIfI' A; n1i.ELCed6634. 9.04_Parke East Blyd. Tampa FL,33610 Dater May 26,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing 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 SCSI 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 Q7tyPlyLOT 30-2 WATERSTONE T20299101 2349429 A11 SPECIAL 1 1 Job Reference (optional) ouuuers 1-Ir510ource triant ury, rLl, riant uny, rL - e6001, 8.z4u s mar a zuzu MI I ex maustries, Inc. I us may 26 Ib:19:ul Zu2U Pagel 1D:? 1 YDfItmYJ1 NmupVDA3te2z4H2S-?HlxXc4XsYQIR12WZT00SJeO7fizcVacD6Fi6BzCb98 n1-4-Oi 4-1-14 5-8-4 9-7-13 14-2-1 19-0-0 26-3-5 31-8-0 33-44 38-3-12 44-4-0 4-1-14 1-6-6 3-11-9 4-6-4 4-9-15 7-3-5 5 4-11 1-8-0 4-11-12 6-0 4 r� 0 5x8 = 2x4 11 6.00 12 7 3132 8 33 5x6 = 2x4 11 Scale = 1:80.8 25 2x4 II 3x4 = 16 as 15 14 13 3x6 — 5x8 = 2x4 II 5x8 = 3x6 II 44-4-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.95 BC 0.77 WB 0.94 Matrix -AS DEFL. in Vert(LL) 0.83 Vert(CT) -0.96 Horz(CT) 0.51 (loc) I/defl L/d 24 >638 240 24 >550 180 13 n/a n/a PLATES MT20 MT20HS Weight: 302lb GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 5-9-0 oc bracing: 23-25 4-25,19-23: 2x4 SP M 31, 10-15: 2x4 SP No.3 10-0-0 oc bracing: 15-17 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-20, 7-18 3-23: 2x4 SP M 31, 5-23: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 13=0-3-8 Max Horz 2=347(LC 11) Max Uplift 2=-1018(LC 12), 13=-907(LC 12) Max Grav 2=1772(LC 17), 13=1667(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3399/2058, 3-4=-8407/5102, 4-5=-8517/5219, 5-6=-3695/2406, 6-7=-2827/1961, 7-8=-2413/1825, 8-9=-2413/1825, 9-10=-2362/1770, 10-11=-2377/1660, 11-12=-1632/1100, 12-13=-1606/1149 BOT CHORD 2-25=-1953/3224, 23-25=-1640/2789, 22-23=-2882/4892, 21-22=-2883/4898, 20-21=-1979/3412, 18-20=-1422/2622, 17-18=-1111/2044, 10-17=-191/299 WEBS 3-25=-3945/2436, 3-23=-4401/7317, 5-23=-2320/3842, 5-22=-41/277, 5-21=-174611063, 6-21=-486/957, 6-20=-1163/814, 7-20=-515/1058,8-18=-391/445, 9-18=-476/804, 9-17=-273/502, 14-17=-890/1538, 11-17=-436/1011, 11-14=-1235/882, 12-14=-943/1557 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. This item has been 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(2) 19-0-0 to electronically signed and 23-0-0, Interior(1) 23-0-0 to 31-8-0, Exterior(2) 31-8-0 to 35-8-0, Interior(1) 35-8-0 to 44-2-4 zone;C-C for members and forces & MWFRS for sealed b Albani, Thomas, PE y reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. using a Digital Signature. 4) All plates are MT20 plates unless otherwise indicated. Printed Copies Of this 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not Considered 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 signed and sealed and the will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1018lb uplift atjoint 2 and 907 lb uplift signature must be verified at joint 13. on any electronic copies. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum `T-homas f; AltianiPE No 9380 sheetrock be applied directly to the bottom chord. MITekUSA, Inc;EL'Cettt>639, 6964 Parke East Blvd. TampafL 33610 Date: May 26,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 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 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 ANSI11-P/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 Qty Ply LOT 30-2 WATERSTONE T20299102 2349429 Al2 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:03 2020 Page 1 ID:? 1 YDfltmYJ1 NmupVDA3te2z4H2S-ygtiyl5oO9hOg2Cvgu2sYkjQcSKm4PwuhQlpB4zCb96 1-4-0 6-7-12 11-11-0 17-0-0 22�-0 28-5-0 33.8-0 38-9-0 44-4-0 -4-0 6-7-12 5-3-4 5-1-0 6-2-0 5-3-0 5-7-0 5x6 6.00 12 5x6 = 3x4 = 5x6 = 28 29 6 30 7 31 32 8 Scale=1:79.6 12-12k 21 IV 3x4 = t4 13 12 11 5x6 = 3x6 = 2x4 I 2x4 II 5x8 = 3x6 II 13-0-0 6-7-12 11-11-0 17-0.0 25-4-1 33--1 38-9-0 !!A-4-0' 6-7-12 5-3.4 5-1-0 8-4-1 8-4-0 5-1-0 5-7-0 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [5:0-3-0,0-2-0], [6:0-3-0 0-3-0] [8:0-3-0 0-2-0] [15:0-2-8,0-3-4] [19:0-7-4 0-3-4] 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 0.69 Vert(LL) 0.49 20 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 1.00 Vert(CT)-0.6316-18 >843 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.88 Horz(CT) 0.30 11 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 287 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-21,8-13: 2x4 SP No.3 10-0-0 oc bracing: 19-21, 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 19-22, 4-18, 6-18, 7-15 19-22: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=306(LC 11) Max Uplift 2=-1012(LC 12), 11=-901(LC 12) Max Grav 2=1770(LC 17), 11=1677(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3292/1998, 3-4=-4308/2744, 4-5=-3132/2118, 5-6=-2795/2006, 6-7=-2804/1995, 7-8=-2084/1544, 8-9=-2408/1660, 9-10=-1588/1071, 10-11=-1621/1151 BOT CHORD 2-22=-1869/3081, 4-19=-518/1041, 18-19=-2379/3966, 16-18=-1721/2959, 15-16=-1565/2669, 8-15=-452/827 WEBS 3-22=-1054/779, 19-22=-1970/3240, 3-19=-488/869, 4-18=-1378/947, 5-18=-603/1117, 6-18=-394/219, 7-16=-123/512, 7-15=-947/638, 9-12=-1263/900, 10-12=-959/1553, 9-15=-430/1027,12-15=-866/1485 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2) 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Exterior(2) 33-8-0 to 37-8-0, Interior(1) 37-8-0 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 1012 lb uplift atjoint 2 and 901 lb uplift at joint 11. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Ai6ant PE.No:99980 M1rekU$A, Inc_ELCert6634. 9904 Parke East:Blyd. Tampa FL.33610 bate: May 26,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 101031205 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, thebuildingdesigner 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 30-2 WATERSTONE T20299103 2349429 A13 SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:05 2020 Page 1 ID:? 1 YDfItmYJ 1 NmupVDA3te2z4H2S-u2?SNz72wnxkvMMHoJ4Kd9omXG21YHyB8kEvFyzCb94 1-4-0 6-7-12 11-11-0 1N 0 21-3-10 26-11-15 33-0-0 35-8-0 404-6 44-0-0 -4-0 6-7-12 5-3-4 3-1-0 6-3-10 5-8-5 6-0-1 2-8-0 4-8-6 3-11-11 �1 O 5x6 = 6.00 12 5x6 = 3x4 = 5 29 6 30 7 2x4 11 6xB = 31 8 9 23 22 — t5 14 13 " JO 12 3x6 = 5x6 = 2x4 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except` 4-22,8-14: 2x4 SP No.3, 18-20,16-18: 2x4 SP No.1 WEBS 2x4 SP No.3 `Except' 20-23: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 12=0-3-8 Max Horz 2=265(LC 11) Max Uplift 2=-1014(LC 12), 12=-907(LC 12) Max Grav 2=1754(LC 17), 12=1667(LC 1) 2x4 11 5x8 = Scale = 1:79.6 6x8 = CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.66 Vert(LL) 0.52 21 >999 240 MT20 244/190 BC 0.78 Vert(CT) -0.70 17-19 >756 180 WB 0.98 Horz(CT) 0.35 12 nla n/a Matrix -AS Weight: 285 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 6-0-0 oc bracing: 14-16 10-0-0 oc bracing: 20-22 WEBS 1 Row at midpt 20-23, 6-19, 7-16, 9-13, 10-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3260/2035, 3-4=-4225/2789, 4-5=-3427/2358, 5-6=-3085/2197, 6-7=-3313/2326, 7-8=-2538/1837, 8-9=-2511/1821, 9-10=-1803/1302 BOT CHORD 2-23=-1906/3023, 4-20=-551/967, 19-20=-2396/3836, 17-19=-210313405, 16-17=-1985/3198, 8-16=-248/299, 12-13=-748/1108 WEBS 3-23=-1027/799, 20-23=-2021/3164, 3-20=-486/817, 4-19=-1102/814, 5-19=-743/1283, 6-19=-572/350, 7-17=-63/399, 7-16=-934/621, 13-16=-1071/1988, 9-16=-1495/2391, 9-13=-1583/980, 10-13=-241/709, 10-12=-1827/1285 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Extedor(2) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Exterior(2) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1014 lb uplift at joint 2 and 907 lb uplift at joint 12. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Alban!, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas S: Aitienl PE Noi39980 MITek USA;;Ge; FL'Cert 6634. •6904,0aike East Blvd. Tampa FL-P610 Date: May 26,2020 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI/-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 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 andbracing of trusses and truss systems, see ANSh TPlf 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 LOT 30-2 WATERSTONE T20299104 2349429 A14 SPECIAL 1 1 Job Reference o tional tsuuaers t-Irstoource kviani Lity, rL), mani 1;8y, t-L - 3S5bf, 6.Z4U s Mar 9 ZUZU MI I etc Industries, Inc. I ue May Zb 15:19:U7 ZU20 Page 1 ID:71 YDfltmYJ 1 NmupVDA3te2z4H2S-gR6Dof8lSOBS9g Wgvj7oiaul p3ilOBAUb2jOKrzCb92 �1-4-0, 6-10-5 11-11-0 13-0-0 19-6-4 26-6-10 33-4-0 37-8-0 44-4-0 i 4-0' 6-10-5 5-0-11 }-1-0' 6-6-4 7-0-6 6-9-6 6.00 12 5x6 = 2x4 11 4 5 2x4 II 5x6 = 46 = 6x8 = 29 6 30 31 7 32 8 9 Scale=1:80.2 23 22 3x8 = 14 13 12 11 3x6 — 5x6 = 2x4 II 2x4 II 2x4 II 5x8 = 3x6 II 19-9-5 26-6-10 ,28-8-0 , 33-4-0 37-8-0 44-4-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.93 BC 0.93 WB 0.99 Matrix -AS DEFL. in (loc) I/defl L/d Vert(LL) 0.66 17-19 >798 240 Vert(CT) -0.82 19-20 >647 180 Horz(CT) 0.37 11 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 279 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied. Except: 4-22,8-13: 2x4 SP No.3 10-0-0 oc bracing: 20-22 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 9-15, 9-12, 10-12 20-23: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 15 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=264(LC 12) Max Uplift 2=-1020(LC 12), 11=-923(LC 12) Max Grav 2=1725(LC 1), 11=1640(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3215/2081,3-4=-4133/2843, 4-5=-4058/2929, 5-6=-4002/2861, 6-7=-4002/2861, 7-8=-3872/2781, 8-9=-2962/2181, 9-10=-1681/1203, 10-11=-1573/1206 BOT CHORD 2-23=-1941/2813, 19-20=-2206/3346, 17-19=-2543/3887, 16-17=-1955/2993, 15-16=-1955/2994, 8-15=-914/715 WEBS 3-23=-1014/844, 20-23=-2069/3020, 3-20=-486/852, 5-20=-789/1196, 5-19=-534/931, 6-19=-371/430, 7-17=-479/472, 8-17=-686/1084, 12-15=-940/1514, 9-15=-1499/2288, 9-12=-1250/940, 10-12=-969/1533 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Extedor(2) 13-0-0 to 17-0-0, Interior(1) 17-0-0 to 37-8-0, Exterior(2) 37-8-0 to 41-8-0, Interior(1) 41-8-0 to 44-2-4 zone;C-C for members and forces & This item has been MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. Seay led b Alban!, Thomas, PE 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 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 Printed copies Of this will fit between the bottom chord and any other members. document are not Considered 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1020 lb uplift at joint 2 and 923 lb uplift signed and sealed and the at joint 11. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum signature must be verified sheetrock be applied directly to the bottom chord. On any electronic Copies. Thdma9 4 Aibaril PENo:39380 MITekI1SA, tncrFL Celt 6634, 69D4 Parke East Blvd. Tampa F1.43610 _Dater• May 26,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.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 p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVI iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 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 LOT 30-2 WATERSTONE T20299105 2349429 A15 MONO HIP 1 1 Job Reference (optional) Cunaers rlrstbource (Fiant city, rL1, F9ant laity, rL - 33bbt, 6.240 s Mar 9 2U"2U MI I ek InaUstrles, Inc. I ue May 25 lb:19:U8 2UZU Page 1 ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-Idgb??9wDiJlmp4sTRe1 FnQGVT1 Flj?egiS7sHzCb91 14-0 6-4-4 11-0-0 16-7-12 24-0-11 31-3-5 38-8-3 44-4-0 4 0 6 4 4 4-7-12 5-7-12 7 4-15 7-2-10 7-4-15 5-7-13 5x6 = 3x4 = r— 4 5 23 Scale=1:77.3 5x6 = 5x6 = 4x6 = 2x4 II 6 24 725 8 26 9 17 16 „ 11 — ry m ov w is of uc 11 — 10 2x4 II 4x6 = 3x4 = 3x4 = 4x6 = 0 6x8 = 3x6 = 3x8 = 46 = 27-8-0 35-10.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.46 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.61 14-16 >864 180 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.19 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 244 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Raw at midpt 5-16, 7-11, 8-10 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max Horz 2=405(LC 12) Max Uplift 10=-941(LC 12), 2=-1015(LC 12) Max Grav 10=1644(LC 17), 2=1746(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3249/2165, 3-4=-2855/1975, 4-5=-2547/1865, 5-6=-3275/2238, 6-7=-3101/2078, 7-8=-2032/1329 BOT CHORD 2-17=-2238/2918, 16-17=-2238/2918, 14-16=-2247/3131, 13-14=-2311/3300, 11 -1 3=-1 907/2751, 10-11 =-1 028/1455 WEBS 3-16=-480/467, 4-16=-567/1027, 5-16=-938/614, 5-14=-73/387, 6-13=-395/427, 7-13=-315/642, 7-11=-1151/908, 8-11=-663/1272, 8-10=-2033/1453 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Extedor(2) 11-0-0 to 16-7-12, Interior(1) 16-7-12 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. This item has been 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 electronically signed and will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 941 lb uplift at joint 10 and 1015 lb uplift sealed by Albani, Thomas, PE at joint2. using a Digital Signature. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Printed copies of this sheetrock be applied directly to the bottom chord. document are not considered signed and sealed and the signature must be verified on any electronic copies. Tt brna4,A At6anl PE No.39386 M TeK-USA;,Uo; FL Ceit 663C. Ii904.Parke East.Blvd, Temp, FL43616 Dater May 26,2020 AWARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. ��' Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. 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 LOT 30-2 WATERSTONE T20299106 2349429 A16 MONO HIP 1 1 Job Reference (optional) t5utiaers rlrsibource Imam Gny, rL), rlant Gny, t-L - 360W. ts.z4U s Mar u zuzu MI I eK maUstrles, Inc. I ue may Zb innu:uv zuzu rage l ID:? 1 YDfItmYJ1 NmupVDA3te2z4H2S-mgEzDLAY_?R90zf3189Gn?zPFtRHU5wn3MC70kzCb90 1-40 6-4-1 9-0-0 15-4-15 22-5-11 30-10-5 37-11-2 44-io -4-0 6-4-1 2-7-15 6-4-15 7-0-13 8-4-9 7-0-13 6-4-14 5x6 = 3x4 = 5x6 = 5x6 = 6.00 12 4 22 235 24 6 25 7 26 1 0 4x6 = Scale = 1:77.3 4x6 = 3x4 II 8 27 9 16 15 14 13 12 11 10 3x6 = 5x6 = 3x8 MT20HS = 3x4 = 3x4 = 3x6 = 6x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.58 13-14 >912 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.74 13-14 >715 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.20 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 228lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max Horz 2=343(LC 12) Max Uplift 10=-934(LC 12), 2=-1023(LC 12) Max Grav 10=1634(LC 1), 2=1708(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-16. 8-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3146/2199, 3-4=-2955/2096, 4-5=-2639/1939, 5-6=-3823/2630, 6-7=-3768/2525, 7-8=-2542/1680 BOT CHORD 2-16=-2194/2770, 14-16=-2593/3626, 13-14=-2802/3997, 11-13=-2341/3380, 10-11=-1368/1959 WEBS 3-16=-302/409, 4-16=-683/1093,5-16=-1284/871, 5-14=-136/443, 6-14=-299/318, 6-13=-339/408, 7-13=-272/573, 7-11=-11941941, 8-11=-635/1186, 810=-2379/1673 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 20.0psf 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 934 lb uplift at joint 10 and 1023 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ThomasA.Al6arii PE No.39380 MITeklIS,'; FL-Cert8634. 404-' a East Blvd,.Tampa FL 33610 Date'e May 26,2020 ®WARNING - 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 MOW I /� OW 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 ANSI7TPI1 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 LOT 30-2 WATERSTONE T20299107 2349429 A17 Half Hip Girder 1 Job Reference (optional) t5unaers mrstsource Irian[ uty, rL), mant city, rL - ssob1, 8.24U s Mar 9-2UZU MI I ek Industries, Inc. Tue May 26 15:19:13 2020 Page 1 ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-tUU2jD31 ExbtbzgG_ECyr884UvuQ?rN_7AKWVzCb8y 1-4-0 7-0-0 9-11-0 15-2-0 20-5-0 25-8-0 W-11-0 36-2-0 41-5-0 44-4-0 4-0 7-0-0 2-11-0 5-3-0 5-3-0 5-3-0 5-3-0 5-3-0 5-3-0 2-11-0 6x8 = 6.00 12 7x10 = 7X10 = 3 22 4 23 24 5 25 26 6 27 2829 307 31 32 8 33 34 35 9 36 37 Scale = 1:77.3 2x4 11 10 38 1139 19 40 41 '18 42 43 4417 45 46 16 47 48 1549 50 14 51 52 53 13 54 55 12 1.5x8 STP = 7x10 = 7x10 = 6x8 = 38-9-8 44-0-8 Plate Uttsets (X,Y)-- [3:0-4-0,0-1-151, [6:0-5-0,0-4-8], [9:0-5-0 0-4-8] [12:Edge 0-4-4], [15:0-5-0 0-4-8] [18:0-5-0 0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.57 16-17 >931 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.65 16-17 >817 180 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.12 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 591 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-3: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-3-8, 2=0-8-0 Max Harz 2=276(LC 8) Max Uplift 12=-2052(LC 5), 2=-1875(LC 8) Max Grav 12=3307(LC 1), 2=3031(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6213/3681, 3-4=-5600/3430, 4-5=-8276/5042, 5-6=-9762/5973, 6-7=-10094/6180, 7-8=-9288/5686, 8-9=-7365/4499, 9-10=-4313/2612 BOT CHORD 2-19=-3369/5491, 18-19=-4445/7165, 17-18=-5737/9234, 16-17=-6291/10127, 15-16=-6154/9899, 14-15=-5316/8538, 13-14=-3719/5950, 12-13=-1534/2392 WEBS 3-19=-1344/2504, 4-19=-2552/1659, 4-18=-992/1853, 5-18=-1585/1136, 5-17=-453/887, 6-17=-625/588, 7-16=-81/387, 7-15=-987/758, 8-15=-610/1239, 8-14=-1916/1335, 9-14=-1232/2227, 9-13=-2788/1889, 10-13=-1766/3139, 10-12=-3744/2408 Structural wood sheathing directly applied or 4-4-9 cc purlins, except end verticals. Rigid ceiling directly applied or 8-8-7 cc bracing. NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "xY) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 -1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2052 lb uplift at joint 12 and 1875 lb uplift at joint 2. Continued on page 2 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 'Thomas AAltiant PE No:39380 MJTeKl)SA'', FL"C48,634_ 9904 P_atke East 31yd Tampa FL33610 D'at_e^ May 26,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411.7473 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 WOW 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 ANSI1TI ll.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 LOT 30-2 WATERSTONE T20299107 2349429 A17 Half Hip Girder 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:14 2020 Page 2 ID:71 YDfItmYJ 1 NmupVDA3te2z4H2S-7n2sG2EhoY3SUkY0ghlRU2gJquF79S5W Cdvu3xzCb8x NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 168 lb up at 7-0-0, 91 lb down and 168 lb up at 9-0-12, 91 lb down and 168 lb up at 11-0-12, 91 lb down and 168 lb up at 13-0-12, 91 lb down and 168 lb up at 15-0-12, 91 lb down and 168 lb up at 17-0-12, 91 lb down and 168 lb up at 19-0-12, 91 lb down and 168 lb up at 21-0-12, 91 lb down and 168 lb up at 23-0-12, 91 lb down and 168 lb up at 25-0-12, 91 lb down and 168 lb up at 27-0-12, 91 lb down and 168 lb up at 29-0-12, 91 lb down and 168 lb up at 31-0-12, 91 lb down and 168 lb up at 33-0-12, 91 lb down and 168 lb up at 35-0-12,,91 lb down and 168 lb up at 37-0-12, 91 lb down and 168 lb up at 39-0-12, 91 lb down and 168 lb up at 41-0-12, and 91 lb down and 168 lb up at 43-0-12, and 145 lb down and 152 lb up at 44-2-4 on top chord, and 323 lb down and 136 lb up at 7-0-0, 66 lb down at 9-0-12, 66 lb down at 11-0-12, 66 lb down at 13-0-12, 66 lb down at 15-0-12, 66 lb down at 17-0-12, 66 lb down at 19-0-12, 66 lb down at 21-0-12, 66 lb down at 23-0-12, 66 lb down at 25-0-12, 66 lb down at 27-0-12, 66 lb down at 29-0-12, 66 lb down at 31-0-12, 66 lb down at 33-0-12, 66 lb down at 35-0-12, 66 lb down at 37-0-12, 66 lb down at 39-0-12, 66 lb down at 41-0-12, and 66 lb down at 43-0-12, and 106 lb down at 44-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-11=-54, 2-12=-20 Concentrated Loads (lb) Vert: 3=-91(B) 11=-145(B) 12=-61(B) 19=-323(B) 5=-91 (B) 16=-41 (B) 8=-91(B) 13=-41(B) 22=-91(B) 23=-91(B) 24=-91(B) 25=-91(B) 26=-91(B) 27=-91(B) 28=-91(B) 30=-91(B) 31=-91(B) 32=-91(13) 34=-91(B) 35=-91(B) 36=-91(B) 37=-91(B) 38=-91(B) 39=-91(B) 40=41(B) 41=-41(B) 42=41(B) 43=-41(B) 44=41(B) 45=41(B) 46=41(B) 47=41(B) 48=-41(B) 49=-41(B) 50=41(B) 51=-41(B) 52=-41(B) 53=-41(B)54=-41(13) 55=41(B) ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.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 trussss 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 ANS11TPN 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 Ply LOT 30-2 WATERSTONE �Qty T20299108 2349429 B03 COMMON SUPPORTED GAB 1 1 Job Reference o tional ouiwers rnsiouurcn triam miry, FL), riani uty, rL - moot, 6.24U s Mar 9 2020 MiTeK Industries, Inc. Tue May 26 15:19:15 2020 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-bzbETOFJZrBJ6u7CNPGgl GDZJIe2u11 gRHfRbNzCb8w -1-0-0 9-4-0 18-8-0 0-0- 1 4-0 9-4-0 9-4-0 21 000 Scale=1:34.6 4x6 = Ig 5x6 18-8-0 LOADING SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.00 11 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 10 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 18-8-0. (lb) - Max Horz 2=-219(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-193(LC 12), 16=-117(LC 12), 17=-109(LC 12), 18=-139(LC 12), 14=-117(LC 12), 13=-109(LC 12), 12=-139(LC 12), 10=-193(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 15, 16, 17, 14, 13, 10 except 18=256(LC 17), 12=255(LC 18) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 4-5=-87/260, 5-6=-108/362, 6-7=-108/370, 7-8=-71/268 WEBS 5-16=-141/354, 3-18=-187/353, 7-14=-139/354, 9-12=-186/353 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 9-4-0, Comer(3) 9-4-0 to 13-4-0, Exterior(2) 13-4-0 to 20-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUrPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. This Item has been 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 8) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide sealed by Albani, Thomas, PE will fit between the bottom chord and any other members. using a Digital Signature. 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where Printed copies of this used in this lumber. Plates should be protected from corrosion per the recommendation ofthe treatment company. Borate or other document are not considered suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this signed and sealed and the design. Building designerto verify suitability of this product for its intended use. Signature must be Verified 10) Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 193 lb uplift at joint 2, 117lb uplift at on any electronic copies. joint 16, 109 lb uplift at joint 17, 139 lb uplift atjoint 18, 117 lb uplift atjoint 14, 109 lb uplift at joint 13, 139 lb uplift at joint 12 and Thomas A;A bani PE No.39380 193 lb uplift at joint 10. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. Mitekt iA Inc;EL Cert'6634' :6964 Piikg " ' BIyd.Tampa FL 33618 Date; May 26,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.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 T building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M �Tek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 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 LOT 30-2 WATERSTONE T20299109 2349429 B04 COMMON STRUCTURAL GA 1 1 Job Reference (optional) Builders Firssource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:16 2020 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-3A9chkFxK9JAk2iPx6nvZTmgjioed0epgxO?7gzCb8v 7-5-4 14-4-0 21-2-12 28-8-0 ,30-0-0 1-4-0 7-5-4 6-10-12 6-10-12 7-5-4 14-0 6.00 12 3x6 i 4x6 = 11 10 5x6 = 3x4 I 3x4 = Scale = 1:56.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.21 12-35 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.82 Vert(CT) -0.45 12-35 >487 180 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.01 11 . n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -AS Weight: 200 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-11 OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-8-0 except at=length) 2=0-8-0. (lb) - Max Horz 2=-322(LC 10) Max Uplift All uplift 100 lb or less at joints) 9, 8 except 2=-461(LC 12), 11=-702(LC 12), 10=-125(LC 16), 6=-258(LC 12) Max Grav All reactions 250 Ito or less atjoint(s) 10, 9, 8, 6 except 2=696(LC 17), 11=1203(LC 19), 11=1173(LC 1), 6=294(LC 22) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-859/582, 3-4=-640/506, 4-5=-30/362 BOT CHORD 2-12=-325/948, 11-12=-73/286 WEBS 4-11=-915/561, 5-11=-455/521, 4-12=-352/743, 3-12=-483/519 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 14-4-0, Exterior(2) 14-4-0 to 18-4-0, Interior(1) 18-4-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIrrPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 8 except Qt=lb) 2=461, 11=702, 10=125, 6=258, 6=258. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A:Altiant PE N0.39380 MiTek USA, anc_ EL Celt 8634. •6904;Parke East,Blvd. Tampa FL.33610 .Date, May 26,2020 ® WARNING - Verify deslgn parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIh7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV! iTe k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TPI1 Quality Criteria, DSB-89 and Bost 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 LOT 30-2 WATERSTONE T20299110 2349429 B05 COMMON 3 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 16:19:17 2020 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-XMj?u4Ga5TR1 LCGbVgl86hIgL5BNMlpyvb8YgGzCb8u -1-4-0 7-5-4 14-4-0 21-2-12 28-8-0 30-0-0 1 1-4-0 7-5-4 ' 6-10-12 6-10-12 7-5-4 1-4-0 4x6 = 6.00 12 Scale = 1:50.6 3x4 = 2x4 II 3x4 = 3x8 = 2x4 II 3x4 = 7-5-4 14-4-0 21-2-12 28-8-0 ' 7-5-4 ' 6.10-12 6-10-12 7-5-4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 TCDL 7.0 LumberDOL 1.25 BC 0.60 BCLL 0.0 Rep Stress Incr YES WB 0.86 BCDL 10.0 Code FBC2017rrP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=322(LC 11) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1133(LC 1), 8=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1884/1182, 3-5=-1295/951, 5-7=-1295/951, 7-8=-1884/1182 BOT CHORD 2-13=-853/1703, 11-13=-853/1703, 10-11=-895/1638, 8-10=-895/1638 WEBS 5-11=-411/740, 7-11=-736/550, 7-10=0/299, 3-11=-735/550, 3-13=0/299 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.1510-19 >999 240 MT20 244/190 Vert(CT)-0.2010-19 >999 180 Horz(CT) 0.07 8 n/a n/a Weight: 138 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 14-4-0, Exterior(2) 14-4-0 to 18-4-0, Interior(1) 18-4-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=711, 8=711. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically'signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ThornasR. A_ Itiani PENo:3$48Q MITek USA; Inc,FL Ce t$634: 690¢ Parke East,Blvd. TatnpafL33610 `Date; May 26,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 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 p q iTek" building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P11 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 LOT 30-2 WATERSTONE T20299111 2349429 B06 HIP 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:19 2020 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-UlrlJmlgd4ilbWQ_cFKcB6N72vpOgoOFMvdfk9zCb8s 13.6.1 15-1-8 22-6-7 ,30-0-0 , 1-4-0 7-4-15 1-7-0 7-4-15 6-1-928-8-0 1-4-0 q1 5x8 = 6.00 12 5x8 = Scale=1:52.2 3x6 i 3x4 = 3x4 = 3x4 = 3x6 1 4-8-0 5-7-5 8-1-6 5-1-1 5-2- Plate Offsets (X,Y)-- [2:0-2-9,0-1-8], [3:0-2-0,0-0-0], [4:0-3-0,Edge], [4:0-0-0,0-1-12], [5:0-5-0,0-2-0], [6:0-5-0,0-2-0], [7:0-3-0,Edge], [7:0-0-0,0-1-12], [8:0-2-0,0-0-0], [9:0-2-9 ,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 TCDL 7.0 Lumber DOL 1.25 BC 0.88 BCLL 0.0 Rep Stress Incr YES WB 0.30 BCDL 10.0 Code FBC2017/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=307(LC 11) Max Uplift 2=-711(LC 12), 9=-711(LC 12) Max Grav 2=1133(LC 17), 9=1133(LC 18) DEFL. in (loc) I/deft L/d Vert(LL)-0.2411-13 >999 240 Vert(CT) -0.50 11-19 >693 180 Horz(CT) 0.07 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 131 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4904/1373, 3-5=-158911142, 5-6=-1119/1033, 6-8=-1589/1142, 8-9=-1904/1373 BOT CHORD 2-13=4080/1891, 11-13=-507/1196, 9-11=-110111679 WEBS 3-13=-529/597, 5-13=-271/630, 6-11=-271/631, 8-11=-529/597 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Inte6or(1) 2-8-0 to 13-6-8, Exterior(2) 13-6-8 to 20-9-6, Interior(1) 20-9-6 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=711, 9=711. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. fihomas'ALAitianiPE No:3438t P,A]Tek USA; nt:; F4`Ceif6634:. 69D4 Farke.East Blvd..Tampa FL oili, Dille: - May 26,2020 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shovm, 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 ANSI1`TPI1 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 LOT 30-2 WATERSTONE T20299112 2349429 B07 ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:20 2020 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-yxP7W61SOOgcCf?AAysrkJwltJArZDWPbZMCGbzCb8r 12-10-7 -1 4-0 510-9 11-6-8 11- -0 150.0 22-6-0 28-8-0 30-0.0 1-4-0 5-10.9 5-7-15 0- -8 2-1-8 7-6-0 1-3-7 Scale=1:52.2 2x4 // 3x4 = 5x6 = 4x10 MT20HS = 5x6 = 3x8 = 3x4 = 3x6 = 3x6 = IT 0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.18 10-12 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.80 Vert(CT) -0.40 10-19 >868 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WS 0.41 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 146 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=308(LC 11) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1133(LC 1), 8=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2007/1280, 3-4=-1503/1085, 4-5=-1288/1078, 5-6=-1335/1140, 6-7=-1646/1170, 7-8=-1911/1315 BOT CHORD 2-13=-997/1885, 12-13=-1022/1830, 10-12=-500/1157, 8-1 0=-1 020/1681 WEBS 3-13=0/273, 3-12=-498/447, 6-12=-341/528, 6-10=-277/626, 7-10=-459/507 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-6-8, Extedor(2) 11-6-8 to 12-10-7, Interior(1) 12-10-7 to 15-0-0, Exterior(2) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=711,8=711, 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Altiani-PE No.33390 Mi7eKllSA inc„FL CerF6634. -`f)atr6904 Parke,East Blyd-Talnpa FL.33610 e: May 26,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.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 T ek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVli O fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314., Tampa, FL 36610 Jab Truss Truss Type Qty Ply LOT 30-2 WATERSTONE T20299113 2349429 BOS ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:21 2020 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-Q7zVkSJ49hySgpaMkgN4GXTVhjV2IZhYpD61plzCb8q --4-0 5-2-15 9-6-8 10-10-7, 15-0-0 22-2-9 28-8-0 ,30-0-0 1-4-0 5-2-15 4-3-9 1-3-15 4-1-8 7-2-9 6-5-7 1-4-0 c+� it 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-308(LC 10) Max Uplift 2=-71 1 (LC 12), 9=-711(LC 12) Max Grav 2=1133(LC 1), 9=1133(LC 1) 4x6 = 3x4 = 3x4 = 3x4 = 3x4 = CSI. DEFL. in (loc) I/defl Ud TC 0.65 Vert(LL) -0.2811-13 >999 240 BC 0.87 Vert(CT) -0.4511-13 >762 180 WB 0.80 Horz(CT) 0.07 9 n/a n/a Matrix -AS Scale = 1:52.8 3x6 = PLATES GRIP MT20 244/190 Weight: 146 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1936/1419, 3-4=-1671/1217, 4-5=-1459/1186, 5-6=-1669/1431, 6-8=-1663/1224, 8-9=-1908/1338 BOT CHORD 2-14=-1149/1869, 13-14=-815/1586, 11-13=-497/1155, 9-11 =-1 001 /1676 WEBS 3-14=-339/390, 4-14=-199/452, 5-13=-697/669, 6-13=-642/854, 6-11=-311/701, 8-11=-454/506 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-6-8, Exterior(2) 9-6-8 to 10-10-7, Intedor(1) 10-10-7 to 15-0-0, Exterior(2) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=711,9=711. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A>Ai6anl PE No.398811 PdITekUSA; Ines.FL Cert6634. 9,04 Parke East.Blvd. Tampa 011.4360 'Date: - May 26,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing P VI 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?PH 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 Ply LOT 30-2 WATERSTONE T20299114 B09 ROOF SPECIAL �ty2349429 1 Job Reference (optional) builders Flrstbource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:22 2020 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-uKWtxnl(iw?4JSz9ZINuJpk?gp6rX1 1 ph2trJLTzCb8p -1-4-0 7-6-8 8-10-7 15-M 22-0-5 28-8-0 30-0-0 1 4-0 7-6-8 1-3-15 6-1-8 7-0-6 6-7-11 1-4-0 Scale = 1:52.2 5x6 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.69 BC 0.85 WB 0.74 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d -0.26 10-12 >999 240 -0.4610-12 >753 180 0.06 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 141lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-308(LC 10) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1133(LC 1), 8=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1847/1284, 3-4=-1615/1290, 4-5=-1760/1363, 5-7=-1699/1233, 7-8=-1901/1292 BOT CHORD 2-13=-973/1748, 12-13=-1030/1875, 10-12=-488/1169, 8-10=-975/1666 WEBS 3-13=-209/502, 5-12=-562/888, 5-10=-338/741, 7-10=-439/490, 4-12=-567/625, 4-13=-471 /217 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 7-6-8, Exterior(2) 7-6-8 to 8-10-7, Interior(1) 8-10-7 to 15-0-0, Exterior(2) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. This Item has been 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at toint(s) except Gt=lb) electronically signed and 2=711,8=711. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sealed by Albani, Thomas, PE sheetrock be applied directly to the bottom chord. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 7hamas A'. Ai6anl PE NoMillll) 1JlTekUSA,'inc F.LCeit6634, 6904Paike.East,bIiid. Tampa FL 33610 Date: May 26,2020 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MrrekO 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 ANSI1`TPl1 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 LOT 30-2 WATERSTONE T20299115 2349429 B10 ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:23 2020 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-MW4G97LKhJCA37klr4PYLyYrMWAgmS_rHXbstwzCb8o 1-4-0 i 5-6-8 6-10-7 10-3-5 1Q-1113 15-0-0 22-0-6 28-8-0 30-0-0 ' 1-4-03-4-14 0-'7-14 4-0-12 7-0-6 6-7-10 1-4-0 3x4 = 46 = 3x4 = 3x8 = 3x4 = 3x4 = Scale=1:52.6 5-6-8 ,6-10-7 10-3-5 19-6-14 22-9-12 28-8-o 5-6-8 '1-3-15 ' 3-4-14 9-3-9 3-2-13 5-10-4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 CSI. DEFL. in (loc) I/defi L/d TC 0.64 Vert(LL) -0.2811-13 >999 240 BC 0.86 Vert(CT) -0.49 11-13 >698 180 WB 0.88 Horz(CT) 0.07 9 n/a n/a Matrix -AS PLATES GRIP MT20 244/190 Weight: 145 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-308(LC 10) Max Uplift 2=-711(LC 12), 9=-711(LC 12) Max Grav 2=1133(LC 1), 9=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1955/1336, 3-4=-1727/1308, 4-5=-1780/1253, 5-6=-1829/1434, 6-8=-1701/1213, 8-9=-1904/1274 BOT CHORD 2-14=-1047/1856, 13-14=-116912091, 11-13=-481/1165, 9-11=-974/1668 WEBS 3-14=-308/605, 4-14=-597/366, 4-13=-477/437, 5-13=-297/367, 6-13=-661/1005, 6-11 =-343/748, 8-11 =-440/497 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-6-8, Extedor(2) 5-6-8 to 6-10-7, Interior(1) 6-10-7 to 15-0-0, Extedor(2) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=711, 9=711. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Alban!, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A:'AI664 PE No.39W MiTek IfSA; Inc: FL Celt 6684, Li9.. _P Ae.East Blvd. Tampa FL.33610 Date:' May 26,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 ANSI/TPl1 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 LOT 30-2 WATERSTONE T20299116 2349429 B11 ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:24 2020 Page 1 ID:ZzuNOAdEBoQdU2DWuKTi6czl Ulk-gieeMTMzRcK1 hHJxPownu95_RwW BVz8_WBKQPMzCb8n �-1-4-0 3-6-8 4-jl% 7-11-8 15-0-0 22-0-5 28-8-0 30-0-0 1-4-0 3-6-8 1-3-15 3-1-1 7-0-8 7-0-6 6-7-11 1-4-0 5x6 = Scale = 1:52.2 3x4 = 3xB = 3x4 = 30 = 3x4 = 30 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 TCDL 7.0 Lumber DOL 1.25 BC 0.84 BCLL 0.0 Rep Stress Incr YES WB 0.62 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=308(LC 11) Max Uplift 2=-711(LC 12), 9=-711(LC 12) Max Grav 2=1133(LC 1), 9=1133(LC 1) DEFL. in (loc) I/defl Ud Vert(LL)-0.2811-13 >999 240 Vert(CT) -0.48 11-13 _ >718 180 Horz(CT) 0.07 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 142 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2020/1342, 3-4=-2224/1484, 4-5=-2573/1716, 5-6=-1785/1261, 6-8=-1698/1191, 8-9=-1899/1249 BOT CHORD 2-14=-1073/1943, 13-14=-1087/2046, 11-13=-484/1176, 9-11=-966/1664 WEBS 3-14=-459/830, 4-14=-1094/738, 5-14=-393/643, 5-13=-619/615, 6-13=-472/884, 6-11 =-335/742, 8-11 =-440/488 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 3-6-8, Exterior(2) 3-6-8 to 4-10-7, Interior(1) 4-10-7 to 15-0-0, Extedor(2) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=711,9=711. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas k Alban!P� No:$9389 MIfieKUSA Inc;FL`Ceit6634. 6904 Parke Easf;Blyd. Tampa FL 4610 'Date! May 26,2020 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mi rek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Salefylnlormation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 30-2 WATERSTONE T20299117 2349429 B12 Roof Special Girder 1 1 Job Reference (optional) Builders Firssource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:26 2020 Page 1 ID:ZzuNOAdEBoQdU20WuKTi6cz1 Ulk-n5mOn9NDzEaIwaSKXDzFzaAMSkBkzseHzVpWUFzCb81 1 -1-4-0 , 1-6-8 2-10-7 6-2-13 10-3-5 15-0-0 21-5-2 25-7-8 ' 1-4-0-3-15 3-4-6 4-0-8 4-8-10 6-5-2 4-2-6 Scale: 1/4"=1' 4x6 = 3x4 = 5x8 = 3x8 = 3x6 = 3x4 = W 6x8 = 2-10-7 10-3-5 19-6-14 25-7-8 2-10-7 7-4-14 9-3-8 6-0-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.27 11-13 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.90 Vert(CT) -0.4611-13 >665 180 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 144lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-8-2 oc bracing. REACTIONS. (size) 2=0-8-0, 10=0-3-8 Max Horz 2=270(LC 7) Max Uplift 2=-653(LC 8), 10=-531(LC 8) Max Grav 2=906(LC 1), 10=934(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1594/911, 3-4=-2413/1352, 4-5=-2964/1717, 5-6=-1506/886, 6-7=-1554/1042, 7-8=-1118/745 BOT CHORD 2-14=-870/1459, 13-14=-1047/1873, 11-13=-378/888, 10-11=-521/911 WEBS 3-14=-649/1246, 4-14=-1356/843, 5-14=-618/1133, 5-13=-497/434, 6-13=-290/308, 7-13=-521/984, 7-11=-85/325, 8-1 0=-1 199/696 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=653, 10=531. This Item has been 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 lb down and 114 lb up at is electronic ally signed and n top chord, and 67 lb up at 1-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. sealed Albans, Thomas, PE 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). using a Digital Signature. Printed copies of this LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 document are not considered Uniform Loads (plf) signed and sealed and the g Vert: 1-3=-54, 3-4=-54, 4-7=-54, 7-9=-54, 10-15=-20 signature must be verified Concentrated Loads (lb) on any electronic copies. Vert: 3=73(F) 18=45(F) 7h6m8a kAi6an) PE No.39980 MITe1tUSA inh1. cCelt 663C, 6904 Parke East 81_r Jam,pa FL.33&10 !Date May 26,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with Mi rek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSI/TPI1 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 LOT 30-2 WATERSTONE T20299118 2349429 C1 Jack -Open 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:29 2020 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-BgSXPBP5G9yKo2BvCLWybDozKxQrAN8jfT2B5ZzCb8i -1-4-0 0-11-4 1-4-0 0.11-4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 TCDL 7.0 Lumber DOL 1.25 BC 0.04 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=-226(LC 12), 4=-15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) FORCES. (lb) -Max. CompdMax. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.6 0-11-4 0-11-4 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.00 5 >999 240 MT20 244/190 Vert(CT) 0.00 5 >999 180 Horz(CT) 0.00 4 n/a n/a Weight: 5 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(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 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=226. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ThamasA,.Alban! PE-No.39380 M�Tek; USA„Inc, 6.L Cert 6634. 1904 Parke.East BI_vd: Tampa FL,33610 'Date: May 26,2020 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of designparameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and 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 Jab Truss Truss Type Qty Ply LOT 30-2 WATERSTONE T20299119 2349429 C3 Jack -Open 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4 0 1-4-0 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:34 2020 Page 1 ID:zm bLkv5ELIDtgyehSMnND7z4_Wx-YdFQSuTE5hbcup4s?u671GVg3y68reNSpllxmnzCb8d 2-11.4 2-11.4 Scale = 1:12.7 2-11-4 2-11-4 Plate Offsets (X,Y)-- [2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 12 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Grav 3=62(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;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 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=245. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thbmas A: Alliatli-FE No3938k MITek USA„Ine. FL Ceit6634_ 6804 Parke East'SH Ternpa FL,3 610 Dates May 26,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14I1.7473 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 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 ANSIITPH 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 LOT 30-2WATERSTONET20299120 TC5 2349429 Jack -Open 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:35 2020 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-OgpogEUss?jTWzf2YcdMrU2xsMOWa5dc1 PVVIDzCb8c -1.4-0 4-11-4 1-4-0 4-11-4 3x4 = 4-11-4 Scale=1:17.6 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 0.48 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Grav 3=133(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 13=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 100 lb uplift at joint(s) except (jt=lb) 3=128, 2=196. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Alban!, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 7hbma9 AI;Ai6antPE=No:39* MiTek USA, Inc. FC Ceit 6634', 6904:Patke.East;Blvd. Tampa FL 33610 'Dat'e: May 26,2020 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 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 p /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IyliTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type City Ply LOT 30-2WATERSTONET20299121 TDrOlss 2349429 SPECIAL 2 ]Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:37 2020 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-yCwY5wW6NczBIHoRgl fgwv7GK9092s2vVi_cN6zCb8a -1-4-0 5-5-12 8-6-0 9 0- 15-7-5 22-0-0 234-0 1-4-0 5-5-12 3-2-0 014- 6-7-5 6-4-11 1-4-0 6x8 i 5x6 = 2x4 II 0-0-0 15-75 21-8-0 2 0 0.4- 7-8-0 -8-0 6-7-5 6-0-11 0-0- Scale = 1:44.2 Plate Offsets(X,Y)— [2:0-2-8,0-1-9] [2:0-3-4 0-1-10],[5:0-5-14 0-3-0] [9:0-0-8 0-1-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.26 14-19 >408 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.21 14-19 >500 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.58 Horz(CT) -0.01 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 119 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 5-12: 2x6 SP No.2 7-6-0 cc bracing: 12-14 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 3-0-1, Right 2x4 SP No.3 3-2-5 REACTIONS. (size) 2=0-4-0, 14=0-4-0, 9=0-3-8 Max Horz 2=425(LC 11) Max Uplift 2=-601(LC 12), 14=-717(LC 12), 9=-768(LC 12) Max Grav 2=411(LC 21), 14=843(LC 1), 9=558(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-556/1276, 4-5=-190/315, 5-7=-213/310, 7-9=-510/1139 BOT CHORD 2-14=-570/197, 12-14=-766/327, 5-14=-294/150, 11-12=-838/474, 9-11=-838/474 WEBS 4-14=-260/502, 7-11=-528/260, 7-12=-544/1169 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 23-4-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=601, 14=717, 9=768. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Ttiomas A>Albani PE No:39* MiTek' USA,,inc:; FL CeiR�663L, 6994 Parke East Blvd. Tampa EL,3j610 +Dater May 26,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.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" isalwaysrequired 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 ANS117Pl1 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 LOT 30-2 WATERSTONE T20299122 2349429 Dols MONO TRUSS 3 1 Jab Reference (optional Builders Firssource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:38 2020 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-QPUxIG WI8w52NRNdEkA3S6gSBZKHnQT2kMj9vYzCb8Z 1 4-0 6-0-10 8-10-0 6-0-10 2-9-6 2x4 11 6xe = Scale=1:29.4 3x6 = 0-4-� 7-11.8 8-10-0 D-a-d 7-7-8 0-1 0-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.27 6-10 >342 240 MT20 244/190 TCDL 7.0 Lumber-DOL 1.25 BC 0.72 Vert(CT) 0.23 6-10 >408 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 42 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 6=0-3-8 Max Horz 2=332(LC 12) Max Uplift 2=-404(LC 12), 6=-408(LC 12) Max Grav 2=388(LC 1), 6=326(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-250/135 BOT CHORD 2-6=-419/188, 5-6=-419/188 WEBS 3-5=-280/623 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 8-8-4 zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=404, 6=408. 5) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thoma9kA_ banlPEN0.39380 MITeK USA; Inc; F L'Cert 6634. :6904 ParkeEBst:Blvd. Tampa FL _33610 Date: May 26,2020 ® WARNING • Vedl y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with M7ek@ connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 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 LOT 30-2 WATERSTONE T20299123 2349429 D02 GABLE 1 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:42 2020 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-JAkR8dZFC8bUr2hPTaF?dyg5QAhnj8pee_hN2JzCb8V -1-4-0 6-0-10 8-8-0 9 0- 15-0-0 22-0-0 23-4-0 1-4-0 6-0-10 2-7-6 N- 6-0-0 7-0-0 1-4-0 5x6 = 46 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.58 BC 0.75 WB 0.48 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-9: 2x6 SP No.2, 6-10: 2x4 SP No.2 P WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=04-0, 6=0-3-8, 12=0-4-0 Max Horz 2=425(LC 11) Max Uplift 2=-648(LC 12), 6=-818(LC 12), 12=-615(LC 12) Max Grav 2=459(LC 1), 6=633(LC 1), 12=693(LC 1) Scale = 1:44.5 r� Iv o -o N DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.2212-27 >450 240 MT20 244/190 Vert(CT) 0.1812-27 >543 180 MT20HS 187/143 Horz(CT) 0.02 6 n/a n/a Weight: 134 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 8-0-0 oc bracing: 9-11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-388/560, 3-4=-338/553, 4-5=-328/490, 5-6=-734/1299 BOT CHORD 2-12=-597/240, 11-12=-597/240, 9-11=-794/341, 4-11=-381/194, 8-9=-995/606, 6-8=-985/604 WEBS 5-8=-533/259, 5-9=-536/1156, 3-11=-326/531 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 23-4-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=648, 6=818, 12=615. Continued on page 2 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A;Altiani PE No.3938Q M7ek 11SA;Inc; f.L Cert 6631. 604 Parke East _Blvd.Tampa FL 33610 Date': May 26,2020 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE ,MII.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 truckling of individual truss web and/or chord members only. Additional temporary and permanent bracingM 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 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 36610 Job Truss Truss Type Qty Ply LOT 30-2 WATERSTONE T20299123 2349429 D02 GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:42 2020 Page 2 I D:zm b Lkv5ELl Dtq yehS MnN D7z4_Wx-JAkR8dZFC8b Ur2h PTa F?dyg5QAh nj 8p ee_h N2JzC b 8V NOTES- 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verily 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 ANSI1TPI1 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 LOT 30-2 WATERSTONE T20299124 2349429 E7 Jack -Open 37 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 16:19:44 2020 Page 1 ID:YARgCUhM7owkV EMpPNjefGzAwvz-FYsCZJbVkmrC5Mrna?HTiNwOm_N9B9rx61AT7CzCb8T 7-0-0 7-0-0 Scale = 1:23.1 7-0-0 7-0-0 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8] LOADING (psf) SPACING-. 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 TCDL. 7.0 Lumber DOL 1.25 BC 0.76 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/1-P12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=278(LC 12) Max Uplift 3=-195(LC 12), 2=-217(LC 12) Max Grav 3=198(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.20 4-7 >426 240 MT20 244/190 Vert(CT) -0.19 4-7 >432 180 Horz(CT) -0.01 3• n/a n/a Weight: 24 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 100 lb uplift at joint(s) except Qt=lb) 3=195, 2=217. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas k Ai6anl PE No.89360 MiTek USA', inc, FL Cert 6634. 6004 Parke East!B(yd; Temps FL.33610 'bate;'• May 26,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 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 ANSI/TPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type city Ply LOT 30-2 WATERSTONE T20299125 2349429 E7V Jack -Open 3 1 Job Reference o tional Builders FirslSource (Plant City, FL), Plant City, FL - 33567, -1-4-0 1 3x4 % 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:45 2020 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz jlPamfc8V3z2iVPz8ioiFaSZuOipwc54LywlfezCb8S 7-0-0 7-0-0 Scale=1:22.8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.21 4-7 >404 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.79 Vert(CT) -0.20 4-7 >419 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-200(LC 12), 2=-210(LC 12) Max Grav 3=200(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=200, 2=210. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Alban!, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thbmai.k Albanl PE No.99380 Pv1lTiik'USA, IneFL CeA�6634: 49,04;Pafke East Blvd. Tampa F1 336d0 May 26,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 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, net 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 f lg ek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPIi 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 30-2 WATERSTONET20299126 2349429 E7VA Jack -Open 1 [lyTLOT Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2 3x4 LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 TCDL 7.0 Lumber DOL 1.25 BC 0.44 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=-120(LC 12), 2=-195(LC 12), 5=-46(LC 12) Max Grav 4=126(LC 17). 2=361(LC 1), 5=226(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-8=-669/601 BOT CHORD 2-6=-855/733, 3-6=-702/820 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:46 2020 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-Bxzy_?dmGN5vKf AIQJxno?r o8Zf3LEZcfaB4zCb8R 7-0-0 7-0-0 Scale = 1:22.9 6-1-8 7-0-0 6-1-8 0-10-8 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.08 6-12 >999 240 MT20 2441190 Vert(CT) -0.10 6-9 >864 180 Horz(CT) -0.02 5 n/a n/a Weight: 30 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-3, Interior(1) 2-8-3 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 4=120,2=195. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A; Albarii PE No.39380 MiTek USA; [nc: F.LiCeit 6634, .664 Parke.East Blvd. Tampa Fi Ci 610 Date:, May 26,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 116II.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 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 LOT 30-2 WATERSTONE T20299127 2349429 E7VB Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:47 2020 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-f7XKBLd01 h DmypZMF7rAK7YxFBQxO WbNoGP8jXZCb8Q -1-4-0 4-1-8 i 7-0-0 1 4-0 4-1-8 2-10-8 Scale = 1:23.2 3x4 Plate Offsets (X,Y)-- [2:0-0-15,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 0.64 Vert(LL) 0.21 6-12 >392 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.19 6 >429 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.06 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=-156(LC 12), 2=-193(LC 12), 5=-25(LC 12) Max Grav 4=172(LC 17), 2=364(LC 1), 5=154(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-8=-709/651 BOT CHORD 2-6=-914/774, 3-6=-745/880 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4.zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 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 100 lb uplift at joint(s) 5 except Qt=lb) 4=156, 2=193. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas Ai k6ani PE N0:39389 MfTek USA, Inc:: B.L Celt 6634: 6904 Parke,East Blvd, Tampa BL'.33.816 _ Dater May 26,2020 ,& WARNING. 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 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 ANS117PH 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 LOT 30-2 WATERSTONE T20299128 2349429 E7VC Jack -Open 1 1 Job Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:48 2020 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-7K5jOge0o_Ldzz8YpgMPsD45pbp_7wpW1w8hGzzCb8P -1-4-0 2-1-8 4-8-2 7-0-0 ' 11-0 ' 2-1-8 2-6-10 2-3-14 2 3x4 % 3.00 12 7-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.14 3 >600 240 TCDL 7.0 LumberDOL 1.25 BC 0.44 Vert(CT) -0.16 3-7 >506 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) -0.11 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 12) Max Uplift 5=-32(LC 12), 2=-224(LC 12), 6=-162(LC 12) Max Grav 5=24(LC 17), 2=313(LC 1), 6=257(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 3-7=-486/276 WEBS 4-7=-368/652 Scale = 1:22.6 PLATES GRIP MT20 244/190 Weight: 31 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 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 100 lb uplift at joint(s) 5 except Qt=lb) 2=224,6=162. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A: Albant PE N6.3A80 Pdi7ek bSA; lnc FL✓0eit 663d .6904 Parke East.Blvd. Tampa FC3610 Date: - May 26,2020 ®WARNING - Verity deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parametersshown, 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 �Te�` 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 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 Type Qty Ply LOT 30-2 WATERSTONE TF01sS T2029912349429 GABLE 1 1 Jab Reference (optional) ouuuers t-irstaource (rant coy, t-Lj, t-iant Illy, hL - 3Jbb/, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:49 2020 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4 Wx-bWf5cOfeZIUUB7jINYtePQdKj?BwsQEgFauEoPzCb80 -14-0 4-4-0 8-8-0 10-0-0 ' 1-4-0 4-4-0 4-4-0 1-4-0 Scale = 1:20.9 4x6 = 3x4 = 3x4 = LOADING (psf) TCLL 20.0 TCDL. 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.45 BC 0.27 WB 0.06 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) 0.02 6-18 >999 240 Vert(CT) 0.02 6-18 >999 180 Horz(CT) -0.00 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 38 lb FT = 20 LUMBER-. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 4=0-4-0 Max Horz 2=-117(LC 10) Max Uplift 2=481(LC 12), 4=481(LC 12) Max Grav 2=393(LC 1), 4=393(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-291/678, 3-4=-291/678 BOT CHORD 2-6=-394/205, 4-6=-394/205 WEBS 3-6=-339/146 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterjor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-4-0, Exterior(2) 4-4-0 to 8-4-0, Interior(1) 8-4-0 to 10-0-0 zone; cantilever left and right exposed ; porch left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. "P" electronically Signed and 7) Lumber designated with a is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20 % where used in this lumber. Plates should be protected from corrosion per the recommendation'of the treatment company. Borate or other seay led b Albani, Thomas, PE suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion using a Digital Signature. protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered forthis Printed copies of this design. Building designer to verify suitability of this product for its intended use. document are not Considered 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) signed the 2=481, 4=481. and sealed and 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum signature must be verified sheetrock be applied directly to the bottom chord. on any electronic copies. Thomas A'Alband PENo.39#l1 MlTek-1J inc;FL"Ceh'434, 9904:1parke East Blyd. Tampa FL'33&f0 'Date'' May 26,2020 ® WARNING - Verify design parameters and READ NOTES ON_THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 101032015 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 pp A� Tek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 'yt� p fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 30-2 WATERSTONE T20299130 2349429 H7 Diagonal Hip Girder 2 1 Job Reference (optional) Builders Firstbource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:50 2020 Page 1 I D:YARgCUhM7owkVEMpPNjefGzAwvz-4iDTpMgGKccLpHlxxFOtxeAWdPUBboopUEdoKszCb8N -1-10-10 5-2-5 9-10-13 , 1-10-10 5-2-5 4-8-8 Scale = 1:22.7 3x4 = 5-2-5 9-10-1 9-1 13 5-2-5 4-7-12 04- 2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.04 7-10 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.07 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 43 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-147(LC 8), 2=-349(LC 8), 5=-178(LC 9) Max Grav 4=124(LC 1), 2=517(LC 1), 5=330(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-764/458 BOT CHORD 2-7=-523/692, 6-7=-523/692 WEBS 3-7=-26/286, 3-6=-751/568 Structural wood sheathing directly applied or 6-0-0 oc pur ins. Rigid ceiling directly applied or 7-11-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 100 lb uplift at joint(s) except Gt=lb) 4=147, 2=349, 5=178. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 18 lb up at 1-5-12, 64 lb down and 18 lb up at 1-5-12, 5 Ib down and 100 lb up at 4-3-11, 5 lb down and 100 lb up at 4-3-11, and 37 lb down and 155 lb up at 7-1-10, and 37 lb down and 155 lb up at 7-1-10 on top chord, and 41 lb up at 1-5-12, 41 lb up at 1-5-12, 5 lb down and 54 Ib up at 4-3-11, 5 lb down and 54 lb up at 4-3-11, and 29 lb down at 7-1-10, and 29 lb down at 7-1-10 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, 5-8=-20 Concentrated Loads (lb) Vert: 13=-75(F=-37, B=-37) 15=-10(F=-5, B=-5) 16=-57(F=-28, B=-28) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A: A&ni PE No.39986 MTkS`In;FLO , '66A34, 6904 Parke East Blvd.Sampa FL 33610 Dater May 26,2020 ® WARNING -Verily 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 parametersshown, and is for an Individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p /� eka building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the IiT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 30-2 WATERSTONE T20299131 2349429 H17 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:49 2020 Page 1 ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-bWf5cOfeZIUUB7jINYtePQdNq?ESsQ5gFauEoPzCb80 2-2-3 2-2-3 Scale = 1:9.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 10 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=109(LC 8) Max Uplift 3=-61(LC 1), 2=-249(LC 8), 4=-46(LC 1) Max Grav 3=51(LC 8), 2=165(LC 1), 4=40(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=249. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 75 lb up at 1-5-12, and 60 lb down and 75 lb up at 1-5-12 on top chord, and 48 lb up at 1-5-12, and 48 lb up at 1-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=150(F=75, B=75) 9=51(F=26, B=26) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas Ai.Albani PE No.3Wll MiTek USA Inca FL ceR 663a -6904Pafke.East Blvd. Tampa FL.33616 "Date: May 26,2020 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent bucWing 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/rP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314.. Tampa, FL 36610 Job Truss Truss Type Ply LOT 30-2 WATERSTONE ]Qty T20299132 2349429 PB1 VALLEY 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 4x6 = 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:51 2020 Page 1 ID:?1 YDfitmYJ 1 NmupVDA3te2z4H2S-Yvnrl igu4vkCQQt7Uzv6UrijGpweKKhzjuNLSIzCb8M 8-8-0 4-4-0 Scale = 1:16.2 1 �N O 6 3x6 = 2x4 II 3x6 = 4.4-0 8-8-0 4-4-0 4-4-0 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 27 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly -applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 8-8-0. (lb) - Max Horz 1=-82(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 1=-128(LC 17), 2=-264(LC 12), 4=-264(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=319(LC 17), 4=302(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except Qt=lb) 1=128, 2=264, 4=264. 7) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 2, 4, 6. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A: A_ iwnl PE No.39380 MiTek USA; Inc. -FL Cert 6634. '8904 Parke.East Blvd..Tampa FL_33610 Date: May 26,2020 WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component not• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI17PI1 Quality Criteria, DSB-89 and SCSI 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 LOT 30-2 WATERSTONE T20299133 2349429 PB2 VALLEY 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:52 2020 Page 1 ID:?1YDfltmYJ1 NmupV.DA3te2z4H2S-05KDE2hXrDs32aSK2gQL13FuOCGt3nx6yY6uPkzCb8L 4-0-0 ,4.4-0 j4-8-0 , 8-8-0 4-0-0 0-4-0 0-4-0 4-0-0 Scale = 1:16.5 4x6 = 0 6 3x6 = 2x4 II 3x6 = 4-4-0 t 8-8-0 4-4-0 4-4-0 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 0.26 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) file n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 4 n/a nla BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 26 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 8-8-0. (lb)- Max Horz 1=82(LC 11) Max Uplift All uplift 100 Ib or less atjoint(s) 5, 6 except 1=-128(LC 17), 2=-264(LC 12), 4=-264(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=319(LC 17), 4=302(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive 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 100 lb uplift at joint(s) 5, 6 except Qt=lb) 1=128, 2=264, 4=264. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4, 6. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thoma9 A.Albanl PE N0:35300 MiTek li§A',;(nc_FL Cert 663E 8904.Parke East Blyd. Tampa FL�33610 .Dater May 26,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERENCE PAGE MII.7473 rev. 10/0312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/t Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Job Truss Truss Type Ply LOT 30-2 WATERSTONE T20299134 2349429 PB3 VALLEY �Qty 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 26 15:19:53 2020 Page 1 ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-UHucSOi9cX_wgk1 WcOyaZGo4fcb4oDUFACsSxAzCb8K 2-0-0 4.4-0 6-8-0 8-8-0 2-0-0 2.4-0 2-4-0 2-0-0 3x4 = 3x8 II 3x4 = 6.00 12 3 9 4 10 5 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 2x4 = SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 2x4 = 8-8-0 Scale=1:16.5 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.20 Vert(LL) n/a n/a 999 MT20 2441190 BC 0.13 Vert(CT) n/a n/a 999 WB 0.10 Horz(CT) -0.01 7 n/a n/a Matrix-S Weight: 24 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 8-8-0. (lb)- Max Horz 1=35(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 7; 2 except 8=-142(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 1, 7, 2 except 8=283(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-174/278, 3-4=-1481279, 4-5=-148/279, 5-6=-168/279 WEBS 4-8=-184/345 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and,C-C Exterior(2) 0-3-15 to 6-0-0, Interior(1) 6-0-0 to 6-8-0, Extedor(2) 6-8-0 to 8-4-1 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2 except Gt=lb) 8=142. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 8. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albani PE N0.39* MiTek USA, {nr:; FL'-`CeR 13634. %6904 Pare East Blvd, Tampa FLL33610 Date May 26,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 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 IV 9 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 ANSNTPN Quality Criteria, DSB-89 and SCSI 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 Symbols PLATE LOCATION AND ORIENTATION 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. O�y16n For 4 x 2 orientation, locate plates 0- "i ' 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) 1 2 3 TOP CHORDS C1-2 C2-3 WEBS c7o 4 ❑ Q m Of $� ? ❑ O= O 1L ci U o a- ~ C7-8 C6-7 C5-6 0 BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ]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 �t MiTek' MiTek Engineering Reference Sheet: Mll-7473 rev. 10/0312015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/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. T