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HomeMy WebLinkAboutTruss249 Maitland Avenue, Suite 3000 Altamonte Springs, Florida 32701 P: (321)972-0491 1 F: (321)972-0484 1 E: info@fdserig.com .D --ite: www.fdsen .com 9 ENOINEERINO ASSOCIATES May 21, 2020 Building Department Ref: . Adams Homes: . Lot: Lot 14 Blk.2 Subdivision: Fort:Pierce = Waterstone Address: 8113 Amalfi.Cir. Model: 2508'CR RHG 2CFIL .KA # 20 3501 : y Truss -Company: Builders.FirsfSource :. Date of drawings:." 5/20/20 Job. No.: 2349401 Wind. Speed: 160 .REV FOR Exposure: C COE)8 cLINirE Truss Engineer:.: Walter P: Finn COUNTY.. .- To whom it may. concern,. IC We have reviewed the, truss design package for. the project referenced above. This truss package. complies -with the. original design intent and the underlying structure will. accommodate all indicated loads. We approve:the truss package: without. comment based.upon the truss layout: and truss profiles. supplied. to us by the Truss Company with: truss profiles sealed by the Truss Engineer: Please note,. this review is only for general:coriformance:with the design:concept of the project: Contractor. or sub -'contractor is responsible -for matching ali structural components'and'details shown in, the construction documents. Contractor or. sub -contractor is .also responsible. for . confirming all'quantities and dimensions; selecting appropriate fabrication processes and . techniques; and coordinating work with all other trades: Note:, Truss ID's.ma w Y az,Y: ' If you have any questions.-please'do not. hesitate' to call: e q 88B8B9 �6 .. Sincerely, �''e5 @ NBLO. oT0 0 ,,.•��C NSA No 871' • .� A O S E - CF 5/21/2020 Carl A. Brown, P.E. Lute Y b1 r�� ; : Todd M. Born; P.E. FL. # 56126, FL. #`I�iAL``��.yb� FL. # 82126 "�B RffIlA69,E�*�' "Doing Business with a Service Mindset and can Eye for Detail . 58-08-00 - - 14-00-00' 23-08-00 - 21-00-00 104- 0 - ,: j 1n M 1 'Sj U U U U V U \� � liiiiiii■ ®' ®®iiiiiiii■ ii■iiiv liiiiiiiie ®1 i - In aF ®■IIO®!�', 1' a F ,110 tJ .F 24-08=00 SIMPSON CONNECTOR SCHEDULE - ROOF TRUSS'- . Q' ID MODEL ROOF UPLIFT' .SYMBOL 0 A" LUS24 895 490.' ALA' 0 A HTU26' $600 ..' ' .' 1566.. tLA, 0 B HTU28 4680 :. ' 2140 .0- . C HTU26-2 ' 3600 2175. 0 D HTU28- 4680 3485 " '1 LID 0 E HGUS26-2 5320 :. ' . ' 2155 '_ 0, F HGUS28-2. 7460 3235.- 0 ,. G-11 HGUS26-3 5230 2155 LG 0. H. HGUS28=3. 7460: 3235 0. J THJA-26 9100 4095 1 LI: ' 32 . 3 X, 8 NOR MAIN WIND FORCE RESISTING SYSTEW= HYBRID WIND ASCEI.10 ENCLOSED : IMPORTANT EI(POSURE CATEOCRY C. OCCUPANCY CATEoOaY s. This Drawing Must Be Approved And DOADM FACTOR 1.00 I LOAD I10NPH WIND . Returned Before Fabdcation Will TRUSSES HAVE BEEN DESUMMO FORA IU PSF BOTTOM CHORD LIVE LOAD ' Begin. For Your Protection Cheek Ali NONCONCURREM PATH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To. Approval Of Plan. ROOF LOADING FLOOR LOADING SIGNATURE BELOW INDICATES ALL NOTES AND.DIMENSIONS HAVE TOLL: 20 PSF TCLL:: " 40 PSI BEEN ACCEPTED. TCDL: 07 PSF TCDL: 10 PSF ' BCDL: 10 PSF, BCDL: 6 PSF By Date "TOTAL: 37 PSF TOTAL: SS PSF DURATION: 1.25' DURATION: 1.00 CAUTION!! I DQ NOT. ATTEMPT TO, ERECT TRUSSES WITHOUT: REFERRING. TO THE.ENGINEERING.DRAWINGS AND, BSCI-B7 SUMMARY SHEETS.' ALL PERMANENT BRACING MUST•BE IN PLACE -PRIOR. TO - LOADING .TRUSSES. ' ' Qe. ' SHEATHING, ' SHINGLES, ETC.) ALL INTERIOR_ -BEARING . WALLS MUST . BE .- IN • PLACE. PRIOR TO INSTALLING TRUSSES: REFER TO 'FINAL' ENGINEERING SHEETS FOR THE FOLLOWING.. " 1) NUMBER' OF, GIRDER PLIES AND NAILING SCHEDULE 2) BEARING: BLOCK' REQUIREMENTS.- 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. ..'..WARNING.. . Backchdrges Will Not Be Accepted . Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By ' Builders First Source. ' NO-EXECPTION% The General Contractor Is Responsible For.All Oonnections.Other Than Truss . .to Truss, Gable Shear Wall, And - - Connections, Temporary and Permanent Bracing, And Ceiling'And Roof Diaphragm Connections.. ROOF PITCH: .91.12 " CEILING PITCH: 0112 - TOP CHORD SIZE: 2X 4 BOTTOM: HORD SIZE:' 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER:' -TRUSS SPACING: 24" BUILDING CODE: FBC2017 BEARING HEIGHT SCHEDULE ' Hatch Legend . . _1 8'=0" off 1 V-0" aff BUILDER:'.' ' Adams Homes PROJECT.: Single Family .. MODEL: 2508 C. / CR.: 2CG ADDRESS: .. 8113 AMALFI CIR. LOT LOT 1412 SUBDMSION:. WATERSTONE ' CITY:' FORTPIERCE DRAWN BY:, .KSANCHEZ- - JOB S : , - .2349481 - - DATE:1-0512012020 1 SCALE: I NTS ' PLAN DATE: 2020. - REVISIONS: 2 , 3. - 4. 0a Builders . FrstSou- me 4408 Airport Road . Plant City, FL 33563 Ph: (813) 305-1300 Fax (813) 306.1301- ■ /— - 1 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. O'Dp14'���7�1 RE: 2349401 - LOT 14/2 WATERSTONE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 2349401 Model: 2508 Ewpa, FL 33610-4115 Lot/Block: 14/2 Subdivision: Waterstone-St Lucie County Address: 8113 Amalfi Circle,. City: FortPierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: 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 42 individual, Truss Design Drawings and 0 Additional Drawings. 3 With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheetwpy conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T20265548 A01 5/20/20 15 T20265562 A13 5/20/20 2 T202655 A01 A 5/20/20 16 T2026556 A14 5/20/20 3 T20265550 50 A01 B 5/20/20 17 T20265564 A15 5/20/20 REVIEWED I EWE ® FOR Ql9! �1" 4 T20265551 A02 5/20/20 18 T20265565 A16 5/20/20 5 6 T20265552 T20265553 A03 A04 5/20/20 19 T20265566 A17 5/20/20 CODE COMPLIANCE 5/20/20 20 T20265567 B01C 5/20/20 7 8 T20265554 T20265555 A05 A06C 5/20/20 5/20/20 21 22 T20265568 T20265569 B13 B13A 5/20/20 5120/20 ST. L U C I E COUNTY 9 T20265556 A07C 5/20/20 23 T20265570 B13B 5/20/20 10 T20265557 A08C 5/20/20 24 T20265571 Cl 5/20/20 R®�� 11 T20265558 A09C 5/20/20 25 T20265572 C3 5/20/20 12 T20265559 A10 5/20/20 26 T20265573 C5 5/20/20 13 T20265560 All 5/20/20 27 T20265574 D01 5/20/20 14 T20265561 Al2 5/20/20 28 T20265575 D01 S 5/20/20 This item has been electronically signed and sealed by Finn, Walter, 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: Finn, Walter 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. 33 ;. May 20,2020 Finn, Walter 1 of 2 W10 MJT6-ko RE: 2349401 - LOT 14/2 WATERSTONE Site Information: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Adams Homes Port St Lucie Project Name: 2349401 Model: 2508 CR Lot/Block: 14/2 Subdivision: Waterstone-St Lucie County Address: 8113 Amalfi Circle,. City: Fort Pierce State: FL No. Seal# Truss Name Date 29 T20265576 D02 5/20/20 30 T20265577 E7 5/20/20 31 T20265578 E7V 5/20/20 32 T20265579 E7VA 5/20/20 33 T20265580 E7VB 5/20/20 34 T20265581 E7VC 5/20/20 35 T20265582 F01 5/20/20 36 T20265583 H7 5/20/20 37 T20265584 PB1 5/20/20 38 T20265585 PB2 5/20/20 39 T20265586 PB3 5/20/20 40 T20265587 V2 5/20/20 41 T20265588 V3 5/20/20 42 T20265589 V4 5/20/20 2 of 2 f Job Truss Truss Type Qty Ply LOT 14/2 WATERSTONE T20265548 2349401 A01 SPECIAL 5 1 Job Reference (optional) 0 _ ... _.-._..... . ..... ....r, . �„ ....,,. —y' 0-4-1-1 a a<v con r en urvusums, mc. vveu may cv i i au:af tutu rage l I D:71 YDfltmYJ1 NmupVDA3te2z4H2S-g79QiiJzP2HHhrRITdQ0rYfmbRZV9FIE7t7L7XzEdCe 48-0-0 1-40 5-7-7 a-11-0 1411-8 21-0-0 25-4-0 239-0 35-6-8 41-10.15 48-74 46- -0 -0-0 5.7-7 33.10 fi-0-8 fi-0-8 4-0-0 4-0-0 6-0-8 6 •2.7 48-5 0-0- 2 1.4.0 Scale=1:91.9 5x6 = 3x6 = 5x6 = 6.00 12 6 30 731 3233 8 21 20 axo — sxa — 3x6- 4x6 = 6x8 = 3x8 = 3x8 = s-9-0 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/TPI2014 CSI. TC 0.61 BC 0.87 WB 0.57 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d 0.33 21-24 >317 240 -0.42 13-15 >999 180 0.07 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 268 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 4-4-0 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. Comp./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=-162911303, 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. 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 8 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 chard and any other members, with BCDL = 10.Opsf. sealed by Finn, Walter, PE 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) using a Digital Signature. 2=535,11=915,21=1097. 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. Waltar P: Finn PE 1N1612839' MiTek USA;,Incc'FL Cerf 6834, i' 004.Parke:�East Blvd: Tampa FL 33610; Date:: May 20,2020 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11.7473 rev. 101031205 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTei(� 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?PI1 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, IL 36610 Job Truss Truss Type Qty Ply LOT 14/2 WATERSTONE T20265549 2349401 A01A SPECIAL 1 1 Job Reference c tional ounuers rlrstauurce trlant ury, rLl, riant UIry, rL - 6000 r, d.z4u s Mar v zuzu MI I eK Inaustrles, Inc. vve0 May zu 'I'I :zu:oo zuzu rage i ID.?1 YDfItmYJ1 NmupVDA3te2z4H2S-IJjow2KbAMP81_OU1 KxdOmBx5qu9uajOMXsufzzEdCd -1-8 7,2-1$ 9-7-11 1411-8 21-0.0 25-40 29-8-0 35-8-8 41-10-15 40.7-0 4&0.0 0.1-8 }-1-0' 2-0-15 5 112 6-0-8 4-0-0 4-0-0 6-2-7 1-0 2 5x6 = 3x6 = 5x6 = 6.00 12 8 32 933 3435 10 5x8 6 5 3x4 11 2x4 4 1.5x8 STP = 30 3 1 1 2 4x6 = 20 23 22 3x6 = 4x6 = 6x8 = 19 18 40 3x8 = 3x8 = 17 16 42 3x8 = 3x8 MT20HS = Scale=1:91.8 5x6 12 1.5x8 STP = 37 13 I' 14 0 0 15 1N 3x6 = 46 = 7-2-12 6-1-8 6-3 8 12-1.7 21-0-0 2&e-0 3&7.11 48-7-4 6.1-8 0- -0 410-11 8-10-9 B-8-0 8-11-11 7-11-9 0-11.4 Plate Offsets (X,Y)-- [5:0-0-0,0-1-121, [8:0-3-0,0-2-01, [10:0-3-0 0-2-0j, [12:0-3-0 0-3-0j, [23:0-3-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC ' 0.62 Vert(LL) 0.26 15-17 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.48 15-17 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.12 13 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS 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: 4-23: 2x4 SP No.3 4-0-0 oc bracing: 21-23 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-18, 9-18, 9-17, 11-17 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, 9-10=-1836/1468, 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=-1582/2685 WEBS 7-18=-378/395, 8-18=-334/650, 9-18=-343/229, 10-17=-362/661, 11-17=-701/562, 11-15=-100/453, 12-15=-316/348, 3-23=-164/280, 6-20=-11/332, 6-21=-2463/1248 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 This item has been members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. electronically Signed and 4) All plates are MT20 plates unless otherwise indicated. Sealed by Finn, Walter, 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 fit between Printed Copies Of this will the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) document are not considered 2=379, 13=968, 23=1083. signed and sealed and the 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. Walter P. Finn: PE N6.22838' MiTek USA; Inc: PL Cbtt 6634, . it3804.Parke.East Blyd: Tampa FL• 37610; Date:' May 20,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10103120f5 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 ANSIITP/1 Quality Criteria, DSB-89 and SCSI 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 Qty Ply LOT 14/2 WATERSTONE T20265550 2349401 A01B HIP 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 11:20:40 2020 Page 1 ID:YuAUBcr PWCx6RhnNP_DwTzU6L_ FirYKkMrizfsYlAt91z5TBHHLebnMWMgprL?jrzEdCb -14-0 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 5x6 = 3x6 = 5x6 = Ann Fv5-- 6 2930 7 3132 8 0 20 4x6 = 6x8 = 7-6-15 8-0-5 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 LumberDOL 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 *Except* 4-20: 2x4 SP No.3 WEBS 2x4 SP No.3 Scale = 1:84.4 3x8 = 3x8 MT20HS = 37-10-12 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.64 Vert(LL) -0.2415-17 >999 240 MT20 244/190 BC 0.83 Vert(CT) -0.42 15-17 >999 180 MT20HS 1871143 WB 0.84 Horz(CT) 0.08 11 n/a n/a Matrix -AS Weight: 274 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-18, 5-17, 7-17, 7-15 REACTIONS. (size) 2=0-8-0, 20=0-5-0, 11=0-7-4 Max Horz 2=419(LC 11) Max Uplift 2=-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=-163011176, 5-6=-1654/1319, 6-7=-1409/1303, 7-8=-1655/1403, 8-9=-1879/1448, 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, 13-15=-1171/1983, 11-13=-1464/2427 WEBS 3-19=-519/384, 4-18=-1120/1769, 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 Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2) 21-0-0 to 26-7-14, Interior(1) 26-7-14 to 29-8-0, Extedor(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. 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 100 lb uplift at joint(s) except Qt=lb) 2=221, 20=1040, 11=915. 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 Finn, Walter, 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. Waltu P: Finn PE W0.2283@: MiTek USA; Inc: FL CetF6894, . :W*4 Parke�East Blvd:iampa-FL 33610; Date:' May 20,2020 ® WARNING - Verify 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �s 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/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss e Qty Ply LOT 14/2 WATERSTONET20265551 rPEC 2349401 A02 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 11:20:42 2020 Page 1 ID:?lYDfltmYJ1NmupVDA3te2z4H2S-B5yJIQN6DbvancJFGAOZYcMaESIngR?zG9g6okzEdCZ -1-4-0 8-11-0 13-0-4 21-0.0 25-4-0 29-NO 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 0 18 11 46 = 6x12 MT20HS 11 8-9-0 8-11-0 15-4-5 5x8 = 2x4 11 5x8 = 28 6 2930 7 3x8 MT20HS = Scale=1:85.4 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) 0.40 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 We BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 248 lb 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 oc bracing: 16-18 14-16,12-14: 2x4 SP M 31 WEBS 1 Row at micipt 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=-1598/1276, 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=01427, 5-13=-1711602, 7-13=-991282, 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; BCD L=6.0psf; 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, Extedor(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 100 lb uplift at joint(s) except Qt=lb) 2=453, 18=1173, 10=764. 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 Finn, Walter, 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. Walteir P. Flhn PE No.2283C MiTek USA; Inc: FL Cert 664. 6804 Parke East Blyd: Temptj:FL- 33510• Date: May 20,2020 ®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 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 ANSI111P/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, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 1412 WATERSTONE T20265552 2349401 A03 SPECIAL 1 1 Job Reference o tional ' 0.4— J md1 W tutu MI I eR IIIUUSlrleS, IOG, vve0 May zv-112u:43 zuzu rage 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-fHWhzlOk_ul RPmuRgtXo5pumkrdMZwz7VpafKAzEdCY -1-4-0 8-11-0 12-11-10 19-0-0 25-0-0 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 Scale = 1:85.4 6.00 12 5x6 = 2x4 II 5x6 = 5 28 2930 6 31 7 J4 I 1 18 46 = 6x8 I 15-7-9 , 25-4-0 35-0-8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 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/defl Ud 0.36 18-25 >292 240 0.28 18-25 >372 180 0.09 10 n/a n/a PLATES MT20 MT20HS Weight: 245 lb GRIP 244/190 187/143 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=-404(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, 8-1 0=-2321/151 1 BOT CHORD 2-18=-290/53, 16-18=-1860/1208, 3-16=-336/390, 15-16=-610/1136, 13-15=-698/1406, 11 -1 3=-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 - 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 Exter or(2) -1-4-0 to 2-8-0. Interior(1) 2-8-0 to 19-0-0, Exterior(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 Finn, Walter, 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 = IO.Opsf. document are not Considered 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Gt=lb) signed and sealed and the 10=757, 2=404,18=1224. 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. Walter P. Finn PE Mo.22839, MiTek USA; line: FL,Cert8634 i6904 Parke.East Blvd: Tampti Fl:33870: Date: May 20,2020 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 111I1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is form 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 andlor chord members only. Additional temporary and permanent bracing ivi iTek" 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 ANSIITPN 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 14/2 WATERSTONE T20265553 2349401 A04 SPECIAL 1 1 Job Reference (olptl..13 ounaer5 Fir5rouurce Irian[ City, FL), riani lily, FL - 330e/, 8.240 s Mar B 2020 MI I ex industries, Inc. Wen May 20 11:20:45 2020 Page l ID:? 1 YDfItmYJ 1 NmupV DA3te2z4H2S-bfeRORP_W W H9e32gxlZGAE_2HfHN1 vyPz73mP3zEdCW 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 -4-0 8-11-0 3-7-5 4-5-11 5-2-12 6-2-8 5-2-12 4-7-7 7-4-0 Scale=1:83.9 6.00 12 5x6 = 3x6 = 5x6 = 5x6 = 5 30 6 3132 7 33 834 35 5x6 i 3x6 1 429 9 5x6 11 3 36 4x6 10 1.5x8 STP = 11 n 28 I� 8 6 o 1 2 5x6 = 17 3716 38 15 39 40 14 13 12 IN 0 19 3x8 = 3x8 MT20HS = 3x6 = 3x8 = 2x4 11 5x8 11 20 3x8 = 4x6 = 6xl2 MT20HS I I t 8-9-0 8-td-0 17-0-0 25-4-0 33-8-0 38-3-8 4--8 57 8-9-0 0-2'-0 8-1-0 8-4-0 7-4-0 Plate Offsets (X,Y)-- [3:0-3-10 Edge] [4:0-3-0 0-3-0],[5:0-3-0 0-2-01[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 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.44 20-27 >241 240 MT20 2441190 TCDL 7.0 Lumber DOL 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 We BCDL 10.0 Code FBC2017rrP12014 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 oc 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. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-161/410, 3-4=-81/369, 4-5=-1507/1204, 5-6=-1312/1174, 6-7=-1909/1492, 7-8=-1763/1406, 8-9=-198211466, 9-11=-2228/1530 BOT CHORD 18-20=-1798/1146, 3-18=-413/503, 17-18=-660/968, 15-17=-105111750, 13-15=-1138/1884, 12-13=-1207/1889, 11-12=-1207/1889 WEBS 4-1 8=-1 741/946, 4-17=-156/526, 5-17=-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; Vuit=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, 1nterior(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, Exterjor(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 100 lb uplift at joint(s) except (jt=lb) 11=764, 2=452, 20=1174. 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 Finn, Walter, 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. Walter P: AhmAE No,228W, hliTek USAy Inc. FL Cett 6634 . Wililoarka'Eaet Blvd; Tampa EL'33610. Dater May 20,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/201`5 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. 8efare 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 ANSI1TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 14/2 WATERSTONE T20265554 2349401 A05 SPECIAL 1 1 Job Reference (optional) ounueia niarouui ce main -ty, ry, nant Uly, rL -0000r, 6.Z4U S Mar U ZUZU MI I eK InausVles, Inc. Wee May ZU 11:ZU:45 ZUZU Page 1 ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-3sCpbnQcHpPOGDdOVO4VjSWGo3cumElZBnoJxVzEdCV 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 6-0-8 6-10-7 7-5-13 6-3-12 5-3-2 1.5x8 STP = 27 0 4x6 = 6.00 12 5x8 = 5x6 = 3x6 = 5x6 = 5 29 30 6 31 7 32 33 8 5x6 = ti 19 18 6x8 = 8-9-0 8-11-8 37 16 15 3839 3x6 = 3x8 MT20HS = A 14 3x6 = 11 13 12 3x8 = 3x8 MT20HS = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.34 19-26 >311 240 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.44 12-14 >996 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.09 11 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 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=-1573/1322, 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=-131111885 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 PLATES GRIP MT20 244/190 MT20HS 1871143 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. 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 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 100 lb uplift at joint(s) except Qt=lb) 11=773,2=497,19=1122. 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 Finn, Walter, 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. Walter P. Finn PE PYo.22839; MiTek USA; Inc. FL,Cert 6834 <8904 Parke.East Blvd: Tampa FL 33610; ,Date:' May 20,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114I1.7473 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 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 1 V I 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 ANS11rPl1 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 1412 WATERSTONE T20265555 2349401 A06C Roof Special 1 1 Job Reference o tional tswiciers FlrstboUrce (Plant Uity, FL), Plant City, FL - 33567, 8.240 s Mar 9 202U MiTek Industries, Inc. Wed May 20 11:20:48 2020 Page 1 ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-OEJaOTStpRfkVXnPdR6zotceRslaECasf5HQ?OzEdCT 13-6-8 45-12 8-8-0 12-1 -8 13- 19-6-14 24-8-5 324-14 37-0-0 43.10-12 50.8-0 45.12 424 42-8 0. -8 e-0-0 5-1-7 7-8.9 5-0-3 6.2-12 0.6-8 Scale = 1:91.9 3x4 11 4x6 = 1 28 2 29 3x8 11 4x6 = 6x8 = 46 = 7x10 = 3x6 = 5x6 = 6.00 12 3 4 5 6 730 31 8 32 9 33 19 18 so it —11 24 20 sr 10 14 13 3x6 3x6 II 3x8 = 3x8 __ 3x8 = 2x4 II 4x6 = 1.5x8 STP = 3.00 12 3x6 = �. 3x6 = 3x8 MT20HS =' " 13-8-8 13-6-8 e-8-0 12-10.8 13-0-019-6.14 21-7-0 H 1-10 37-8-0 43.10.12 50.8-0 42-8 0-t18 5-10-B 2-0-2 6-11-10 9-1-0 6-2-12 6-9.4 0-6-8 0-2-0 Plate Offsets (X,Y)-- (7:0-5-0,0-5-01, (9:0-3-0,0-2-0] (10:0-3-0 0-3-41 f21:0-7-4,0-4-01 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 0.63 Vert(LL) -0.23 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.43 14-16 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress [nor YES WB 0.64 Horz(CT) 0.05 11 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 333 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4,4-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 3-0-0 oc bracing: 19-21 5-19: 2x4 SP No.3 WEBS 1 Row at midpt 6-21, 7-18, 8-14 WEBS 2x4 SP No.3 REACTIONS. (size) 24=0-8-0, 19=0-4-0, 11=0-8-0 Max Horz 24=-458(LC 12) Max Uplift 24=-287(LC 8), 19=-1135(LC 12). 11=-835(LC 12) Max Grav 24=259(LC 21), 19=2280(LC 1), 11=1396(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-384/826, 4-5=-386/828, 5-6=-387/839, 6-7=-585/627, 7-8=-1606/1222, 8-9=-1700/1353, 9-1 0=-1 934/1381, 10-11=-2469/1646 BOT CHORD 23-24=-206/475, 22-23=-340/611, 21-22=-854/849, 19-21=-2234/1401, 5-21=-830/600, 16-18=-594/1207, 14-16=-899/1643, 13-14=-1328/2130, 11-13=-1327/2133 WEBS 2-23=-316/269, 3-23=-13/404, 18-21=-164/680, 6-21=-1771/1238, 6-18=-477/887, 7-18=-1124/797, 7-16=-236/653, 8-16=-325/367, 8-14=-259/190, 9-14=-275/572, 10-14=-624/559, 10-13=0/251, 3-22=-930/400, 4-22=-247/508 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 Exterior(2) 0-1-12 to 4-1-12, Interior(1) 4-1-12 to 37-8-0, Exterior(2) This item has been 37-8-0 to 43-3-14, Interior(1) 43-3-14 to 52-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Provide adequate drainage to prevent water ponding. Sealed by Finn, Walter, PE 4) All plates are MT20 plates unless otherwise indicated. Using a Digital Signature. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This has been Printed copies of this truss 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. document are not considered 7) Bearing at joint(s) 24 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify signed and sealed and the capacity of bearing surface. signature must be Verified 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) on any electronic copies. 24=287, 19=1135, 11=835. 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 Walter 0. Finh PE'No.22839; sheetrock be applied directly to the bottom chord. MiTek USA; Inc: FL Cert 6.834, . .6864 P,arke.East Blvd:7ampa FL.3ii' Date: May 20,2020 ® 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 MiTek® connectors. This design is based only upon parameters shown, and is form 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 Job Truss Truss Type Qty Ply LOT 1412 WATERSTONE T20265556 2349401 A07C SPECIAL 1 1 Job Reference o tional owweia rnJwuulGC l...... "'y, rL/, r.—I idly, rL - 00001, e.L4V s mar `J 4U4U MI I eK In0usrnes, Inc. vveu May Zu -I-I:zu:4`J Zu2U rage i ID.?l YDfltmYJ 1 NmupVDA3te2z4H2S-URtyDpTVaknb7hMbA8eCL48osGfvzb6?ul l_YgzEdCS -,1I 6-4-4 11-0-0 15-10-13 19-4-9 23-11-8 32-0-2 42-0-0 45-10-12 50-8-0 t-4-0' 6-4-4 4-7-12 4-10-13 3-5-12 4-6-15 8.0-10 9-11-14 3-10-12 4-9-4 5x6 = 3x6 3x6 3x6 = 5x8 = 5x6 = 2x4 II 3x4 II = = 6.00 12 4 276 6 28 7 8 29 9 10 30 31 11 21 20 19 32 33 18 34 17 16 35 36 4x6 = 2x4 II 3x8 = 3x6 = 3x8 MT20HS =3x6 = 3x8 = Scale = 1:91.9 I9 N 15 12 6x8 = 1.5x8 STP = 3.00 12 3x6 e - .Mn -0-0 50-8-0 _ _F_t_n a_a_n 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 0.65 BC 0.85 WB 0.87 Matrix -AS DEFL. in (loc) I/defl Lid Vert(LL) 0.25 18-20 >999 240 Vert(CT) -0.39 18-20 >999 180 Horz(CT) 0.11 15 n/a n/a PLATES MT20 MT20HS Weight: 284 lb GRIP 244/190 187/143 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=-1757/2352, 20-21=-1757/2352, 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. 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, 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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Finn, Walter, PE 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) 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 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) signed and sealed and the 12=281, 15=1125, 2=844. 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. Walfei P: Finn PE Mo.22839: MiTek USA,Inc FL dek 6634 .. '404PariAast BIvd:Tampa FL 3381D; Date:. May 20,2020 A 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 ANS11TPI1 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 City Ply LOT 14/2 WATERSTONE T20265557 2349401 A08C SPECIAL 1 1 Jab Reference o tional ounueia n,JlJVu1UC k".... l,uy, IL), rldrll idly, rL- 000o/, e.l9U s mar U LUZU 1101I1 eK mousirles, Inc, vveu may lU-I-I:ZU:OI Zulu rage 1 ID:?l YDfitmYJ 1 NmupVDA3te2z4H2S-Qp?ieVU16M21M_V_IZggQV E8M4KnRXOIL3W4cjzEdCQ 18.8.1 -1-4-0 6-3-4 9-0-0 16-0.11 1 o z&ao 2s-11-5 --42-6- ao a5-4 5a8-o -4-0 6-3-0 2-8-12 7-0-11 0- 5 4-3-15 6-11-5 37 7-0-1010 4-5-0 4 2-4-1 Scale = 1:91.9 5x6 = 5x6 = 5x6 = 2x4 II 3x4 II 6.00 12 3x6 = 3x6 = 3x6 = o.e 1\ 4 27 28 5 6 29 30 7 8 31 9 10 32 11 21 20 19 18 17 16 15 4x6 = 3x8 MT20HS = 3x6 = 3x6 = 6x8 = 3.00 12 3x8 = 3x8 MT20HS = 12 1.5x8 STP = 3x6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL _ 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Cade FBC20171TP12014 CSI. TC 0.65 BC 0.93 WB 0.76 Matrix -AS DEFL. in (loc) I/defl Ud 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 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: 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=-5441272, 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=-2841372 WEBS 3-21=-299/358, 4-21=-4211788,5-21=-739/525, 6-19=-96/272,6-18=-742/659, 7-18=-429/843,9-13=-2261258,10-13=-19/312,10-12=-482/406,8-13=-4991744, 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. 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 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. Sealed by Finn, Walter, PE 5) `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 using a Digital Signature. will fit between the bottom chord and any other members. Bearing Printed copies of this 6) at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. document are not considered 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) signed and sealed and the 12=267, 2=849, 16=1131. signature must be verified 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 On any electronic copies. sheetrock be applied directly to the bottom chord. Walter P. Finn PE 'No.22838: MiTak USA;lnc:'FL Cert`6634, . 8l304.Parke East Blvd. Tampa FL• 33610; Date: May 20,2020 ®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 MiTeW connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��• a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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?PH 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 14/2 WATERSTONE T20265558 2349401 A09C SPECIAL 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 11:20:53 2020 Page 1 ID:zmbLkv5ELIDttjyehSMnN D7z4_Wx-MC7T3AW?ezlOb IfMP_i8VwJTMt_XvQGboN?BhbzEdCO 17-0-9 � -4-Oi 7-0-0 12-1-2 16-0-0 16Ar0 22-0-0 26-11-7 31-10-13 37-0-0 40-0.12 43-5-0 46-&5 S0-8-0 Y-40 3-10-14 0-4-0 ' 4-11-7 411-7 411-7 5-1-3 3-0-12 3-44 3-3-5 3-11-11 0-8-9 Scale=1:91.9 5x6 = 6.00 12 5x6 = 3x8 = 5x6 = 3x4 = 5x6 = 2x4 II 3x4 II 3 294 5 6 30 31 7 8 9 32 10 11 12 33 13 25 24 23 22 21 20 19 18 17 JAIL — 14 4x6 = 3x8 MT20HS = 2x4 11 5x6 = 6x12 MT20HS = 3.00 112 1.5x8 STP = 17-0-9 i 7-0-0 12-1-2 i 16-0-0 1614rO t 22-0-0 26-11.7 31 -_13 36-10-0 37-g-0 43-5-0 50-8-0 7-0-0 5-1-2 3-10-14 0- 4-11-7 411.7 :11 -7 4-11-3 0- -0 7-3-0 Plate Offsets (X,Y)-- [3:0-3-0 0-2-0] [5:0-2-8,0-3-0] [8:0-3-0,0-3-0] [10:0-3-0 0-3-0] 118:0-3-6 0-3-0] [20:0-3-0 0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.57 21-22 >777 240 MT20 244/190 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/TP12014 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 cc 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=-4705/7925, 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=-119612437, 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 1Od (0.131"xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 Co. 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. 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 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 at joint(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 100 lb uplift at joint(s) except Qt=lb) 14=638, 2=1940, 18=2939. This item has been electronically signed and sealed by Finn, Walter, 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. Walfei P: Ahn PE 14o.22339; MiTek USA Inc:'FL'&A 6634-, }6904:Patke East Blvd Tampa FL 33610; DSte; Mav 202020 end with 0-0-0 ri htside setback 7-0-0 left side setback and 7-0-0 end setback. ' ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II.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 MiTek' T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 'y' I�i ka is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type Qty Ply LOT 14/2 WATERSTONE FAO9C T20265558 2349401 SPECIAL 1 Job Reference (optional) tiunaers I-irstbource (Flant City, FL), Plant city, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc.. Wed May 20 11:20:53 2020 Page 2 ID:zmbLkv5ELIDtgyehSMnN D7z4_Wx-MC7T3AW?ezlOblfMP_i8VwJTMt_XVQGboN?BhbzEdCO 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) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10103120f5 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�� q/� 4 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I Vi� 0pk° 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 ANSITTPII 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 s Truss Type City Ply LOT 14/2 WATERSTONE [Aluls T20265559 2349401 SPECIAL 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 11:20:55 2020 Page 1 ID:?1 YDfItmYJ 1 Nm upVDA3te2z4H2S-JbFD UsXG9aYkrcplXPkcaLOpJhkON KCuGgUll UzEdCM 1-4-0 6-1-8 14-3.12 21-0.0 29-8-0 3&4-0 38-3-6 44-4-0 -4-0 6-1-8 8-2-4 6-8-0 8-B-0 3-8-0 4-11-6 6-0-10 6.00 12 7x10 = 28 2930 6x8 = 3x4 = 14 - _ Scale = 1:79.0 3x6 — 4x6 II 2x4 II 5x8 = 3x6 II s-3-s 6-itI 6-2ne 1NO 3-12 21-0-0 27-3-11 33-_s 38-3A 44q-0 6.1-8 0-1-0 8-0-4 6-8-4 6-3-11 6-0-5 4-11fi 6-0-10 � 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 0.72 BC 0.76 WS 0.77 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) 0.18 14 >999 240 Vert(CT) -0.25 19-20 >999 180 Horz(CT) 0.10 11 n/a n/a PLATES GRIP MT20 244/190 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 midpt 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=-157311277, 7-8=-1997/1488, 8-9=-1988/1372, 9-10=-14061931, 10-11 =-1 402/989 BOT CHORD 20-22=-1762/1114, 3-20=-1675/1158, 19-20=-219/278, 18-19=-1095/1962, 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=-10331733, 10-12=-760/1307 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, Extedor(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 avid 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=303, 22=1113, 11=773. 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 Finn, Walter, 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. Walter-P.- Finn P—Orib.22838' MiTek USA; tric! FL'Cert 663'4 „ 6804 P irke,East8lvd-Tampa FL•`33610; Date:, May 20,2020 ®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 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 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 14/2 WATERSTONE T20265560 2349401 All SPECIAL 1 1 Job Reference o tional uun�ca ruaw�ww I...... ey, . y, 11-JJUO/, o.z'IU s Mar a zULU MI IeK inousrrles, mc. vve0 May eu i i:/u:ou zuzu rage 1 ID.?lYDfitmYJ1 NmupVDA3te2z4H2S-nnobhCYuwugbSmOx56Gr7zxxX54V6kt1VKDrlwzEdCL �1-4-0 4-1-14 b-8-4 9-7-13 14-2-1 19-0-0 I 26-3-5 31-8-0 33-4-0 3.11 44-4-0 1 4-0' 4-1-14 1-6-6 3-11-9 4-6-4 4-9-15 4-11 1-8-0 4-11.12 6-0 4 5x8 = 2x4 11 6.00 12 7 3132 8 33 5x6 = 9 2x4 II Scale = 1:81.8 258x14 MT20HS = 3x4 = 16 3y 15 14 13 3x6 = 5x8 = 2x4 II 5x8 = 3x6 II 6-4-11 9-7-13 14-2-1 19-0-0 26-3-5 33-4-0 38-3-12 44-4-0 6-4-11 3-3-2 4-6-4 4-9-15 7-3-5 7-0-11 4-11-12 Plate Offsets (X,Y)— [3:0-4-0 0-2-41 [7:0-5-8,0-2-4] [9:0-3-0 0-2-01,[12:Edge 0-1-121 [17:0-2-8 0-3-01 [23:0-5-4 Edge] [25.0-3-8 0-2-81 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 0.95 Vert(LL) 0.83 24 >638 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.96 24 >550 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.94 Horz(CT) 0.51 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 302 lb 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=-1746/1063, 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 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, 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 & sealed by Finn, Walter, PE MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pond Digital Signature. USIning. g a g g 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 chard and any other members, with BCDL = 10.Opsf. signature must be verified 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1018, 13=907. on an p y 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 Walier P. Finn:PE No.2283lI sheetrock be applied directly to the bottom chord. MiTek USA; Inc.'FL Cett683d . *i P.arke.EastBlvd:Tampa FL• 336:10; Date:' May 20,2020 ® WARNING . Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 101031205 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 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 Oty Ply LOT 14/2 WATERSTONE T20265561 2349401 Al2 SPECIAL 1 1 Job Reference o lional s FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 11:20:58 2020 Page 1 ID:71YDfitmYJ1 NmupVDA3te2z4H2S jAwM6uZ8SVwJi3YKCXIJC_OLOuhlafCKyeiyMpzEdCJ 14-0 6-7-12 11-11-0 17-0-0 22-0-0 28-5-0 33-8-0 38-9-0 444-0 4-0 6-7-12 5-34 5-1-0 5-3-0 6-2-0 5-3-0 5-1-0 5-7-0 5x6 = 6.00 12 5x6 = 3x4 = 5x6 = 28 29 6 30 7 31 32 8 Scale = 1:79.6 I 12-X0 21 i 3x4 = 14 13 12 11 3x6 — 5x6 = 2x4 II 2x4 II 5x8 = 3x6 II 6-7-12 254-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.49 20 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 1.00 Vert(CT) -0.63 16-18 >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 FBC2017/TPI2014 Matrix -AS Weight: 287 Ito 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, 9-1 0=-1 58811071, 10-11=-162111151 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=-197013240, 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, Extedor(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) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1012,11=901. 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 Finn, Walter, 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. Walter R Finh PE'PWii:YT830f MiTek'USA; Inc. FL,Ce.d66 4- f6904.P1 rko,East BIvd.Tampa fL 33610, Dater May 20,2020 ® WARNING - Verify 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 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 andlor chord members only. Additional temporary and permanent bracing " A 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 ANS11TP11 Quality Criteria, DSB-09 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 14/2 WATERSTONE T20265562 2349401 A13 SPECIAL 1 1 Job Reference (optional) ,.rwwca , uo,.�u,,.o trial n —y, "J, rwia Vny, 11 --1, 0.44U 5 Mar U LULU MI I'eK Inuusine5, Inc. vvea May zu 'I I:zu:tw zuzu rage i ID:?1 YDfltmYJ1 NmupVDA3te2z4H2S-BMUkKEam Dp2AJD7Wm FpYkBZWAl42J4?TBISVuFzEdCI 1-4-0 6-7-12 11-11-0 15-0-0 21-3-10 2%11 l5 33-0-0 35-8-0 40-0.6 4 -4-0 6-7-12 5-3-4 3-1-0 6-3-10 5-8-5 6-0-1 2-8-0 4-8-6 3-11-11 5x6 = 6.00 12 5x6 = 3x4 = 2x4 II 6x8 = 29 6 30 7 31 8 9 Scale = 1:79.6 e 23 22 15 14 13 31 s° 12 3x6 — 5x6 = 2x4 2x4 II 5x8 = 6x8 = 24-1-12 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 0.66 BC 0.78 WB 0.98 Matrix -AS DEFL. in (loc) I/defl L/d Vert(LL) 0.52 21 >999 240 Vert(CT) -0.70 17-19 >756 180 Horz(CT) 0.35 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 285 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: 4-22,8-14: 2x4 SP No.3, 18-20,16-18: 2x4 SP No.1 6-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 'Except' 10-0-0 oc bracing: 20-22 20-23: 2x4 SP No.2 WEBS 1 Row at midpt 20-23, 6-19, 7-16, 9-13, 10-12 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) 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=-2103/3405, 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, 4-1 9=-1 102/814, 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; 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 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 & 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. Sealed by Finn, Walter, PE 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 using a Digital Signature. will fit between the bottom chord and any other members, with BCDL = 10.0psf. Printed Copies Of this 6) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (it=lb) document are not considered 2=1014,12=907. signed and sealed and the 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 sisi mu gnature t b re must st e verified b sheetrock be applied directly to the bottom chord. any Copies. Walter P. Fmn-066.22839, Walk USA, ln& rL dedfi83A. ; 6904.Parke:East Blvd: Tampa FL• 33610: Date:. May 20,2020 ® WARNING - Verify 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 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 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 14/2 WATERSTONE T20265563 2349401 A14 SPECIAL 1 1 Job Reference o tional ,wwwwc t, ,a, a v,,y, , i.I, riaur —y, r� - aowr, 0,4 U 5 Mdr 5 LULU rVil I eK Inuustne5, Inc. vveo may zU -i- I:zl:U -i zuzu rage 1 ID.?1 YDfItmYJ 1 NmupVDA3te2z4H2S-7kcUkvcOIQluZXGvtfrOgcenT6k2n_Dmecxcz8ZEdCG n1.4-0, 6-10-5 11-11-0 1,3-0-Q 19-6-4 26-6-10 33-4-0 37-8-0 44-4-0 1 a-0' 6-10-5 11 11 1-0 6-6 4 7-0-6 6-9-6 4 4-0 6-8-0 6.00 12 5x6 = 2x4 II 4 5 2x4 II 5x6 = 4x6 = 6x8 = 29 6 30 31 7 32 8 9 Scale = 1:80.2 23 22 `3x8 = 14 13 12 11 3x6 = 5x6 = 2x4 I ° 2x4 II 2x4 II 5x8 = 3x6 II 19-9-5 a 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 0.93 BC 0.93 WB 0.99 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d 0.66 17-19 >798 240. -0.82 19-20 >647 180 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 (Ib) 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, 9-1 0=-1 681/1203, 10-11 =-1 573/1206 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. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 13-0-0, Exterior(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. Sealed by Finn, Walter, PE 4) All plates are MT20 plates unless otherwise indicated. using a Digital Signature. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' Printed this 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 copies of 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 r100 lb uplift at joint(s) except Qt=lb) signed and sealed and the 2=1020, 11=923. 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 sisi signature must be verified d sheetrock be applied directly to the bottom chord. y copies.ifie an electronic WalterP: Film-PEN'o.22638: MiTek USA, IhF: FL C6 t 664. ,, ,. <6604'P.arke 'EastBlvd: Tampa FL 33611); bate:' May 20,2020 AWARNING -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 fq building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V9 iT�ka is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type Qty Ply LOT 1412 WATERSTONE Truss T20265564 2349401 MONO HIP 1 1 Job Reference o tional "�^�•-� �••+���� tiai • �•y, �/, . ,a,.• • y, . o.—u s Mar � zuzu Ivll rex Inuustnes, Inc. vveu may zU-I-l:z1:Uz Zuzu rage 1 ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-bxAtyFdfWkQkAhr5RNN FMgBOZW3Y W W2wtGhAVazEdCF 11-0-0 16-7-12 24-0-11 %3-5 38-8-3 44-4-0 4-7-12 5-7-12 7-4-15 7-2-10 7 4-15 5-7-13 1-T.L7eeti Scale=1:77.3 5x6 = 3x4 = 5x6 = 5x6 = 4x6 = 2x4 II 4 5 23 6 24 725 8 26 9 17 16 1O a <o ry ea ou -ia iz dl sz 11 33 34 10 3x6 = 2x4 II 4x6 = 3x4 = 3x4 = 4x6 = 6x8 = 3x8 = 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid 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 LumberDOL 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/TP12014 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 Row 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, 11-13=-1907/2751, 10-11=-1028/1455 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 =-1 151/908, 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, Exterior(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. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=941, 2=1015. 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 Finn, Walter, 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. Waltei P: Finn PE No.22639; MiTek USA; Iris: FL Cert`6634 , . 6804 Porke,East Blvd: Tampa FL• 33610; May 20,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev. 1 a1o3,2a15 BEFORE USE Design valid for use only with MiTakO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and 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 Qty Ply LOT 14/2 WATERSTONE T20265565 2349401 A16 MONO HIP 1 1 Job Reference (optional) o. u 5 rvlar a Lulu rvll I eR muu5tne5, Inc. vve0 May ZV -I I:CI:U9 ZUZc rage 1 ID:?l YDfltmYJ 1 NmupVDA3te2z4H2S-YJHdNxev2LgSQ_?UZoPjRFGKfJpp_LCCKaAGaSzEdCD 1 4-D 6 4-1 9-0-0 15-4-15 22-5-11 30-10-5 37-11-2 44-4-0 -4-0 6.4-1 2-7-15 6-4-15 7-0-13 8-4-9 7-0-13 6-4-14 5x6 = 3x4 = 5x6 = 6.00 12 4 22 235 24 6 25 �1 0 5x6 = 7 26 Scale = 1:77.3 46 = 3x4 II 8 27 9 16 15 14 13 12 11 10 3x6 = 5x8 = 3x8 MT20HS = - 3x4 = 3x4 = 3x6 = 6x8 = 4x6 = 9-0-0 44-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.58 13-14 >912 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.74 Vert(CT)-0.7413-14 >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: 228 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 8-10 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) 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=-1194/941, 8-11=-635/1186, 8-10=-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. This Item has been 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 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 sealed by Finn, Walter, PE will fit between the bottom chord and any other members. using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 10=934, 2=1023. Printed copies of this 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 document are not considered sheetrock be applied directly to the bottom chord. Signed and Sealed and the signature must be verified on any electronic copies. Waltei PrFiiin RE Ido,22838; MiTek uSAlric: FL Cett 6694 . , 9904 Parkeia'st Blvd: Tamp ' FL• 33, 616 Date:' ' May 20,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10.(0312015 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 MITe�• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-09 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 14/2 WATERSTONE T20265566 2349401 A17 Half Hip Girder 1 Job Reference (optional) ounuers rustaource trlant uny, t-LI, riam Lily, rL - 540W, 62411 s Mar 9 YU2U Mi I ek moustries, Inc. VVea May 2U 11:21:U8 2U2U rage 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-Q5X8DJhQ5aBuvcJFoeTfc5R3UwHQwF8oFC8UjEzEdC9 1-4-0 7-0-0 9-11-0 15-2-0 20-5-0 25-8-0 30-11-0 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 = Scale = 1:77.3 2x4 I 39 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 = 23-0-8 28-3-8 33-6-8 38-9-8 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 NO Code FBC2017/TP12014 CSI. TC 0.63 BC 0.31 WB 0.60 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud 0.57 16-17 >931 240 -0.65 16-17 >817 180 0.12 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 591 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins, 1-3: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 8-8-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-3-8, 2=0-8-0 Max Horz 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, 9-1 4=-1 23212227, 9-13=-2788/1889, 10-13=-1766/3139, 10-12=-3744/2408 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"xW) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to This item has been ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. electronically Signed and 3) Unbalanced roof live loads have been considered for this design. sealed by Finn, Walter, PE 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. using a Digital Signature. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 Printed copies Of this 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. document are not Considered 7) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. Signed and Sealed and the 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 signature must be verified will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) on any electronic copies. 12=2052, 2=1875. Walter.- AENor22839; . MiTakUSA,tnc Fl`Ceti6634. -6609.P.e' �EaetBlyd:Tampi .33610; Date:' May 20,2020 AWARNING - Verify desfgn parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11.7473 rev. 1`010312015 BEFORE USE. Design valid for use only with MiTek®oonnectors. 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�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 ANSI1TPl1 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 14/2 WATERSTONE T20265566 2349401 A17 Half Hip Girder 1 2 L Job Reference (optional) tsu6cers FirsiSource (F1ant city, hL), elan L:Ity, I-L - 33567, 8.240 s Mar 9 2020 MiTek,Industries, Inc. Wed May 20 11:21:08 2020 Page 2 ID:?lYDfitmYJ1 NmupVDA3te2z4H2S-Q5X8DJhQ5aBuvcJFoeTfc5R3UwHQwF8oFC8UjEzEdC9 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(13) 8=-91,(B) 13=41(B) 22=-91(13) 23=-91(6) 24=-91(B) 25=-91(B) 26=-91(B) 27=-91(B) 28=-91(13) 30=-91(B) 31=-91(B) 32=-91(B) 34=-91(13) 35=-91(B) 36=-91(13) 37=-91(13) 38=-91(13) 39=-91(B) 40=-41(13) 41=41(B) 42=41(B) 43=-41(B) 44=-41(B) 45=-41(B) 46=-41(B) 47=41(B) 48=-41(13) 49=-41(B) 50=-41(13) 51=41(B) 52=41(13) 53=-41(13) 54=41(B) 55=41(13) A WARNING - Verify design parameters and READ NOTES ON, THIS AND INCLUDED MITEK REFERENCE PAGE 111114473 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 verily, 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 ANS1/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply LOT 14/2 WATERSTONE T20265567 2349401 B01 C GABLE 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 3 12-4-0 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 11:21:09 2020 Page 1 ID:5Q4EdW9h2lAUYT2rOU9UG8ykiQL-uH5WQei2suJIWluRLL?u8lzJ4KfPfpVyUst1 FgzEdC8 4x6 = 12-4-0 1-4-0 Scale = 1:44.7 3X4 = 22 21 20 19 18 17 16 15 14 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 TCDL 7.0 LumberDOL 1.25 BC 0.13 BCLL 0.0 Rep Stress Incr YES WB 0.14 BCDL 10.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 P OTHERS 2x4 SP No.3 REACTIONS. All bearings 24-8-0 5x6 = 24-M 24-M DEFL. in (loc) I/defl Ud Vert(LL) 0.00 13 n/r 120 Vert(CT) 0.01 13 n/r 120 Horz(CT) 0.01 12 n/a n/a PLATES GRIP M720 244/190 Weight: 133 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. (lb) - Max Horz 2=281(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 21,15 except 2=-191(LC 12), 12=-191(LC 12), 19=-110(LC 12), 20=-125(LC 12), 22=-206(LC 12), 17=-110(LC 12), 16=-125(LC 12), 14=-206(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 2, 12, 18, 19, 20, 21, 17, 16, 15 except 22=347(LC 17), 14=346(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-122/252, 5-6=-107/363, 6-7=-1401454, 7-8=-140/462, 8-9=-107/371, 9-10=-66/260 BOT CHORD 2-22=-80/253, 21-22=-80/253, 20-21=-80/253, 19-20=-80/253, 18-19=-80/253, 17-18=-80/253, 16-17=-80/253, 15-16=-80/253, 14-15=-80/253, 12-14=-80/253 WEBS 6-19=-134/336, 5-20=-136/286, 3-22=-250/444, 8-17=-131/336, 9-16=-137/286, 11-14=-249/444 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 12-4-0, Comer(3) 12-4-0 to 16-4-0, Exterior(2) 16-4-0 to 26-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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 t0 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) 21, 15 except Qt=lb) 2=191, 12=191, 19=110, 20=125, 22=206, 17=110, 16=125, 14=206. This item has been electronically signed and sealed by Finn, Walter, 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. Waller P: Fihn $E No.22639; MiTek IISA; liiotfL`Ce[t6634, . . 6964 Parke 'Eaet Blvd:%amps FL 33610; May 20,2020 ® 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 p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV IiTek7 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 1412 WATERSTONE T20265568 2349401 B13 COMMON 7 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 11:21:11 2020 Page 1 ID:5Q4Ed W9h21AUYT2rOU9UG8ykiQL-rgCGrKk]OVZTm31 qTm 1 MEj3cp8Ck7gOExAM8JYzEdC6 -1-4-0 6-5-4 12-4-0 18-2-13 24-8-0 26-0-0 1-4-0 6-5.4 5-10-12 5-10-12 6-5-3 1-4-0 Scale = 1:44.0 4x6 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 TCDL 7.0 Lumber DOL 1.25 BC 0.66 BCLL 0.0 Rep Stress Incr YES WB 0.33 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP Nc.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=281(LC 11) Max Uplift 2=-628(LC 12), 6=-628(LC 12) Max Grav 2=985(LC 1), 6=985(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1575/1037, 3-4=-1402/1005, 4-5=-1401/1005, 5-6=-1574/1036 BOT CHORD 2-10=-746/1519, 8-10=-367/961, 6-8=-788/1373 WEBS 4-8=-325/641, 5-8=-397/444, 4-10=-325/642, 3-10=-397/445 24-8-0 DEFL. in (loc) I/deft L/d Vert(LL) -0.14 8-10 >999 240 Vert(CT)-0.2610-13 >999 'I�o Horz(CT) 0.05 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 114 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 Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 12-4-0, Extedor(2) 12-4-0 to 16-4-0, Interior(1) 16-4-0 to 26-0-0 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, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=628, 6=628. 6) 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 Finn, Walter, 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. Willie'( P: PihnPE No:22839; MiTekUSA,Iric:'FLCe�t6834.. „ r6904.1parlicEast BlvdrTarnpaFL 33610: Date:' May 20,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10103,2015 BEFORE USE. ' Design valid for use only with MiTekaO 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 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 oty Ply LOT 14/2 WATERSTONE T20265569 2349401 B13A Common 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 11:21:11 2020 Page 1 ID:zmbLkv5ELlDtgyehSMnND7z4_Wx-rgCGrKkIOVZTm31 gTml MEj3bO8Cg7gpExAM8JYzEdC6 6-5-4 12-4-0 18-2-13 24-8-0 26-0-0 6-5-4 5-10-12 5-10-12 6-5-3 4x6 = 1 1.5x8 Scale = 1:44.3 3x6 = 3x4 = 3x4 = 3x4 = 3x6 = 8-6-12 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 0.52 Vert(LL) 0.14 9-12 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.26 9-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.05 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 112 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) 1=0-8-0, 5=0-8-0 Max Horz 1=-275(LC 10) Max Uplift 1=-51O(LC 12), 5=-632(LC 12) Max Grav 1=911(LC 1), 5=987(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-158711106, 2-3=-141311068, 3-4=-1405/1021, 4-5=-1578/1061 BOT CHORD 1-9=-814/1532, 7-9=-390/965, 5-7=-810/1376 WEBS 3-7=-321/641, 4-7=-397/447,3-9=-338/652,2-9=-403/451 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) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 12-4-0, Exterior(2) 12-4-0 to 16-4-0, Interior(1) 16-4-0 to 26-0-0 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, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=510,5=632. 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 Finn, Walter, 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. WillterI?. Finn:PE No32839; MiTek USA; ,Irk. FL;Cert'6634 *'04.Padce'East BIyd:TampltFL•`3361b' May 20,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10103/2015 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 ANS//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 Type Qty Ply ]Truss T20265570 2349401 B13B COMMON 1 JLOT14?2WATERSTONE 1 Job Reference (optional) builders f-IrstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 11:21:12 2020 Page 1 ID:zmbLkv5ELlDtgyehSMnND7z4_Wx-Jsme2gkw9phKNDc01TYbmxbnWYYws7G0Ag6hs?zEdCS i 6-0-12 11-11-8 17-10-5 24-3-8 25-7-8 6-0-12 ' 5-10-12 5-10-12 6-5-3 1-4-0 Scale = 1:43.4 4x6 = 4x6 = 3x4 = 3x4 = 3x4 = 3x4 = LOADING (psi) 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 WEDGE Left: 2x4 SP No.3 8-2-4 1 15-8-13 24-3-8 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.14 7-9 >999 240 MT20 2441190 LumberDOL 1.25 BC 0.66 Vert(CT) -0.25 7-15 >999 180 Rep Stress Incr YES WB 0.33 Horz(CT) 0.04 5 n/a n/a Code FBC2017/TPI2014 Matrix -AS Weight: 112 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 1=0-3-8, 5=0-8-0 Max Horz 1=-271(LC 10) Max Uplift 1=-503(LC 12), 5=-624(LC 12) Max Grav 1=897(LC 1), 5=973(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1514/1055, 2-3=-133311020, 3-4=-137711005, 4-5=-154911044 BOT CHORD 1-9=-759/1440, 7-9=-373/937, 5-7=-795/1350 WEBS 3-7=-326/646, 4-7=-394/445, 3-9=-292/578, 2-9=-356/422 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=6.0psf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-0-0, Intedor(1) 4-0-0 to 11-11-8, Exterior(2) 11-11-8 to 15-11-8, Interior(1) 15-11-8 to 25-7-8 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=503, 5=624. 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. IT 0 This item has been electronically signed and sealed by Finn, Walter, 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. WalterP. 0164*N6.12836: MiTek USA; In`e: FL Ce[t6634 . . 6694.Parke East BIvd;Tampti,FL 33616; Date: ' May 20,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.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 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 1 VliTek' 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 1412 WATERSTONE T20265571 2349401 C1 Jack -Open 4 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 11:21:13 2020 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-n2K1 GOIYw6p B7NBCaB3gJ88OVx2obfiXPUrFORzEdC4 -1-4-0 0-114 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 LumberDOL 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. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.6 DEFL. in (loc) Ildefl Ud 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 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=226. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE'No.22838; MiTek USA; In`c FL Cert6894 8884:Parke East B141ampa FL 33810; date: May 20,2020 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® 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 ANSI17Pl1 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 1412 WATERSTONE T20265572 2349401 C3 Jack -Open 4 1 Job Reference o tional tduiloers FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 11:21:14 2020 Page 1 ID:zm bLkv5ELlDtgyehSMnND7z4_Wx-FFuPTMmAhQx2dXm P8ua3rMhBFLM9K5yhd8bowtzEdC3 -1-4-0 2-11-4 ' 1-4-0 ' 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/deft 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 LumberDOL 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/TPI2014 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; BCD L=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 Qt=lb) 2=245. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P.•Fine t?E No.22838; MiTek USA,1ng:;FL,Cart 6f 3d•• �B004f?arkeEast BIvtl:7empa FL 33870; Ditm May 20,2020 WARNING • Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® 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 Welk' 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 ANS11TRPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 1412 WATERSTONE T20265573 2349401 C5 Jack -Open 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 3x4 = 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 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Grav 3=133(LC 17), 2=262(LC 1), 4=86(LC 3) 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 11:21:15 2020 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx jRSnhinpSk3uEgLbic5lOZD12leX3YCgsoKMTKzEdC2 4-11-4 4-11-4 Scale=1:17.6 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.48 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 BC 0.41 Vert(CT) -0.06 4-7 >999 180 WB 0.00 Horz(CT) -0.00 3 n/a n/a Matrix -AS Weight: 18 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. 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 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 Finn, Walter, 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. Wal6l' RAM M PE Wo.22839. MiTAUSA,1rui FL6e 44.- ,6604.Parke EastBlvd: Tampa FL 33610 Date: May 20,2020 ® 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job s Truss Type Qty Ply LOT 14/2 WATERSTONE T T20265574 2349401 SPECIAL 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 11:21:16 2020 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-BdO9u2nRD1 BlsgwnGJdXxnmRY9sHoubz5S4v?mzEdC1 -1-4-0 5-5-12 8-8-0 0- 15-0-0 22-0-0 23-4-0 1-4-0 5-5-12 3-2-4 0-4- r10-0 7-0-0 1-4-0 Scale=1:45.0 4x6 = Iq a N 3x6 = 2x4 11 9-0-0 0{-q 5-5-12 8-0-0 0-8-0 15-0-0 21-8-0 2$0-0 ot4 5-1-12 2-6-4 .8-0 6-0-0 6-8-0 04- Plate Offsets (X,Y)-- [5:0-4-0 0-3-0] [6:0-0-4,Edge] [6:0-0-4 Edge], [11:Edge 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.13 12-16 >757 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) 0.16 8-9 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.11 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 112 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 *Except* 4-9: 2x6 SP No.2 WEDGE Right: 2x6 SP No.2 REACTIONS. (size) 2=0-4-0, 6=0-3-8, 12=0-4-0 Max Horz 2=-254(LC 10) Max Uplift 2=-704(LC 12), 6=-856(LC 12), 12=-522(LC 12) Max Grav 2=533(LC 1), 6=675(LC 1), 12=577(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-578/833, 3-4=-404/704, 4-5=-342/630, 5-6=-821/1486 BOT CHORD 2-12=-447/450, 11-12=-447/450, 8-9=-1179/690, 6-8=-1168/688 WEBS 3-11=-226/386, 5-8=-579/283, 5-9=-557/1208, 9-11=-780/338, 4-11=-327/127 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 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) 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) except (jt=lb) 2=704, 6=856, 12=522. 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 Finn, Walter, 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. Wallet P. lt9l AE ko.22838; MiTek USA;'Inc.'FL'Cerf 6834 . . •6904,Parke:Ea$i Blvd. Tampa FL 33610, Dete: May 20,2020 ®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 qek* 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 MOW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 14/2 WATERSTONE T20265575 2349401 Dols MONO TRUSS 3 TJobTReference (optional) builders I-lrstsource (Plant City, FL), i Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 11:21:17 2D20 Page 1 I D:zm bLkv5ELIDtgyehSMn ND7z4_Wx-fpaX5No3_LJcU_V_p08mT_JddZE4XQo7K6pSXCzEdCO -1-4-0 6-0-10 8-10-0 1-4-0 ' 6-0-10 3x6 = Scale = 1:27.5 q-4-q d 4- 7-11-8 7-7-8 8-10-0 1 0-16-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid 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 LumberDOL 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. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Intedor(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 Qt=lb) 2=404, 6=408. 5) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chard and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P.fjhn PENo.22839; MiTek USA', Inc: fL',Cert 6634 . , 6904:Parke Eastelvd: Tafnpiiil; 33610 Date: May 20,2020 ®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 atruss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building. design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 14/2 WATERSTONE T20265576 2349401 D02 GABLE 1 1 Job Reference o tional cunaers rlrstwource trlant L:Ity, t-Lj, riant ctty, l-L - 335b7, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 11:21:18 2020 Page 1 I D:zm b Lkv5 EL I Dtgyeh S M n N D7z4_Wx-707wJj p h IfRT584ANkf? OCrmdyatGoO GYIZ03 ezEd C? -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 0-4- 6-0-0 7-0-0 1-4-0 5x6 = 46 8-0-0 Scale = 1:44.5 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 FBC2017TTP12014 CSI. TC 0.58 BC 0.75 WB 0.48 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud 0.22 12-27 >450 240 0.18 12-27 >543 180 0.02 6 n/a n/a PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 134 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: 4-9: 2x6 SP No.2, 6-10: 2x4 SP No.2 P 8-0-0 oc bracing: 9-11 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 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) 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. 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 This Item has been 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 electronically signed and Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. Sealed by Finn, Walter, PE 4) All plates are MT20 plates unless otherwise indicated. using a Digital Signature. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. Printed copies of this 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not considered 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 signed and sealed and the will fit between the bottom chord and any other members. "P" signature must be verified 9) 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 on any electronic copies. suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion wdl6r P: Finn PE'No,22839; protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer MiTek USA;'Iric,;Ft.`Ced'6834, _ .. ,. :8804Parke'East BIvd:Tampa FL•33810 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 Gt=lb) Date;' 2=648, 6=818, 12=615. May 20,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10103,2015 BEFORE USE. ' Design valid for use only with MiTeW 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 q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTeka is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss -Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jab Truss Truss Type City Ply LOT 14/2 WATERSTONE T20265576 2349401 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. Wed May 20 11:21:18 2020 Page 2 I D:zmbLkv5ELlDtgyehSMnND7z4_Wx-707wJjphlfRT584ANkf?OCrmdyatGoO GYIZ03ezEdC? NOTES- 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®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 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 or 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 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 1412 WATERSTONE T20265577 2349401 E7 Jack -Open 36 1 Job Reference o lional rsuucers FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 11:21:18 2020 Page 1 I D:YARgCU h M7owkV EMp PNjefGzAwvz-707wJjphl fRT584ANkf? OCrjTya n Gvx GYIZ03ezEd C? 7-0-0 Scale = 1:22.6 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 0.79 Vert(LL) 0.20 4-7 >426 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.19 4-7 >432 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horc(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -AS Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-195(LC 12), 2=-217(LC 12) Max Grav 3=198(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: 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. 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 (jt=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 Finn, Walter, 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. Walter P. Ejnh PE No.22836; MiTek USA; tnc FCCert 6W33 68a4 Parke'East Blvd:•Tampa FL 33611i, bite: May 20,2020 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/1.7473 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 piTek• 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 A 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. 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 1412 WATERSTONE T20265578 2349401 E7V Jack -Open 3 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 11:21:19 2020 Page 1 I D:YARgCUhM7owkVEMpPNjefGzAwvz-cCh I W3gJWyZKj IeMxRAEYPOuaMvR?MBQnPIZc5zEdC_ -1-4-0 7-0-0 1-4-0 7-0-0 Scale = 1:22.6 3x4 I Plate Offsets (X,Y)-- [2:0-2-11,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.21 4-7 >404 240 MT20 244/190 TCDL 7.0 Lumber DOL 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 FBC2017/TP12014 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 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 ANSITTPI 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 Qt=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 Finn, Walter, 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. Walie f P. Finn $E tdo.T28381 MiTA SA;lh'c: FL`Cid863d . 6664.ParkeIEaiit Blvd. Tampa FL 33616; bate':' May 20,2020 ® 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 1412 WATERSTONE T20265579 2349401 E7VA Jack -Open 1 1 Job Reference o tional builders First -Source (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 11:21:20 2020 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-4OFgkPrxH GhBLSDZV9hT5dxAhmLBkpRZO3277XzEdBz 1 4-0 7-0-0 1-4-0 7-0-0 3x4 6-1.8 7-0-0 6-1-8 0-10-R Scale = 1:22.6 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 0.36 Vert(LL) 0.08 6-12 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.44 Vert(CT) -0.10 6-9 >864 1'80 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 30 lb FT = 20% 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 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 Exterior(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 Finn, Walter, 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. Wager P. Ann PE No:22836, MiTek U$A; In'c:'FL Ce1 6834 .. „ %680d:Perke:EastBled:7ampaFt 33610, bate:. May 20,2020 ® 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 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 iTeiC� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safelylnformadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Cty Ply LOT 14/2 WATERSTONE T20265580 2349401 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. Wed May 20 11:21:20 2020 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-4OFgkPrxHGhBLSDZVghT5dx5CmHKkpRZO3277XzEdBz -1-0-0 4-1-8 i 7-0-0 1-4-0 4-1-8 2-10-8 Scale=1:22.8 3x4 4-1-8 7-0-0 4-1-8 2-10-8 Plate Offsets (X,Y)— f2:0-0-15,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.21 6-12 >392 240 MT20 244/190 TCDL 7.0 LumberDOL 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 (Ib) 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. 11; 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 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 This item has been sheetrock be applied directly to the bottom chord. electronically signed and sealed by Finn, Walter, 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. Walter P. Flnn AE W0.22839 MiTak USA; Inc: FL Cert 88A . 6804.Padce:East Blyd: Tampa FL 33610, Date: May 20,2020 ®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 nn AA building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing el( 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 ANS1171oi1 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 1412 WATERSTONE T20265581 2349401 E7VC Jack -Open 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 11:21:21 2020 Page 1 ID:YARq CUhM7owkVEMpPNjefGzAwvz-Ybp2xlrZ2ap2ybo12sCiegTFmAhNTDfjEjngfzzEdBy 2-1-8 4-8-2 7-0-0 1-4-0 2-1-8 2-6-10 2-3-14 3x4 3.00 12 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 TCDL 7.0 Lumber DOL 1.25 BC 0.44 BCLL 0.0 Rep Stress Incr YES WB 0.19 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) 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 I2T 0 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.14 3 >600 240 MT20 244/190 Vert(CT) -0.16 3-7 >506 180 Horz(CT) -0.11 6 n/a n/a 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. 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 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=1b) 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 Finn, Walter, 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. Walter P. Fibn Pi Wo.22339; MiTek USA;lhc: FL,Cert 6034, . 26904 Parke East Blvd: Tampti FL 33616: Date: May 20,2020 A WARNING - Verily 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 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 1412 WATERSTONE T20265582 2349401 F01 GABLE 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 11:21:22 2020 Page 1 ID:zmbLkv5ELIDlgyehSMnND7z4_Wx-OnNQ95sCotyval NxcajxA2OUga31Cj4sTNXDBQzEdBx -1-4-0 4-4-0 8-8-0 10-0-0 , ►1El 1-4-0 4-4-0 46 = Scale=1:20.9 3x4 = 3x4 = 4-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.02 6-18 >999 240 TCDL 7.0 Lumber-DOL 1.25 BC 0.27 Vert(CT) 0.02 6-18 >999 180 BCLL 0.0 Rep Stress Incr YES WS 0.06 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 P WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 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 PLATES GRIP MT20 2441190 Weight: 38 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. 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 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 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) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 2=481, 4=481. 9) 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. M 0 This item has been electronically signed and sealed by Finn, Walter, 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. Walter FL Fl6n: PE 146.22838; MiTek USA; ihc: FL Cert'6B3d .. . •6904 Parke East 61vd:7empa EL•'336117i Date:' May 20,2020 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473rev. 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 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 ANSI?PN 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 1412 WATERSTONE T20265583 2349401 H7 Diagonal Hip Girder 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 11:21:23 2020 Page 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-UzxpMRtgZB4mCvy7AHFAjFYgazMZx5e?i1 GnkszEdBw -1-10-11 5-2-5 9-10-13 0-10 ' 1-1' 5-2-5 4-8-8 Scale=1:22.1 3x4 = 5-2-5 14-7-12 0.0- 2 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 0.44 Vert(LL) 0.04 7-10 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 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/TP12014 Matrix -MS Weight: 43 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-147(LC 8), 2=-349(LC 8), 5=-178(LC 9) Max Grav 4=124(LC 1), 2=517(LC 1), 5=330(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-764/458 BOT CHORD 2-7=-523/692, 6-7=-523/692 WEBS 3-7=-26/286, 3-6=-751/568 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); 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) 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 lb down and 100 lb up at 4-3-11, 5 lb down and 100 lb up at 4-3-11, and 37 lb down This item has been and 155 Ib up at 7-1-10, and 37lb 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 54Ib up at 4-3-11, 5lb down and 54Ib up at 4-3-11, and 29 lb down at 7-1-10, and 29 lb down at 7-1-10 on bottom electronically signed and chord. The design/selection of such connection device(s) is the responsibility of others. Sealed by Finn, Walter, PE 7) 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. LOAD CASE(S) Standard Printed copies of this 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 Vert: 1-4=-54, 5-8=-20 signature must be verified Concentrated Loads (lb) Vert: 13=-75(F=-37, B=-37) 15=-10(F=-5, B=-5) 16=-57(F=-28, B=-28) on any electronic copies. Walter P.: Firm PE No.22839 MiTek uSA,lnc.'FL Cert 683d .. 6804.Parke.East Blvdi Tampa FL 33810; b_a_t&: May 20,2020 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 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 iUliTek` 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 ANSh TP11 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 1412 WATERSTONE T20265584 2349401 PB1 VALLEY 4 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 11:21:24 2020 Page 1 ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-yAVBZnuSKVCdp3XKk?mPFT5tDNnOgdX9xhOKGIzEdBv 4-4-0 8-8-0 ' 4-4-0 4-4-0 3x6 = 4-4-0 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 4x6 = 2x4 II 3x6 = 8-8-0 CSI. DEFL. in (loc) I/defl Ud TC 0.26 Vert(LL) n/a n/a 999 BC 0.13 Vert(CT) n/a file 999 WB 0.06 Horz(CT) 0.00 4 n/a n/a Matrix-P Scale = 1:16.4 PLATES GRIP MT20 2441190 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 atjoint(s) 5, 6 except 1=-128(LC 17), 2=-264(LC 12), 4=-264(LC 12) Max Grav Ail 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 Extedor(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 at joint(s) 2, 4, 6. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. N I7 0 This item has been electronically signed and sealed by Finn, Walter, 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. MR& P. Finn PE No.22339; MiTak USA; Inc: FL'Cert663''4 6904,Parke.East 51vd: Tarrijia FL 33916; Date: May 20,2020 ® 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 MfrekOO 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. Additbnal temporary and permanent bracing p 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 ANS11TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 1412 WATERSTONE T20265585 2349401 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. Wed May 20 11:21:25 2020 Page 1 ID:?1 YDfitmYJ 1 NmupVDA3te2z4H2S-QM3Zn7u45oKU RD6 W HiHeoge2yn7FP4nl9LIdokzEdBu 4-0-0 4-4-0 4-8-0 8-8-0 4-0-0 0-4-0 0-4-0 4-0-0 3x6 = 2x4 11 4x6 = 3x6 = Scale = 1:16.7 4-4-0 8-8-0 4-4-0 44-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 LumberDOL 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: 26 Ib FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. 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 11) 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 atjoint(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 Extedor(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 at joint(s) 2, 4, 6. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. This item has been electronically signed and sealed by Finn, Walter, 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. WAlter P: Film: PE Pfo.22838; MiTek USA; lhc: FL'Cett'S64.. *04 Parke East Blvd:7ampaFL 336W Date:: May 20,2020 ® 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 property incorporate this design into the overall Tek� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M i 7 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 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 oty Ply LOT 14/2 WATERSTONET20265586 TTusL5,T-yep 2349401 PB3 Y 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2-4-0 3x4 = 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 11:21:26 2020 Page 1 ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-uYcx_Svis6SL3NhifPotKUAECBSS8WKSO?VRKBzEdBt 2-4-0 2-0-0 Scale = 1:16.5 3x8 II 6.00 12 3 9 4 10 5 2x4 = LOADING (psf) SPACING- 2-0-0 CSI.. TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 TCDL 7.0 Lumber DOL 1.25 BC 0.13 BCLL 0.0 Rep Stress Incr YES WB 0.10 BCDL 10.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 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 at joint(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=-148/279, 4-5=-148/279, 5-6=-168/279 WEBS 4-8=-184/345 3x4 = 2x4 = DEFL. in (loc) I/defl Lid PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) -0.01 7 n/a n/a Weight: 24 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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) 0-3-15 to 6-0-0, Interior(1) 6-0-0 to 6-8-0, Exterior(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 Qt=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. O This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn FE dfo.22839; MiTek USA; InC,rFL'Ce'rt663A . 6604.Parke•Eaet Blvd: Tampa FL 33610i bate:' May 20,2020 WARNING • Verity 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 M p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 11/1 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 ANS11TPIf 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 14/2 WATERSTONE T20265587 2349401 V2 VALLEY 1 1 Jab Reference o tional Builders FIrstSource (Plant L:Ity, FL), Plant Laity, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 11:21:27 2020 Page 1 ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-NIAJCowKdQaBg W GvP7J6t5jSbbg0t_AbdfE_tdzEdBs 2-2-9 2-2-9 2x4 0- -8 2.2-1 2x4 II Scale = 1:8.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 7 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=2-2-1, 3=2-2-1 Max Horz 1=45(LC 12) Max Uplift 1=-19(LC 12), 3=-41(LC 12) Max Grav 1=54(LC 17), 3=60(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 2-2-9 oc puriins, except end verticals. 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=4011; 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) Non Standard bearing condition. Review required. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Flho Pk N6.22639: A1iTek US4; I ic: FL 6d 6634 6804'.Perke:East Blvd: Tampa FL 33610; Date:' May 20,2020 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-747J 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 Dal" 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 ANS//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 1412 WATERSTONE T20265588 2349401 V3 VALLEY 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2x4 i 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 11:21:28 2020 Page 1 ID:zmbLkv5ELlDlgyehSMnND7z4_Wx-rxkiP8xyOji2lgg5zgqLQJGZb_9DcRQIrJ YP3zEdBr 2x4 11 2 Scale = 1:12.6 0- -8 3-10-1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=3-10-1, 3=3-10-1 Max Horz 1=97(LC 12) Max Uplift 1=-40(LC 12), 3=-89(LC 12) Max Grav 1=117(LC 17), 3=129(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 3-10-9 oc purlins, except end verticals. 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 Extedor(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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) Non Standard bearing condition. Review required. This item has. been electronically signed and sealed by Finn, Walter, 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. Walter P. Finnn AbfoZ2838' MiTek USA; Inc.,FL Cart6634 . 6804 Parka -'East Blvd:7ampii FL 33810', Date:' May 20,2020 A WARNING - Veriry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mli-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 MiTek' building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VliTek� 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 Job Truss Truss Type Qty Ply LOT 14/2 WATERSTONE �2349401 T20265589 V4 VALLEY 1 1 Job Reference (optional) irstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed May 20 11:21:28 2020 Page 1 I D:zm b Lkv5E LI DtgyehSMn N D7z4_W x-rxkiP8xy0ji 2l g q 5zgq LQJ GY R_8 n cRQIrJ_YP3zEd Br 4 a d 2x4 - 2x4 II Scale=1:13.3 0-0=8 4-2-1 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight: 14lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-2-1, 3=4-2-1 Max Horz 1=107(LC 12) Max Uplift 1=-45(LC 12), 3=-99(LC 12) Max Grav 1=130(LC 17), 3=143(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vuit=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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) Non Standard bearing condition. Review required. This item has been electronically signed and sealed by Finn, Walter, 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. INatterP. Ann PE 46.22839: •MiTek USA; Inc. FL Cut 6694 , i6604'.P,erBeEastBlvd. Tampa FL 33610; Date: May 20,2020 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safelylnformadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 S Symbols PLATE LOCATION AND ORIENTATION 14-1 314' 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' d. For 4 x 2 orientation, locate plates 0- 'W' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89:. Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. 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 L9 MiTak MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated 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.