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"r rF D 81 ENOINEERINO ABSOCIATEB April 30, 2020 Building Department 249 Maitland Avenue, Suite 3000 Altamonte Springs, Florida 32701 P: (321)972-0491 1 F: (321)972-0484 1 E: info@fdseng.com Website: www.fdseng.com Ref: Adams Homes Lot: Lot 125 Blk. 5 Subdivision: Fort Pierce - Waterston Address: 5336 San Benedetto Pl. Model: 1512 C RHG KA # 20-3041 Truss Company: Builders First Source Date of drawings: 4/23/20 Job No.: 2324161 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, RECENED JUN 15 2020 Permitting Department St. Lucie County 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..)Yp-approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confmning all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, �• . ` No 87864 .4/30/2020q. ' 3 STATE F ;:4u.z Carl A. Brown, P.E. I���� LuLs.pp����)�jI i+ •' .`� FL. # 56126 L. 26 FL.N..7?e' NNA �Vljl��� 'Doing Business with a Service Mindset and an Eye for DIlia °'i��`k` 36-no-go 11-02-00 13-09-00- 1346.00 9>1 >^ .T�AA 01 CJiV �' �,. , ' CAV " CJ3V Ji �L o ' CJ3V , F x to "ndA CJ5V `)' r4 `)' r- CJ5V - sT J14, W 11, 10 2 00 - 09 2-0 00 .. _ _ .. oa + + 10+0" ceiling i= Da+ it2 vaui 407 : f: f _ -. 06 0$ f . . + . + ' + .. + 2-0 0 +.. 01 - + + + + + +" +2.0 00+ E E 0 E F A01 241 a - 3/12 vault - A01 43/12 vault + +_ + + c 7 2-0 06 03 04 : 4 7> +10'-Q" c llingF _-0 ..�" DD 8'=0" ceiling _ i1Bc " + + + - 2-0 410 126ti _ Al 3BC 47 " .. 14BC :+ + 2.o D0 15Bb 361# U 00 - CJ5 4 #2-0 00. CJ3 - 00 CJ1 2-u 00 xpo to vnn - B02 o EJ 9) I I I LC11B CAA -o X\ U U 19-00-00 19.00-00 38-00-00 �'RevieaalmeAF9naed ❑Rniumdpmb®1 ❑Rasicas eftmrmnm ❑Mel Reaieaed(aeeapLm6os) 'Cwaatirmi m amomn mine w egmy "mint s�mirtats or ahoPdasrogs Aoiog tb0 rnievrdo, rein murex rnov*f Aom ew of g re aim donams. oT me mo i p of ae'roj dmv This riot w only mr m zw of £meal e0000. me omm Aw eorcepo dt Ix pm1«i and gacsl i,'. ®o ash s mf ti® ®•m me sn i & mo®a Tees amdor u ae�amilla mr 44ahmih£ �mrtzlaua£� evl.dimmva¢a; wlstmg eHlo� pmnaea era ours olwavms+k¢ roma�5n£ bia�aim mat oleo mlaro-adu am Pmf £hwwvem�sefi misv8efnrwyvwv� IGI Os Pihl hieIGY.Y1Z11 n 03C? Om: o onom sy Suhmisal H¢: Projesi N¢:LMi Pngj Fap; Ira To Pmj¢1Rome: Adema Noma -Pon Piece- WaftmA;wlo1125 BL 5 BQEtFIIYCfPA1BOlEOVMO W Flmna1 N➢E¢ euwvarormarosarwoavmac<xrwm eremwxmua IMPORTANT sxwsm BYOfIIn GiEOA1Y< om..aorG"oo...a 1hla Drawing Mpat B. APpmyed am vw aanrw avx weoaomrawa rscrmrm TB15a0 wYHe¢n6.a�marOl r.rGWBenW mwlwoN6 seen giNmed Before t mil.n Ch ok Your Pmlectlon Cheok All xoscGcwa¢xrwm.wrenEnGxaGm Damn. ion Dimensions And Conditions. Prior To APBELOl Of Plan' SI INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND NOTES AND DIMENSIONS HAVE DIME TCLL 20 PSF TCLL: 40 PSF BEEN ACCEPTED. TOOL PSF TOOL. IS PSF 10 BCDL• 10 PSF BCDL• 5 PSF BY Data_ TOTAL V PSF TOTAL 55 PSF DURATION: 1.0 DURATION: 1.00 CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES IN"OUT REFERRING TO WE ENGINEERING DRAWINGS AND BSCI43I SUMMARY SHEETS ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES " us. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR. TO INSTALLING TRUSSES. REFER - TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING.. 11 NUMBER OF GgtDER PLIES AND NAILING SCHEDULE 2) BEARING BLOCK REQUIREMENTS 31 SCAB DETAILS OF REQUIRED)' O)UPLIFT AND GRAV"YRFACRONS. WARNING Backoharges YAD Not Be Accepted Regartlless of FauH W06W Prior NuUOcagon By m Custoer Wrmin'a - Hours And Investigation By Sudden First Sauna NO EXECPTIONS. Tie, Gsnenl Contractor la Responsibb For All Connectiobs ONdr Than Tmss _ to TO., Gable Sheer MIL And ' Commotion. Tem,mrs, and Permanent Gracing, And Gelling And Roof D'mphragm Connections. " ROOF PITCH: W12 CEILING PITCH: 0112 TOPCHORDSIZE 2X4 BOTTOM CHORD SIZE 2 x4 OVERHANG LENGTH: 16• END CUT. Plumb - CANII JE - MUSS SPACING: W BUILDING CODE FM2017 BEARING HEIGHT SCHEDULE BUILDER: - Adams Homes PRwwr. Single Family NaDFi: 1512 C ADDRESS: 5336 SAN BENEDETTO PL LOT I BLOCK 12US SUBOMSIOR WATERSTONE - Cfn': FORT PIERCE DRAWN BY: KSANCID:Z JOB 0: 1 2324161 DATE I04I23Y4020 SCALE: - FITS PLAN DATE: _ NOS PENSIONS: 1. L 3. 4. �OLdIders AFffstSoume 4408 Ahpon Road Plant City FL 33563 PR(813)305-1300 Fax (ett) 30S-1001 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 2324161 - LOT 125/5 WATERSTONE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 2324161 Model: 1512 Empa, FL 33610-4115 Lot/Block: 125/5 Subdivision: Waterstone-St Lucie County Address: 5336 San Benedetto PI., . City: Fort Pierce 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 33 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T20052404 A01 4/23/20 15 T20052418 A15BC 4/23/20 2 T20052405 A02 4/23/20 16 T20052419 A16C 4/23/20 3 T20052406 A03 4/23/20 17 T20052420 B01 C 4/23/20 4 T20052407 A04 4/23/20 18 T20052421 B02C 4/23/20 5 T20052408 A05 4/23/20 19 T20052422 B03C 4/23120 6 T20052409 A06 4/23/20 20 T20052423 CJ1 4/23/20 7 T20052410 A07 4/23120 21 T20052424 CAA 4/23120 ftecEIVED 8 T20052411 A08 4/23/20 22 T20052425 CA V 4/23/20 9 T20052412 A09 4/23/20 23 T20052426 CJ3 4/23/20 10 T20052413 A10 4/23/20 24 T20052427 CJ3V 4/23/20 1 5 7010 11 T20052414 A11BC 4/23/20 25 T20052428 CJ5 4/23/20 JUN 12 T20052415 Al2BC 4/23/20 26 T20052429 CJ5V 4123/20 Department 13 T20052416 At313C 4/23/20 27 T20052430 EJ2 4/23/20 Permitting 14 T20052417 At 4BC 4/23/20 28 T20052431 ER 4/23/20 St. Lucie county This item has been electronically signed and sealed by Velez, Joaquin, 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: Velez, Joaquin 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 ANSUTPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No, `68182 M7E -OF FILE Cuff I April23,2020 Velez, Joaquin 1 of 2 IMM wi 0 MiTek° RE: 2324161 - LOT 125/5 WATERSTONE MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: Adams Homes Port St Lucie Project Name: 2324161 Model: 1512 C Lot/Block: 125/5 Subdivision: Waterstone-St Lucie County Address: 5336 San Benedetto PI., . City: Fort Pierce State: FL No. Seal# Truss Name Date 29 T20052432 EJ7V 4/23120 30 T20052433 ERVP 4/23/20 31 T20052434 HJ2 4123/20 32 T20052435 HJ7 4/23/20 33 T20062436 HJ7V 4/23/20 1•�Wa Job Truss Truss Type Oty Ply LOT 125/5 WATERSTONE T20052404 2324161 A01 SPECIAL TRUSS 4 1 Jab Reference a [lanai Builders Plrst5ource (Plant City, FQ, Pianl l]ty, FL-33567. 8.240s Mar 92020 MiTek Industries, Inc. Thu Apr2312:57:432020 Pagel Scale -1:68.6 6.00 12 Sx8 = Eris Sx8 � 3.00 12 Plate Offsets (X,Y)— f2:0-2-7 Edael (4:0-2-12 0-3-01 f6:0-4-00-0-01 fB'0-2-7 Edael 110:0-2-12 0-3-41 f13'0-2-12 0-3-41 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Odefl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TIC 1.00 Vert(LL) 0.74 11-13 >620 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Ved(CT) -1.1211-13 >408 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(CT) 0.59 8 me ma BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 1851b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP Na.1 *Except* 12-13: 2x4 SP No.2 WEBS 2x4 SP Ni WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Hom 2=-362(LC 10) Max Uplift 2=-906(LC 12), 8=-906(LC 12) Max Grav 2=1478(LC 1), 8=1478(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. WEBS 1Row at midpt 6-11,4-11 FORCES. (Ild)'-Max. Comp./Max. Ten. -All fames 250 (Ib) or less except when shown. TOP CHORD 2-3=-4641/2627, 34=-4402/2550, 4-5=-2108/1365, 5-6=-2108/1352, 6-7=-0399/2551, 7-8=-4638/2628 BOT CHORD 2-13=-2204/4189, 11-13=-1272/2667, 10-11=-1304/2666, 8-10=2246/4182 WEBS 5-11=-829A510, 6-11=-1058/823, 6-10=-921/1795, 4-11=-1101/813,4-13=-907/1832, 3-13=252/351, 7-10=-262/351 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=4.2psh BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Intedodl )1-8-0 to 19-0-0, Exterior(2) 19-0-0 to 22-0-0, Interior(1) 22-0-0 to 39-4-0 zone;C-C for members and fames & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2, 8 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 9061b uplift at joint 2 and 906 Ib uplift at joint 8. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chum and 1/2' gypsum sheetreck be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin yele2PE No.89182 MITpkUSA, Ina. FL Cert6634 8904 Parke East Blvd. Tampa FL 3$610 Data: April 23,2020 AWARNINi Ve47ydeslgnpalametersandi NOTES ON THIS AND INCLUDEDMREI(REFERENCE PAGE MIL7473rov. re/D]fcaf6Bacei USE Design valid far u i. onlyvnth MTideD om edo,a. This d.oign Is based only upon parameters shown, and is for an NdMldual building son,em en( pot ��- a buns y M system. Before use, Me building designer must vede appllczbltimrs ty of design parastaand prop cry Incgmomle this design info fire overall buildingdesign. BmdngIndicated istoFormed bucidingofladNldualWeswas and/orchord members only. Additonallempomryand pe,manenlbracing _ MiTek toalways=11nd!for stability and to prevent collape.with possible perennal injury and property damage. For general guidance regarding Me fandcalion, abrege,delivery, erection and bracing of trueseaandlium.yoteme,s.. ANSI1PI1 Oually Critarla, DSBA9 and SCSI Seagram, Component Saferylnftrapp navatieble from Tmsa Plate Ins6tut.,218 N. Lee Street. Suit. 312, Meurndda. VA 22314. 6904 Parke East Blvd. Tampa,R 36610 Job Tress Truss Type Oty Ply LOT 125/5 WATERSTONE T20052405 2324161 A02 SPECIAL TRUSS 1 1 J bR! e(opC I) ,auw,ry, r4. "am sery,"-aeabr, 6.24U a Mar 9 2020 Mi I ek Industries, Inc. Thu Apr 2312:57:44 2020 Scale - 1:70.0 6.00 12 Sx6 = 131 3x6 II"- 2x4 II . " Sxe 5.8 3.00 12 8-0-0 I 19-0-0 29d-0 I 38-0-0 843-0 iM1a-0 Inrn t Plate Offsets (X Y)- 12:0-2-7 Edgel 14:0-3-0 0-3-01 I6:0-3-0 0-0-01 18:0-2-7 Edael LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Odefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(ILL) 0.66 11-13 >693 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.8411-13 -542 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 HomiCT) 0.51 8 Na n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -AS Weight: 242 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.1*Except* 12-13,10-12: 2x8 SP 240OF 2.OE, 14-18: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. Except: 10-M oc bracing: 11-13 WEBS 1Row at midpl 6-11,4-11 Max Hoe 2=-362(LC 10) Max Uplift 2=.906(LC 12), 8=-906(LC 12) Max Grow 2=1478(LC 1).8=1478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=4614/2619,3-4=4374/2541, 4-5=-2163/1384,5-6=-2163/1369, 6-7=-4368/2543, 7-8=4609/2620 BOTCHORD 2-13=-2197/4160, 11-13=-1297/2711, 10-11=-1329/2710, 8-10=2238/4155 WEBS 5-11=-845/1559, 6-11=-1034/817,6.10=-878/1696,4-11=-1080/809,4-13=-865/1740, 3-13=-257/351,7-10=-266/352 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf, h=25ft; B=45ft; L=2411; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 1-8-0, Interior(1) 1-8-0 to 19-", Extenor(2)19-" to 22-M, Interior(1) 22-M to 39.4-0zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of tress to bearing plate capable of withstanding 906 He uplift at joint 2 and 906 lb uplift at joint B. 7) This truss design requires that a minimum of7/16" strectural 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 Velez, Joaquin, 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. Joaquin yel"PE No.66182' MTpk USA; Inc. FL Cott6834, 6SB4 Parke East Blvd. Tampa FL 73810 Date: April 23,2020 AwAawwo,-Verily daslgnparmneters arW READ NOTES ON THISAND INCLUDWMN K REFE12ENCEPAGEMIA7473rev. 10,03201S BEFORE USE ' Q®gn valid be use onlywith MiTek® wnnecters. This design Is based only upon parameters shown, and is for an Individual building cvmpanent, not a truss sperm Before use, the building designer must vedty the epplicabilityof desgn parameters and properly Inocryorate mile, design into the overall buildingdesign. BradnghdiwtedisbpreventbucklingoflndNldualtmwmbanNorchordmanbersonly. Additional temporary and permanent bracing MiTek' laelways requiredfor stability and b prevent collapse won passible personal lnlury and pmpeM damage. Forganmelguldanceregardirgthe emotion and bracing of truaeea and truss eynxi see ANSIMP11 Quality CrlteNe, OSB49 and goal Building component 6904 Pm,ke East Blvd. 'many9o4sbmge,delivery. Selelylnlorma0on avalobte from Truss Plate Intends, 218 N. Lee Street, Suite 312. Aleezndda, VA 22314. Tampa, R 36610 Job Truss runs Type any Ply LOT125/5WATERSTONE T20052406 2324161 A03 SPECIAL TRUSS 2 1 Job Reference (optional) Irian, Cary, rLl, r,am ury, rL- papal, 6.00 12 rxe n axe II u4 II 5x8 3.00 12 2x4 II Sea = 8.24U 9 Mar 91u2u MI I ex Industries, Inc. Thu Apr 2312:57A6 2020 W Scale=1:69.0 Plate Offsets (X,Y)- [2:0-2-7 Edgel. [4:0-3-00-3-01 [6:0-3-00-3-01 [8:0-2-7 Edae7 [11:0-5-00-6-01 f12:0-8-0 D-3-81 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.92 Vert(LL) 0.64 11 >712 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.81 11-12 >562 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 HOR(CT) 0.51 8 n/a We BCDL 10.0 Code FBC2017/TPl2014 Matrix -AS Weight: 245 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except' 11-12,10-11: 2x8 SP 240OF 2.OE, 13-21: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-M BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-M oc bracing: 11-12 WEBS 1Raw at midpt 6-11, di-11 Max Horz 2=362(LC 11) Max Uplift 2=906(LC 12). 8=906(LC 12) Max Gray 2=1478(LC 1), 8=1478(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 2-3=-4610/2617, 3-4=-4369/2539, 4-5=-2151/1379, 5-6=-2151/1364, 6-7=-4369/2543, 7-8=-4610/2620 BOT CHORD 2-12=-2195/4156, 11-12=-1292/2704, 10-11=-1325/2704, 8-10=2238/4156 WEBS 5-11=-840/1548, 6-11=-1039/819, 6-10=884/1707,4-11=-1083/810, 4-12=-869/1746, 3-12=-257/351,7-10=-266/351 NOTES- 1) Unbalanced rooffive loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=4511; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-14-0 to 1-8-0, Interior(1) 1-8-0 to 19-M. Exterior(2)19-M to 22-M, Interior(1) 22-0-0 to 39-4-0 zone;C-C for members and forces 8 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 ndnconcurlent with any other live loads. 5) ' This truss has been designed for a live load of 21ll an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Bearing at joints) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90616 uplift at joint 2 and 906 lb uplift at joint 8. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin YelezPE Nd.68182' MTek USA;10c.FL Ceit 6634, 004 Parke East Blvd. Tampa FL 33810 Date: April 23,2020 AWARNING- Vedlydeslgnparan elarseMREAD NOTES ON TNISANDINCLUDW MREN REFERENCEPAGEMII-Tll9nv. 1db12015 BEFOREUSE beat, vend far use only with MiTaW tanneters. This design la based cnlyupan parameters show, and Is far an individual building component not �• hues system. Beare use, the building designer must verily Me applicability of deegn pmameters and properly Incorporate this design Into 0e owed buildingdeslgn. Bending Indicated is to prevent buckling ofadlvldual Was web andlor Morel members only. Additional temporary and perm,anentbracing MiTek' is alwaya requiredforsgbilily end personal to prevent collapse with females peonal Injury and pmpany damage Forgeneralguldanceregancing Ne fabrication. storage. dalivmy, ereNon and beatingof"sees and Was systems. see ANSVTPIf 0.14 Cdtw/a, DS249 and SCSI Building Component Sefetylnlprmaflon maeablefrom Truss Plate Institute, 218 N. Lee Street Suite 312, Alemmina, VA 22314. 69M Parke East Blvd. Tampa, 11 U610 Job Truss Truss Type City Ply LOT 125/6 WATERSTONE T20052407 2324161 A04 BPECIAL TRUSS 2 1 Job Reference o tipnal iurn coy, ry, rlanuery, rL - moor, 2020 MTek Industries, Inc. Thu Apr 2312:57:47 2020 Scale =1:68.4 Us = 6.00 12 3x6 = TMO = 2x4 II �8 3.00 12 10-0-0 19-0-0 191-7.8 294-0 I 38-0-0 10-0-0 g-0-0 n.7 oaa Plate Offsets (X Y)- f4:0.3-0 O."l r6'0.4-00-3-01 [8:0-2-7 Edae] Fl O:0-4-0 0-3-41 rl Y0-2-8 0-2-121 LOADING (psf) SPACING- 2-M CSI. DEFL. in (roc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.56 10-11 >807 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -1.15 10-11 >396 180 BCLL 0.0 Rep Stress Incr YES WB • 0.80 Horz(CT) 0.35 8 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 205 lb FT=20% LUMBER - TOP CHORD 2x4 SP N0.2'Except' 1-4,6-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except' 10.11: 2.4 SP M 31, 12-14: 2.4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Hors 2=-362(LC 10) Max Uplift 2=-903(LC 12), 8=-903(LC 12) Max Gre, 2=1483(LC 1), 8=1483(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Raw at midpt 6.11. 5-13, 11-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2648/1599, 3-0=-2400/1487, 4-5=-2062/1363, 5-6=-2100/1369, 6-7=-4434/2529, 7-8=-4671/2607 BUT CHORD 2-14=-1242/2331, 10-11=-1303/2664, 8-10=-2226/4217 WEBS 3-14=3811413, 4-11=-441/445, 6-11=-1074/80%6-10=-895/1844, 5-11=-838/1483, 11-14=987/2094, 7-10=-255/352 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; 8=45ft; L=24ft; eave=SR; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-0-0110 1-8-0, Intenodl) 1-8-0 to 191 Extenor(2) 191 to 22-M, Interior(1) 22-0-0 to 39-4-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 4)'This truss has been designed fora live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6.0 tall by 2-" wide will fit between the bottom chard and any other members. 5) Bearing at joinl(s) 8 considers parallel to grain value using ANSI/TPI i 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 9031b uplift at joint 2 and 90311h uplift at joint 8. 7) This Imss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chard and 1/2" gypsum sheetrack be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin Velez PE NO66182' MITukUSA, Inc. FL Cart 6634, 6964 Parke East Blvd. Tampa FL 3j810 Date: April 23,2020 AwARMNG. Vedtydesrgeperameaereand READ NOTES ON THIS AND INCLUDEDMUEKREFERENCE PAGE MII.7473me, 1011XV2015BEFORE USE • Design valid for use only with MiTi connectors. This design Is based only upon parameters shown, and Is for an Individual building component not Nil a truss ayatem. Before use, Me building designer must verify t,0 appliceNlity of design parameters and pmpedy Inexpande this design Into Me overall buirdingdesign. BmctngindicatedistopreventbuddingofIndividualWesweband/orchardmembersonly. Additonattemporary and permanentbrecing 's MiTek• eiwaye required for atabllityaand to prevent collapse with pouble personal Injury and pmpeMdamage. For general guidance regarding Me inculcation, storage, delNeeryry rvamn and bracing of Mx.ea.dd truss,ati see ANSWPH Quality Crfler/a, M9419 end 9CS1 BuOdbg component Safelyfnfandi aveh, 1.bom Tmze PlatelnsEMe,21BN.Lee StreeLSu,te312.N.e 0na.VA22314. 6904 Palle Feral Blvd. Beata Tan,paare. FL Job lass Truss Type City Ply LOT 125/5 WATERSTONE o T20052408 2324161 A05 HIP TRUSS 1 1 Job Reference (optional) rounders rlrstsource (Plant City, FL), Plan( Oly, FL-33557, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Apr 23 12:57A8 2020 Style=1:70.9 6.8 = 6.00 12 5x8 = 5x8 % 3.00 12 5x9 17-0-0 21-0-0 29-0-0 39-0-0 8.8-0 Bd-0 4-0-0 0-0-0 8-8-0 Plate Offsets (X,Y)- f2:0-2-7 Edge] [4:0-4.0 0-3-0] [5:0-5-4 0-2-01 [6:0-5-0 0-2-0] [7:0-4-0 Edge] [9:0.2-7 Edge] LOADING (psf) SPACING- 2-M CSI. DEFL. in (too) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.56 13-15 >807 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 VergCT) -0.7213-15 -630 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.74 Hom(CT) 0.47 9 n1a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 226 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2'ExcepV 1-4,7-10:2x4 SP No.1 BOT CHORD 2x4 SP Nu.1 *Except* 14-15,11-14: 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 BRACING - TOP CHORD Structural woad sheathing directly applied. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-13, 7-12 Max Hot 2=-327(LC 10) Max Uplift 2=-906(LC 12), 9=-906(LC 12) Max Gmv 2=1478(LC 1), 9=1478(LC 1) FORCES. (Ib)-Max.Camp./Max. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 2-3=-4580/2793,3-4=-0426/2795,4-5=-2447/1627,5-6=-2097/1592,6-7=-2420/1611, 7-8=-4422/2818, 8-9=-0577/2816 BOT CHORD 2-15=2367/4124, 13-15=-2215/3874, 12-13=-956/2112, 11-12=2259/3869, 9-11=2415/4121 WEBS 4-15=434/1051,4-13=-189711319,5-13=372/776, 6-12=-383/729, 7-12=-1870/1344, 7-11=445/1036 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) W nd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterfor(2)-1-4-0to 1-8-0, Interior(1) 1-8-01017-M. Exterior(2)17-0-0 to 25-2-15, Interior(1) 25-2-15 to 39-4-0zone;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 fora 10.0 psf bottom chard 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-M wide will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 2, 9 considers parallel to grain value using ANSIrnol 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Pmvide mechanical connection (by others) of truss to bearing plate capable of withstanding 906 lb uplift at joint 2 and 90616 uplift at joint 9. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin .Electronic No.68182' MlTek USA, Inc. FL Celt 6634, 6904 Parke East Blvd. Tampa FL 33810 Data: April 23,2020 AWARNING-Verity deslgn paramehraeMREAD NORFS ON 1M5 AND INCLUDED MN REFERENCE PAGE 1,0I.1473 nv. IMMO15 BEFORE USE Design valid for use only with MITe'.® 000nedam. This design Is based only upon parameter shown, and is for an Individual building mmlsonenl not ��• a Was eysnin. seen use, the building designer must verify the applimbllity of design Parameters and properly Incorporate bills design Into the overall buildingdaegn. BmciMhdiwtedistopreentbudhgofhdiAdual Wsswebandlaraordmembemonly. Addilonal temporary and peenernotbradlg MiTek_ h ehvaya featured for stabiliyand to prevenlcollapas Wth passible pa,eonal Injury and prawrtydama9e. Forgenemlguldnens gerdingthe (abtlwtlon, stamge,delivery, erecron and bradnp of Wsa6e and Wmsystvna, sae ANSWPIf Owilly Crltwia,DSB-09and BC iBudding Component Sahtyln/ormetlon avaeablefmm True Plate Institute, 218 N. Lea Snee, Suite 312. Noxnadda. VA 22314. 6904 Parke East Blvd. Tampa, R U610 Job as Truss Type oty Ply �UOTIIIIIWATERSTONE T20052409 2324161 A06 HIPTRUSS 1 1 Jab Reference (oe I) Builders Firstsource(want uty, FL), Plant City, FL-33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu 2312:57:49 2020 Scale=1:70.7 6.00 12 58= 21 22 6x8 C l�lg 5x8 � 3.00 12 Sx8 8-8-0 15-0-0 23-0-0 29A-0 38-0-0 a.fl.rl Rd11 1 Plate Offsets (X Y)— [2:0-2-7 Edge] [3:0-3-00-3-4) [4:0S-00-2-0] [5:04-0 0-1-151 [6:0-3-0 0-3-4] [7.0-2-7 Ed el [9:04-0 Edge] [1 1:0-2-4 Ed el [12:04-0 Edo ) LOADING (psf) SPACING- 2-M Cat. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Ved(LL) 0.62 11-12 -734 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.8410-11 >544 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Hom(CT) 0.57 7 Into, n1a BCDL 10.0 Code FBC2017fTP12014 Marix-AS Weight: 1831b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except' 1-3,6-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except' 2-12,7-9: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Harz 2=-291(LC 10) Max Uplift 2=-906(LC 12). 7=-906(LC 12) Max Grev 2=1478(LC 1), 7=1478(LC 1) BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1Raw at midpt 3-11,5-11, SAO FORCES. (Ib)- Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2.3=-4562/2842, 34=-2643/1795, 4-5=-2345/1740, 5-0=-2667/1822, 6.7=4562/2868 BOT CHORD 2-12=2398/4158, 11-12=-2270/3920, 10-11=-1201/2341, 9-10=2318/3870, 7-9=-2449/4105 WEBS 3-12=48411117, 3-11=-1753/1210, 4-11=-362f765, 5-10=-370/826, 6-10=-1668/1213, 6.9=-497/1100 NOTES- 1) Unbalanced roof We 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=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 15-0-0, Exteror(2)15-0-0 to 19-2-15, Interior(1) 19-2-15 to 23-M, Exterior(2) 23-0-0 to 27-2-15, Intedor(1) 27-2-15 to 394-0 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 pending. 4) This truss has been designed for a 10.0 psf bottom chord live load noncdncurrent 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-M wide will fit between the bottom chord and any other members, with BCDL = 10opsf. 6) Bearing at joints) 2, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 906 lb uplift at joint 2 and 9061b uplift at joint 7. 8) This truss design requires that a minimum of 7/16" structural woad sheathing be applied directly to the lop chord and 112" gypsum sheetmck be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin Velez PE N0.68182- MiTokUSA; Iho.FL Cott 6634, 6907 Parke East Blvd. Tampa FL 33610 Data: April 23,2020 A wmearrO- vadrydeargnpaameMnasoc EAD NOTES ON7NISAND/NCLUDED MRENREFERENCEPADEMII.7475ay. 1=142015BEFORE USE Design valid for use onlywiM la TeW connedca. This design Is based only upon parameter shown, and is for en Individual building wmlnnent mt ��• a Was a stem. Befam use, the building designer must verify Me applicability of design parameters and pmpedy Inocrporate this design into rue overall buildingdealgn.Brad, Indicated is b prevent budding of mlvidual base web andlor chard member only. Additional laminae, and permanent bmdM MiTek- bahvayarequlredtoretabililyandbprwwtmflapse MMposaiblopereonallnlu"ndpmmdydamage. For Boreal guidance regmdi,m Me fabdoefi mebrage,delivery. cocoon and bracing of busses and buss sprees, see ANSI PI1DYa11ry CHIW.,DSB 98nd BCSl Building Component Safetylnfomanion available bom Tmss Plate lnetitute.218 N. Lee Street Suite 312. Nomed,ia, VA 4314, 6904 Palle East Blvd. Tampa,R W610 Job Truss Truss Type Oty Ply LOT 12515 WATERSTONE T20052410 2324161 A07 HIPTRUSS 1 1 J b Reference (or 0 , .., x, .1. ,.a.,,..,,y. 6.00 12 Sx8 = 2.4 II S 25 6 26 Safi 1 2x4 \\ 4 3 1.5x8 STP = 24 2 17 16 15 14 yIi 10xl2 = daft = 6x8 = 5x8 = ran es mgusmes, Inc. inu Apr 2312:b7:512020 Pagel SSJg tyNvyjl4zHH5m-tRbh41E5 WQXXvm6HOD162IKbZxShRKUtTI FH3UNgPU 5x8 6 ad 9 13 12 4x6 = IOx12 = Scale, 1:70.3 d 1.5x8 STP = 27 Sx8 % 3.00 IFBids 8-0-0 13-0-0 ) 19-0-0 25-0-0 294-0 38-0-0 AG Plate Offsets (X Y)- [2 0-2-7 Etlge] [4 0-3-O OJ-01 fS0-6-0 0-2-81 p:0E-0 0-2-81 [8;0-3-0 0-3-01 f10:0-2-7 Ed ) LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.63 14 ,725 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 VerhCT) -0.79 14 >581 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Hoa CT) 0.48 10 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -AS Weight: 223111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.1*Except' 15-17,12-15: 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Hoe 2=256(LC 11) Max Uplift 2=-906(LC 12), 10=.906(LC 12) Max Grav 2=1478(LC 1), 10=1478(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(I11) or less except when shown. TOP CHORD 2-0=-4591/2942, 3-4=-0398/2888, 4.5=.3095/2102, 5-6=-3036/2147, 6-7=J036/2147, 7-8=-3095/2118, 8-9=-4398/2915,9-10=-4591/2968 BOT CHORD 2-17=2499/4136, 16-17=-2231/3847, 14-16=-1464/2755, 13-14=-1506/2755, 12-13=-2282/3847, 10-12=2552/4136 WEBS 4-17=-562/1045,4-16=-1295/889, 5.16=-497/893,5-14=-276/506, 6-14=-356/406, 7-14=277/506,7-13=-504/893,8-13=-1273/900,8-12=571/1019, 9-12=-158/251, 3-17=153/251 NOTES- 1) Unbalanced root 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=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2)-14-0 to 1-8-0. Interior(1) 1-8-0 to 13-0-0, Extedor(2) 13-M to 17-2-15, Interior(1) 17-2-15 to 25-M. Extedo42) 25-M to 29-1-6, Interior(1) 29-1-6 to 394-0zone;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 pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This tress has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at jolm(s) 2, 10 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 906 Ib uplift at joint 2 and 906 Ib uplift at joint 10. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin Telea PE ND.68182 MRek USA; Inc. FL Ced'6634 6904 Parke East Blvd. Tampa FL 33810 Data: April 23,2020 ®WARNINO•Vedty design parameters erMREAD NOTES ON MIS AND INCLUDED AMEX REFERENCEPAGEM47473 ray. 1WD"MBEFORE USE Design valid for use only wgh Milrek® connection. This deelgn Is based only upon parameters shown, and la far an Individual building component mt ��• a buss system. Before use, the bantling designer must verily Me appllcabllltyof design parameters and property Incorporate thL design into iheavemg bulldingdeslgn. Br do hdicatedistopmentbuc ingofhdMdualbusawebandiordoMmembemonly. Additional temporary and pa,manentbradrg MOW eW., national for etabtityand Is preventcollapas vdP injury and personal injuend promdy damage. For general guidance regarding the fabrication, abrage, delivery, erection and bracing of became and truss systems, see ANS rnelf Quality CdMle, DSB-89 andBCSI Building Component Seletylnfmmation available hem Tmse Plate Institute. 218 N. Lee Street Suite 312, Alexandria, VA Mrs. 6904 Parke East Blvd. Tampa, FL W610 Truss Tuss Type pry Ply LOT 125/5 WATERSTONE F2321161 T20052411 A08 HIPTRUSS 1 1 Job Reference o 6onal emaere ruereource teem" ,ry, noel ury, TL-JJba I. 6.241)s Mar 92U20 fill re, industries, in, Thu Apr 23 12:57:52 2020 Scale-1:68.9 Sx8 = 2x4 II sxe = gad i 6 26 6 27 7 3x4 6.00 12 2,4 Q 4 8 2%4 3 928 a p5 1.Sx8 STP =25 1.5x8STP = 24 29 17 16 15 14 13 12 2 J1 10%12 = 6x6 = 6x8 = Sx8 = 6F8 =10%12 = 10 a 5x8 us 3.00 12 8-8-0 111-0-0 19-0-0 27:20 29-0-0 38-M 8-e-0 2<41 a-0-0 an-0 p.en AArI Plate Offsets (X,Y)— [2:0-2-7,Edge][5:0.5-8 0-2-4] [7:0-5.8 0-2-0] ry0:0-2-7 Edge] [13:0-3-8 0.3-12] if 6:0-3-8OJ-121 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (roc) Odefl Utl PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Ved(LL) 0.75 14 >605 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Veri -0.94 14 >487 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.67 HOR(CT) 0.51 10 Na n1a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 217111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except' 15-17,12-15: 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP NoA Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=04.0 Max Hors 2=220(LC 11) Max Uplift 2=.906(LC 12), 10=90(i 12) Max Grav 2=1478(LC 1), 10=1478(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-4595/3025, 3-4=-4387/2940, 4-5=-3658/2484, 5-6=-3921/2699, 6-7=.3921/2699, 7-8=-3658/2503, 8-9=-4387/2966, 9-10=4595/3050 BOT CHORD 2-17=-2578/4141, 16-17= 2257/3872, 14-16=-1866/3319, 13-14=-1910/3319, 12-13=-2306/3872, 10-12=-2627/4141 WEBS 4-17=561/889, 4.16=-846/570, 5-16=-601/1065, 5-14=-088/821, 6-14=-474/544, 7-14=489/821, 7-13=-609/1065,8-13=-818/578, 8-12=.568/853, 3-17=-198/314, 9-12=-204/313 NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=160mph (3-second gust) Vasd=124ni TCDL=4.2psf, BCDL=6.Opsf; h=25ft; B=45ft; L=2411; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Extedor(2)11-0-0 to 15-2-15, Interior(l) 15-2-15 to 27-M, Exterior(2) 27-0-0 to 31-2-15, Intenor(1) 31-2-15 to 39-4-0 zone;C-C for members and tomes 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pouting. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other five loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at Joinl(s) 2, 10 considers parallel to grain value using ANSUTPI I angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 906 It, uplift at joint 2 and 90616 uplift at Joint 10. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112' gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin Yalta PE No.8918E Mask USA, Inc. FL Cerl'6634, 6904 Parke East Btd.Tempa FL 33810 Data: April23,2020 WARNING- VMly design Parareerars and READ NOTES ON MIS AND INCLUDED M? REFERENCE PAGE MII.717a se, le 015BE REUSE ses Design valid for use NioMRekW connectors. This deal, Is based only upon parameters shave, and Is for an vdNldual building component not ��• a boas system. Before use, ne building designer must verify the appliwbiliyordesgn parameters and matronly roarorate Cat design Into me overall boldngdealgn. Bracing indicated into prevent buoving of Individual truse web senior Gard member only. Addineral temporary and permanent terming MiTek_ b always re9umed far stability ad W prevent collapse win possible personal injury and pppeM damage. For general guidance regarding me Iabtlwlbn, atomge,delivery. erection and braung of,owes and boas system, an ANSUTPH quality Criteria. DS949 and BCat Building Component SafeylnlormNon avatable from Tmi Plate In di 218 N. Lee Street Suite 312. Me,rsndnla. VA 4314. 6904 Parke East She. Tampa. 1 310 Job Truss Truss Type pty Ply LOT 725/5 2324161 A09 HIP TRUSS 1 1Job W�ATFRSTONIT20052412 Referen ,..,,,.„. ov,o,,..-„r. rl. r,=„wnn rL wavr� O,U s Mar a zuzu Mi i ex measures, Inc. I nu Apr 2312:57:54 2020 Scale = 1:68.9 6x0 = 3.6 = 5x6 - 6.8 = 6.00 12 2.4 \\ 4 23 24 5 6 25 26 7 2x4 3 8 22 27 d 1.78 STP = 1.5xB 5TP = 21 14 20 2 �l1 13 12 11 Iqr 8 10 6x12 MT20H5 = 4x10 MT20HS = 3x4 = 6x12 Mr20H5 = 1$ l 5xB 5x0 ¢ 3.00 12 Plate Offsets(X,Y)-- f2:0-2-7Edgej (4:0.5-80-2-01 f6:0-3-00-3-41 [7:0-5-80-2-0]f9'0-2-7Edoej LOADING (pst) SPACING- 2-M CSI. DEFL. in (lot) 0defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 1.03 12 >441 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -1.41 12-14 >324 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WE 0.65 Hom(CT) 0.70 9 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight: 171 Ito FT=20% LUMBER - TOP CHORD 2x4 SP No.i'Except' 4-6,6-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except' 11-13: 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP Ne.3 REACTIONS. (size) 2=0-8-0, 9=0-e-0 Man Horz 2=184(LC 11) Max Uplift 2=-906(LC 12), 9=-906(LC 12) Max Grav 2=1478(LC 1), 9=1478(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-14, 6-11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-4610/3066, 3-4=4427/2983, 4-5=-3748/2563, 5-0=-5232/3409, 6.7=-3746/2585, 7-8=-4424/3008, 8-9=-4607/3090 BOT CHORD 2-14=-2611/4156, 12-14=-3116/5069, 11-12=-3141/5082, 9-11=2659/4154 WEBS 4-14=1091/1708, 5-14=-152511084, 5-12=0/388, 6-12=0/379, 6-11=1540/1090, 7-11=-1098/1705,3-14=-1441315, 8-11=-1431313 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24R eave=5ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(() 1-8-0 to 9-0-0, Exterior(2) 9-0-0 to 13.2-15, Interior(1)13-2-15 to 29-0-0, Exterior(2) 29-M to 33-2-15, Interior(l) 33-2-15 to 39-4-0 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 pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 6) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSIf NPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 906 lb uplift at joint 2 and 906 lb uplift at joint 9. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin YelaxPF" NO.68182 MRpk USA, Inc. FL C&A 6634,. 6904 Parke East Blvd. Tampa FL 33610 Date: April 23,2020 ANARNINO-Verify dealgnperamerus ark READ NOTES ON MIS AND INCLUDED Waif REFERENCE PAGE Wp7479 rev. Isomers BEFORE USE Design valid for use only vft MTBkda wnnedme. This design Is based orly upon parameters shown, and is for an Individual building tem,a.t not a Wes system. Before use, the building designer must vedfy Me appllcabllity of design parameters and Moody incorporate We design into file overall building design. Bradrg indicated is W prevent bottling of Individual pass were andror chord members only. Additional temparery and permanent bmang MiTek' Is rusep required for ve r stability and to prenlcoliapsewiN passible personal Injury and property damage. Forgeneruguldinceregarding0re fabrication, atarage, delivery, erection and bracing of passes and pass aystems, see ANSWPII DvaIIWCl/ta ., DSB-09 and Bp 1 BYildiag Co p-.ni Sehtyln/ermanan evaH&IOlmm Tmss Plate tn.UWW, 218 N. Lee Street Suite 312. Alexandria. VA U314. good Parke East Blvd. Tampa, FL W610 Job Truss Truss Type Oty Ply LOT 12515 WATERSTONE T20052413 2324161 A10 HIP GIRDER 1 r3 L Job Reference (optional) wnuwa, namw, aIr L ". r,eu„my, "mac, 1.5x8 STPSTP 01l/C"�.l 5,6 = 3 25 18 36 li = 0,4V S Mar V LULU MI I eN Inc. I he Apr 23 12:57:56 2020 Scale-1:68.9 35 85x6 — 6.00 12 IT 1.Sx8 STP= Ira 43 11 9 to 1r/IR 5x12 = o 3x6 = 3.00 112 3x6 s -0-0 ate I yen I tato-o tr ? 1" I 8 2 Plate Offsets (X Y)— [2:0-0-t0 Edge] P:0-3-00-2-01 [6:0-M 0-3-01 [8:0-3-00-2-01 [9:0-0-10 Ed el LOADING (psf) SPACING- 2-0-0 Cat. DEFL. in (loc) War Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.20 14-16 >430 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.1614-16 >555 180 BCLL 0.0 Rep Stress lncr NO WE 0.41 Horz(CT) -0.05 2 n1a rda BCDL 10.0 Code FBC2017/TPI2014 Mablx-MSH Weight: 335 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc pur ins. BOT CHORD 2x4 SP N0.2 BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except (jt=length) 16=14-0-0, 14=14-0-0, 13=0-3-8, 17=0-3-8. Ila) - Max Hom 9=149(LC 7) Max Uplift All uplift 1001b or less atjoint(s) except 9=-747(LC 8), 2=-530(LC 8), 16=-2018(LC 8), 14=-1952(LC 8), 13=-656(LC 8), 17=-232(LC 1) Max Grav All reactions 2501b or less at joints) except 9=1031(LC 1), 2=662(LC 17). 16=1860(LC 17), 14=2152(LC 1), 13=781(LC 1), 17=516(LC 8) FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 8-9=-2896/1814, 3-4=-1205/904, 4.5=.697/828, 5-6=-1092/1884, 6-7=-1273/914, 7.8=-2590/1714, 2-3=-1434/959 BOT CHORD 9-11=-1472/2593, 17-18=828/643, 16-17=-828/643, 14-16=-1322/859, 13-14=-601/426, 12-13=-601/426, 11-12=-633/1273, 2-18=-693/1261 WEBS 8-11=-115/668,7-11=-868/1429,7-12=-1095/942,6-12=-1121/1997, 5-16=272/559, 4-16=-1184/BB6,4-18=-1344/2152, 3-18=-21/320, 6-14=-1662/1146, 5-14=-744/571 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - i row at 0-9-0 01 Bottom chords connected as follows: 2x4-1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 raw at 0-9-0 oc. 2) All loads arc 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=4.2psh BCDL=6.0psf; hiii B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=O.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 9, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of hearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7471b uplift at joint 9, 530lb uplift at joint 2, 201816 uplift at joint 16, 19521b uplift at joint 14, 6561b uplift at joint 13 and 232 lb uplift at joint 17. Jontinued on pace 2 This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin Velez PE No.68182 M7ek USA, Inc. FL Carl 6034, 6904 Parke East Blvd. T5mpa Fit. 03010 Date: Anvil 73.7n7n ®1wARNINd-Varlrydediraja ramePorsaMREADNOT£S ON TNISANDINCLUDW MITENREFERENCEPAGE MIIi me 1047=015 BEFORE USE Doi valid for use onlywi0, Wei wmrdar. This design Is based onlyupon parameters shown, and is far an Individual building component not �I- a true, avatar. Before use, the building designer mustvadty the applicability of dssgn parameter and property incorporate gas design Into to overall r builamadeslgn. Brading indiums! is he prevent buolding of Individual buso web andlor drival members only. Additional temporary andpem,amentbrade, Is MiTek' always peel for inability and to prevent collapse W% possible personal injury and property damage. Forger relguldanceregardiMalle fabdwibn, storage, delivery, erection and bradng of busses, and truss sptems, see A 51i Duellry Cdfede, Di and B08l Building Component Safaly/nformepan .wadablefrom Tmss Plate Ins6WIa,210N.Lee Sb %Suite312.Nl .0 dda,VA22314. 6904 Pants East Blvd. Tampa, FL M610 Job Truss Truss Type Qty Ply LOT 125/5 WATERSTONE T20052413 2324161 A10 HIP GIRDER 1 L Job Reference (optional) Winners Flrstsource (Plant city, FL), Plant Gity, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 2312:57:56 2020 Page 2 NOTES- ID:vgWgkLM89b_5SJglyNvyjHzHH5m-EPOa7TIDLM9p?X?EDRuHII2alyzc6eocclz2k5zNgPP 10) Hangers) or other connection devices) shall be provided sufficient to support Concentrated load(s) 316 lb down and 525 lb up at 7-0-0, 116 lb down and 214 lb up at 9-0-12, 7Ib down and 73 lb up at 11-0-12, 7Ib down and 73 lb up at 13-0-12, 7Ib dawn and 73 It, up at 15-0-12, 7Ib down and 73 lb up at 17-0-12, 7Ib dawn and 73 Ib up at 19-0-12. 7Ib dawn and 73 Ito up at 21-0-12, 7 lb down and 73 lb up at 23-0-12, 116 lb down and 214 Ito up at 24-11-4, 116 lb down and 214 lb up at 26-11-4, and 116 lb down and 214 It, up at 28-11-4, and 3161b dawn and 5251b up at 31-0-0 on tap chord, and 393 Ib dawn and 156 lb up at 7-3-0, 8216 down at 9-0-12, 174 lb down and 304 lb up at 11-0-12, 1741b down and 304 lb up at 13-0-12, 174 lb down and 304 Ib up at 15-0-12, 174 lb down and 3041b up at 17-0-12, 1741b down and 304 Ito up at 1 "A 2, 174 lb down and 30416 up at 21-0-12, 174 Ito down and 304 lb up at 23-0-12, 82 Ib dawn at 24-11-4, 82 lb down at 26-11-4, and 82 lb down at 28-11-4, and 393 Ito down and 1561In up at 30-9-0 on bottom chard. 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: 8-10=-54, 3-8=-54, 1-3=-54, 11-19=20, 11-18=-20, 18-22=-20 Concentrated Loads (lb) Vert: 8=269(F)3=-269(F) ll=-393(F)18=393(F) 14=-174(F) 13=-00(F) 17=-174(F)25=-116(1`)26=-7(F)27=-7(F)28=-7(F)29=-7(F)30=-7(F)31=-7(F)32=-7(F) 33=-116(F)34=-116(F)35=116(F)36=-60(F)37=-174(F)38=-174(F)39=-174(1`)40=-174(F)41=-174(F)42= 60(F)43=-60(F) ®WARNING-V iydeslgnponametarserMREADIA)i ON MIS AND INCLUDED M?EKREPERENCE PAGE M67i 1"32019HEfORE USE assess Design valid for use only with MTeW mnnedors. This deiign is based only upon parameters shown, and is for an individual building cvm,,mork not ��- a Lre use system. Before uae, the building designermust verify fiw the appbility of designparameters and properly Ino2tethis design iota Me overall ■ buildingdesign. Bmdngindicatedistopmventbuc ingofNdwidualWas banNorcboNmembemonly. Additional temporary and permanent bracing MiTek' is always required for stability and b prevent collapse with possible personal injury and property damage, Forgenerdlguidameregardingthe famartion, storage, delivery, erection and bracingofhussesand trusssystems,see ANSWPlf Qualify Criteria,Dist-89 and BC5l Building Component SaAfylnformagpn availablefrem Times Plate lnafthre.218 N. Lee Street Suite 312. Alexandria. VA 22314. 6904 Pske East Blvd. Tampa,R 36610 Job Truss Truss Type city Ply LOT 12515 WATERSTONE T20052414 2324161 A11BC HIP TRUSS 1 1 Job Reference (optional) tulaers rlrstbource(wam City, FL7, Plant City, I=L-33557, 8.240 a Mar 92020 MITek Industries, Inc. Thu Apr 23 12:57:57 2020 Pagel ID:wWgkLM89b SSJglyNvyjHzHH5mibyyKpJ56gHgdha0m9PWlzagmMETr AmmicGXzNgPO 30.1D9 11'd01 S1a8 Ira i7-ll--sl2 TA 1r2s0-10 20 2� slg b2]E 1 I 7�13-saaoAa 119ea Ira' 1- 9 Scale = 1:70.9 6.00 12 5x6 = 5x6 = 15 Ox6 TOO = 2.4 I 3.0012 5x8 c = 10-0-0 1M-0 19-]-8 1-0-0 286-0 2 -0- 36-0-0 10-0-0 ]-0-0 z-7a 1r-e 70-0 a-1D B-e-0 Plate Offsets (X,Y)- f4:0-3-00-Ml [5:0-3-00-2-01 16:0-6-0 0-2-8] 17:0-2-8 0-0-01 [9:0-2-7 Edoe1 (11;0-2-12 0-3-0]113:0-2-4 0-3-01 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vart(LL) 0.56 11-12 >808 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.8311-12 >551 180 - BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.38 9 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Malrix-AS Weight: 2201b FT=20% LUMBER - TOP CHORD 2x4 SP N0.2 *Except* 1-4,7-10: 2x4 SP No.1 BOTCHORD 2x4 SP No.2*Except* 9-11: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, "-8-0 BRACING - TOP CHORD Structural woad sheathing directly applied. BOTCHORD Rigid ceiling directly applied. WEBS 1Row at midpt 13-16 JOINTS 1 Brace at Jhs): 13 Max Horz 2=-327(LC 10) Max Uplift 2=-892(LC 12), 9=-892(LC 12) Max Gmv 2=1502(LC 1), 9=1501(LC 1) FORCES. ill -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2736/1742, 3-4=-2426/1547, 4-5=-2354/1580, 5-6=-2088/1497, 6-7=-2384/1597, 7-8=-4486/2733, 8-9=-4727/2812 BOTCHORD 2-16=1398/2423, 12-13=.897/2094, 11-12=-1414/2727, 9-11=-2414/4264 WEBS 3-16=4351454, 4-13=-2521367, 5-13=4991842, 6-12=-480/862, 7-12=-952/771, 13-16=1127/17-11=-991/1814, 8-11=-271/366 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; Ill 8=45ft; L=2411; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedm(2) -1-4-0 to 1-8-0. Intedor(1) 1-8-0 to 17-0-0. Extenar(2) 17-M to 25-1-1, Intedog1) 25-1-1 to 39-4-0 zone; end vertical left and right exposed;C-C for members and forces 8 MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pounding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrentwfth 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) Bearing at joint(s) 9 considers parallel to grain value using ANSUTPI i angle to grain formula. Building designer should verily capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8921b uplift at joint 2 and 8921b uplift at joint 9. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetmck be applied directly to the bottom chard. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin yeltir PE No.68162 lift SA, Inc. F6 Cart 6034 6904 Parke East Blvd. Tampa FL J3010 Date: April 23,2020 AL WARNING -Vdly and pmamelersarM READ NOTES ON THIS AND INCLUDED MmEK REFERENCE PAGE MIIJga rev. 1=32015 BEFORE USE. Design valid has use ary and, MTelda m,meoWrs. This design Is based only upon pammaars shown, and Is for an Individual building component cat trm uss elati Beare use, Me Widen, designer ust vainly Its applicability of design parameters and property Mcorsd ate this design Into Me overall bull design. Bracbg indicated is to prevent bucNing of Individual case web andsor chord members daily. Additional temporary, and permanent bmdg MOW Is divides required ar stabeiy and to preventwllapse with passible pemonai mill property damage. For general guidance regarding 0e fabd-ficaf elmage, delivery, erechad and bmdng of trussed and truss syeama. see ANSIOPI1 Qualify Claude, Osiris end ECSl Russian, Componenl 6904 Parke East Blvd. Seleylnldrme0on .callable from Truss Ptaa [n.6tute.2la N. Lee Street Suite 312. Alexandre, VA 22314. Tampa, R. W610 Job Truss Truss Type any Ply LOT 125/5 WATERSTONE T20052415 2324161 Al2SC HIP TRUSS 1 1 Jab Reference (oolionall Builders FirstScurce(Plant City, FL), Plant City, FL-33567. 6.00 12 8.240 s Mar 92020 MiTek ID:vgWgkLM89b 5SJglyNvyjHzHH5m-AnWI i 1Ba4 ! DO I2sa1g 2940 33-s 444 2h10 boa Sx8 = 46 = 5x6 = 4 5 27 28 6 x.a a Inc. Thu Apr 23 12:57:58 2020 Scale =190.7 18 16 15 3x6 = 2x4 II 3xe = 5x8 = 2x4 it 5x8 = 3.00 112 71 I 7-0-02 1a4 T19-74 23a 2u2n-00 3u21 4 I Plate Offsets (X,Y)- [3:0-4-00-Ml [4:0-5-8 0-2-4I [6:0-3-00-2-01 [7:0-2-12 0-MI [9:0-2-7 Edge) h 1:0.4-0 Edael [73:0-5-8 Edge) LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Udeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.59 11-12 >770 240 MT20 2441190 TCDL 7.0 Lumber DOL 1,25 BC 0.93 111 -0.7811-12 >588 180 BCLL 0.0 Rep Stress lncr YES WB 0.80 Hom(CT) 0.40 9 ni n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 217 lb FT=20% LUMBER- TOPCHORD 2x4SPNo.2 BOT CHORD 2x4 SP No.2 *Except' 5-15: 2x4 SP No.3, 9-11: 20 SP No.1 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Ho¢ 2=291(LC 11) Max Uplift 2=-897(LC 12), 9=-897(LC 12) Max Gmv 2=1493(LC 1), 9=1493(LC 1) BRACING - LUMBER- TOPCHORD 2x4SPNo.2 BOT CHORD 2x4 SP No.2 *Except' 5-15: 2x4 SP No.3, 9-11: 20 SP No.1 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Ho¢ 2=291(LC 11) Max Uplift 2=-897(LC 12), 9=-897(LC 12) Max Gmv 2=1493(LC 1), 9=1493(LC 1) BRACING - TOP CHORD Structuml wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-M oc bracing: 13-15 WEBS 1Row at midpt 3-16 FORCES. (Ib) -Max. Camp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2676/1704, 3-4=-2031/1436, 4-5=-2468/1747, 5-6=-2361/1703, 6-7=-2657/1867, 7-8=-4442/2839, 8-9=-0686/2924 BOT CHORD 2-18=1335/2327, 16-18=-1338/2321, 12-13=-1205/2483, 11-12=-1464/2715, 9-11-251714227 WEBS 3-18=0/322,3-16=-719/583, 4-16=-723/355, 13-16=-946/2038,4-13=-79011517, 5-12=338/173, 6-12=4364/1029, 7-12=-857/746,7-11=1047/1770, 8-11-281/372 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.Opsh, h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-4-0 to 1-8-0, Inleror(1) 1-8-0 to 15-M. Extedor(2) 15-0-0 to 19-2-15, Intedor(1) 19-2-15 to 23-". Extedor(2) 23-M to 27-2-15, Intermi 27-2-15 to 394-0 zone; end vertical left and right exposed;C-C for members and fames & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 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 whom a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8971b uplift at joint 2 and 897 lb uplift at joint 9. 8) This truss design requires that a minimum of 7/16° structural wood sheathing be applied directly to the top chard and 112" gypsum sheetmck be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin yelaIPE No.68182' Muzak USA, Inc.PL Cart 6834, 6904 Parke East Blvd. Tampa FL 73810 Date: April 23,2020 ®WARNING-Vedly da.4gnparumeters end READ N07ES ON THISAND INCLUDED M/TERREFERENCEPAGEMIId173.. /0103D015 BEFOREUSE essee Design wild for use only with MiTek® connodcm. This design is based only upon parameters shown, and is for an IndNitlual building component not W1- Wthe bass system. Before use, e building designer must verify Ne applicability of design parameters and pmpody Incorporate ills design Into the overall buildingdeslgn. Brocing Indicated is to prevent buiddling of andadual trave web andhor divind members only Additional temporary and petmanentbmdng MiTek- is always required for stability and b prevent collapse with possible personal injury and pmpeRy damage For general guidance regarGtg the labticatbn. abmge,delivery. eremon and bracing oftrwses antl trues systems, see ANSVTPIf Quality Cdfeda, DSB49 end BCSI Reading Component 69M PeMe East Blvd. Saleylnymmaton available from -row Plate Imabte, 218 N. Lea Street Suite 312, Plemmons. VA Y2314. Tampa, FL W610 Truss toss Type Oty Ply LOT 125/5 WATERSTONE [236 T20052416 24161 A138C HIPTRUSS 7 1 Job Reference (optional) eunuers rioluiourw (nanr ucy, FL), Pianl ury, 1-1--33651, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 2312-.58-.00 2020 Scale=1:70.3 6xB = 6.00 12 4x6 = 5x6 = 26 5 27 e Us — 2x4 II 3x6 = 4x12 = 2x4 II &S 3.00 12 6-9-4 13-0-0 18-3A 19-]-8 25-0-0 28E-0 2 -0-0 38-0-0 6-9a ea-12 s vn T.e-n ue n; n Plate Offsets (X Y)-- l3'0-3-00-3-41 14'0-6-00-2-81 16'0-3-0 0-2-01 17'0-3-00-3-01 [8'0-2-7 Edge] 110'0-4-0 Ed e] 112'048-8 0-4-81 LOADING (pail SPACING- 2-M CSI. DEFL. in (too) pdefl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.54 13 >841 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.7311-12 >626 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.39 8 n/a rJa BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 205 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2'Except* 7-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except' 5-14: 2x4 SP No.3, 8-10: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-" oc bracing: 12-14 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Harz 2=-256(LC 10) Max Uplift 2=-897(LC 12), 8=-897(LC 12) Max Grav 2=1493(LC 1), 8=1493(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-0=-2721/1769, 3-4=-2177/1534, 4-5=-3142/2142, 5-0=2722/1918, 6-7=-3057/2044, 7-8=-0600/2871 BOTCHORD 2-17=-1409/2375, 15-17=-1411/2371, 11-12=-1669/3175, 10-11=-2320/3910, 8-10=-2449/4137 WEBS 3-17=01272, 3-15=-608/509, 4-15=426/259, 12-15=4001/1993, 4-12=-MI1675, 5-11=-680/385,6-11=-586/1065,7-11=-1415/1054, 7-10=-507/1077 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=51t; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-0 to 1-8-0, Interior(1)1-8-0 to 13-M, Exterior(2) 13.0-0 to 17-2-15, Intenor(i) 17-2-15 to 25-0-0, Exterior(2) 25-0-0 to 29-1-6, Interior(1) 29-1-6 to 39-4-0 zone; end vertical left and right 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 pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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-M wide will fit between the bottom chord and any other members. 6) Bearing at joints) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 897 lb uplift at joint 2 and 89711b uplift at joint 8. 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 Velez, Joaquin, 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. Joaquin yelaz PE Ng.68182' MRgk USA, Ihc.FLCert 6634 '6904 Parke East Blvd.Tampak 33810 Oats: April 23,2020 AWARNING- Venrydeslanparametersand REAO NOTES ON TUFSAND INCLUDED MMEK REFERENCEPAGEM&7473 ne, IMMO15 BEFORE USE. Design valid for use onlymh MITek@y connectors, n1c design is based only area parameters sham, and is far an individual building component, scot ��- atruss system. Beres me, Me building designer must verify M, applicability N design paramr eteand properly incomarte his deep iinto Meaverati buildmgdedge. Bmdngindicatedistopmventbuddingofindividual"as ban&ord Mmemberanly Additional tempoary and pemrnenthracing MiTek' is was, required forstability ardtopreventcall.pae BAN possidepersonal injury and propedYdamege. For general guidance regarding the fabirmter,sterage, delivery. erection and bracingoftrussesand truss systems,see AN$I/TPIl quellly Cnfetla, OSB-89 antl SCSI Builtling Component Safefylnrwmatfoo available from Tines Plate lnardule.218 N. Lee Street Suite 312, Alexandra, VA 22314. 6904 Pade East Blvd. Tampa. FL 36610 Job J. Truss Truss Truss Type sType ]oty�WIT20052417 761 HIP TRUS FL), Plant City, FL- 33567, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Apr 23 12:58:01 2020 Page 1 ID:vgWgkLM89b 5SJglyNvyjHzHH5m-0MCTAAMMAvn66ltC??USSpllhzdfnnaLmJgpPlzNgPK 11-00 1ea-e nu-0 2e4-0 32-11-12 380-0 39.4.0 sea 7-3a s-e-e eau 3.7-12 so4 1-0-0 Scale=1:68.9 5x12 = 3.4 II 6 8 = 4 26 5 27 6 US = 2x4 II 3x6 = 3x4 11 Siftx 4x12 = 3.00 12 2. 5at3 5.7a ]36 t-0A Z]-0O 1-0 289-0 1E-0 0,10.0Bd9 394-0 Plate Offsets (X Y)— 14'0-9-00-2-01 [6'0-5-8 0-2-41 fB:0-2-7 Edo 1 f10'0-4-0 Edge] 112'0-3-12 Etl el LOADING (pi SPACING- 2-M CSI. DEFL. in (loc) filter Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.64 13 >712 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(OT) -0.8711-12 >523 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Hors(CT) 0.39 8 We We BCDL 10.0 Code FBC2017fTP12014 Matrix -AS Weight: 202 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.1 *Except" BOT CHORD 2-16,13-16: 2x4 SP No.2, 5-14: 2x4 SP Na.3 WEBS 2x4 SP No.3 WEBS WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Hom 2=220(LC 11) Max Uplift 2=-897(LC 12), 8=-897(LC 12) Max Gmv 2=1493(LC 1), 8=14911) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-2778/1843, 3-4=-2337/1626, 4-5=3868/2607, 5-6=-3930/2633, 6-7=-3555/2403, 7-8=-4592/2931 BOT CHORD 2-17=1500/2437, 15-17=-1500/2437, 5-12=480/548, 11-12=-1774/3213, 10-11=2383/3938,8-10=-2501/4129 WEBS 3-15=-489/436,4-15=-260/221, 12-15=-1083/2020,4-12=-1243/2060, 6-12=568/935, 6-11=607/992, 7-11=-1109/919, 7-10=-533/1008 Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 10-M oc bracing: 12-14 1 Row at midpt 12-15.4-12 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-M, Extedor(2)11-" to 15-2-15, Intamor(1)15-2-15 to 27-M, EMerior(2) 27-0-O 10 31-2-15, Interior(1) 31-2-15 to 39-4-0 zone; end vertical left and right exposed;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water Dancing. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf an the bottom chard in all areas where a rectangle 36-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Bearing at joints) 8 considers parallel to grain value using ANSlrrPI 1 angle to grain formula. Building designer should verify capacity, of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8971b uplift at joint 2 and 897 lb uplift at joint 8. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin Vetez PE N6.88162. MTek USA, Inc.fL Cart 6634, 69U Parke East Blvd. -Tampa FL 35810 Dale: April 23,2020 ®WARNING -Vedydesl9n ParamelerearM READ NOTES ON MIS AND INCLUDED M?EKREFERENCEPAGEMH.7473 rev. fOMYl015BERIREUSE veav Design valid for use onlywith MTek® connecMn. This design Is based only upon parameters shown, and v form individual building component not ��• e M os system. Before use, the building designer must verify Me applicability of resign parameters and property incorporate Nis design Into the overall `_ buildingdeaign. Bracing indicated is to prevent buiding ofindividual Wes web di chord members only. Additional temporary and Peimanentbaciny MiTek is always required for stabili yand to prevent collapse of n possible personal injury and propeM damage. For general guidance Mancini,, Me fabrication, sc rage, delivery erection and bracing of Pusses and Muss systems, see ANSUTPI1 Quality Criteria, DSB49 and BM Binding Component Safetylnlm sand. ai ale fmm Truss Plate l..Wte, 218 N. Lee Street,Suite 312, N...doa, VA 22314. 69M Parke East Blvd. Ta,npa, FL W610 Type oty Ply LOT 12515 WATERSTONE F2----T T20052418 6t A15BC HIP TRUBS 1 1 J bRf (optional) omieciii F-i-t—,clri.n miry, ry, rtam Iny, rL-aappl, nr 5.8 = a.zVu s Mar a zuzu MI I 6x121iri = 5x8 = 4x6 = 3x4 = 4 30 31 5 6 32 7 33 8 Inc. I nu Apr 23 12:58:02 2020 Paget 2x4 J 1.5x8 2x4 // 3 9 29 36 STP = 1.5x8 STP 6 15 28 35 2 8xl4 MT20HS = Ill = 10 21 20 19 18 17 14 13 12 4x6 = Us5x12 = 2x4 II 2x4 II 5x8 = = 3x4 atin 16-t0a 183-8 i9-]E P5-0�� 29-0-0 384) 3x6 = Scale = 1:68.9 4 I?In Plate Offsets (X Y)— [4:0-6-0 0-2-81 [5:0-3-0 0-3-01 [8:0-10-00-2-81 112:0-2-12 0-2-81 [15:0-5-12 Edg 1 rl6:0-8-12 Ed el LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.79 17 >577 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -1.02 17 >448 180 MT20HS 1871143 BCLL 0.0 Rep Stress [nor YES WB 1.00 HoR(CT) 0.39 10 n/a n/a BCDL 10.0 Code FBC2017rTP12014 MaMX-A9 Weight: 211 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except" TOP CHORD 5-8: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2'ExcepV 6-18,7-13: 2x4 SP No.3, 15-16: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3*Except' 16-19,5-16,8-15: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Ho¢ 2=184(LC 10) Max Uplift 2=-893(LC 12), 10=-888(LC 12) Max Gmv 2=1500(LC 1), 10=1508(LC 1) FORCES. (lb) -Mal Comp./Max. Ten. -All tomes 250(I11) or less except when shown. TOP CHORD 2-0=2691/1838, 3-4=-2494/1741, 45=-2878/2024, 5-6=-5456/3454, 6-7=-4727/3054, 7-8=-4607/2979, 8-9= 2506/1723, 9-10=-2715/1834 BOT CHORD 2.21=-146812367, 19-21=-1219/2201, 15-16=-3173/5585, 7-15=-341/424, 10-12=1492/2390 WEBS 3-21=287/371, 4.21=-189/419, 4-19=-590/929, 5-19=-2272/1432, 16-19=.1880/3372, 5-16=178313196, 6-15=-1025/576, 12-15=-137412618, 8-15=-1925/3324, 8-12=-1195/625, 9-12=.323/415 Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 10-0-0oc bracing: 16-18, 13-15 1 Row at midpt 6-15 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=B.Opsf, h=25ft; B=45ft; 1_=24ft; eave=511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-4-0 to 1-8-0, Intedor(1) 1-8-0 to 9-0-0. Exterior(2) 9-0-0 to 13-2-15, Interior(() 13-2-15 to 29-0-0, Extedor(2) 29-0-0to 33-2-15, Interior(1) 33.2-15 to 394-0 zone; end vertical left and right exposed;C-C for members and fames & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water panting. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a jive load of 20.0psf on the bottom chord in all areas where a rectangle 3-0-0 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 withstand ng 893 lb uplift at joint 2 and 8881b uplift at joint 10. 8) 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 Velez, Joaquin, 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. Joaquin Velez PE N.6.68182' MTels USA, Inc. FL Cert 6834, 6964 Parke East BNd. Tampa FL 37810 Date: April 23,2020 ®wARMNO-Venry dasfgnparameame aMREAD NOTES ON7NISANDINCLUDED MREKREFERENCEPAOEMIF7473nn, ISAIR1015BEFOREUSE sesses Design valid for use only with MRekO connectors. This deal, is based only upon parameters shown, and is for an individual building component not �' s trues system. Before use, he building designer must very Ne appticabiliyof desgn numarkere and properly incomprate this design into the overall buildingdedgn. Ensure indicated is to prevent budding ofindividual rua, web andfor chow members only. Additional temporary and permanentbracing MiTek' is always required for stability and to prevent collapse who possible personal Injury and property damage, Forgeneralguidrains ,,arding Ma fabdcatian, storage, delivery, erection and bracing of busses and truss eystern , aea ANSIT711 Ovally Crawls, MS-89 and SCSI Building Component 69U Parke East Blvd. Saletylnform48en available from Tans Plate Institute. 218 N. Lee Street Suite 312, Nexandifia, VA 22314. Tampa, FL W610 Jab Truss Truss Type oty Ply LOT 12515 WATERSTONE T20052419 2324161 A16C Hip Truss 1 �f 2 Job Reference (optional) bouncers rusiNcurce(Plant sty, rL). Plant Uty, rL-JJVb I. B.24U s Mar 9 2UZU Mi I all Industries, Inc. nu Apr 23 12:58:04 z020 6.x8 4x6 = 4x12 = 3x4 II 7x10 = 3x4 II 6.00 12 3 4 5 6 7 8 30 10,20 W20HS 9 16n. tell, d 8x14Mri0HS = 23 21 20 19 ab 14 13 12 3x6 = 2x4 II 4x6 = 7x10 — 3x4 11 2x4 II 4x6 = , 46 = 3x4 = 3-9L 7-0-0 I 11-2.8 I 115-0 18-7-8 18-7-8 223-0 25-0A 26-0A 31-0-0 342-,12 36-01 3-g1dJAa.2A .l1.fl 7.flA 7-N-R -nJl d-11.R 1J 2.Od 3,6 = Scale=1:68.9 Plate Offsets (X,Y)— [2:0-6-0,0-0$, [3:041-0,0-1-151, [5:0-3-8.0-2-01 [7:0-4-8 0-5-4]. [9:1-5-0 0-3-0]110:0-2-12 0-1-8] 113:0-M 0-2-0j [15:0-0-00-5-0] [17:0-6-00-5-01 LOADING (psf) SPACING- 2-M CSI. DEFL. in (too) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 1.36 18 >336 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.43 18 -319 180 MT20HS 1871143 BCLL 0.0 Rep Stress lncr NO WB 0.93 HOR(CT) 0.60 10 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 459111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except' 3-7,7-9: 2x6 SP M 26 BOT CHORD 2x4 SP N0.2 `Except' 15-17: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except' 17-20: 2x4 SP No.2, 5-17,9-15: 2x4 SP No.1 REACTIONS. (size) 2=0-8-0, 10=0.8-0 Max Hoe 2=620(LC 5) Max Uplift 2=-1791(LC 8), 10=1710(LC 8) Max Gmv 2=2999(LC 13), 10=2799(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-14 G6 pudins. BOT CHORD Rigid ceiling directly applied or 6-0-1 oc bracing. Except: 10-0-0 oc bracing: 17-19, 13.15 FORCES. (lb) -Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-0=-6041/3425, 3-4=-7137/4172, 4-5=-7954/4631, 5-6=-18929/11123, 6-7=19274/11325, 7-8=-16733/9777,8-9=-16256/9566, 9-10=5666/3285 BOT CHORD 2-23=-3478/5761, 21-23=-3465/5730, 20-21=-450517536, 19-20=-275/460, 6-17=-201/461, 16-17=11306/19094, 15-16=41306/19094, 13-15=-318/702, 12-13=-209/564, 10-12=-274114985 WEBS 3-23=-381/745, 3-21=-1358/2470, 4-21=-941/609,4-20=-598/1112, 5-20=-5617/3421, 17-20=-567419549, 5-17= 7129/12051, 12-15=-2783/4853, 9-15=-6805/11821, 9-12=-1175/810, 7-17=-479/617, 7-15=-212311269 NOTES- 1) 2-plytruss to be connected togetherwith told (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 Go. Bottom chords connected as follows: 2x4 - 1 now, at 0-9-0 Go, 2x6 - 2 rows staggered at 0-9-0 act. 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=4.2ps1; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed fora 10.0 psf bottom chord live lead nonconcument with any other live loads. 8)' This truss has been designed fora live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 1791 Ib uplift at joint 2 and 1710 lb uplift at joint 10. 10) Girder carries tie-in span(s): 7-0-0 from 7-0-0 to 18-0-0; 7-0-0 from 26-0-0 to 31-0-0; 7-0-0 from 26-0-0 to 31-M :ontinued on race 2 This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin Vela2PE ND.68182 NTak USA, Inc. FL Cert 6634, 6904 Parke East Blvd. Tampa FL 38810 Data: April 23,2020 AL wmi-verify deslgnpvmrMe ardREAD NOTES ow THIS AND INCLUDED M rear REFERENCE PAGE 1,1II-7473 rer. f0VO]11015 BEFORE USE ' Design vend for use only waln M,7.M connect... This resign is based only upon parameters shown, and is for an individual building component, net a Miss system. Belpre use, the building designer must verify Me appnwbilily of design parameters and property Incorporate this design into Me overall buildingdesign Bm6u indicatedisbpme ntbucklingof0dividual Mists WebanNorc oMmembem Only. Additonal temporary and permanent bang Milek• Is aWaysm,inedforstabililyand to prevent collapse WM possible personal injury and pmp rty damage. Forgene.Iguidanceregardng Ne fabrication, storage. delrveryevedon and bracing of Misses and Insist syalems, see ANSUTPIIQ.IWCriWi.,DSB.89.dBC8l Building Component 6904 Parka East Blvd. SafeWhae mallon available Item Tms, Plate Involves, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply RSTONE T20052419 �Refe,eWce 2324161 A16C Hip Truss 1 xs L Jptiona0 Builders FilstSource (Plant City, FL), Plant City, FL- 33567, 8.240 a Mar 9 2020 MiTek Industnes, Inc. Thu Apr 23 12:58:04 2020 Page 2 ID:vgWgkLM89b_5SJglyNuyjHzHH5m-?xtcoCOFSgAhzmcnh7194RNvIAdk_7eoSHvTOdzNgPH NOTES- 11) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 208 lb down and 168 lb up at 7-0-0 on top chord, and 384lb dawn and 311 lb up at 7-M 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, 3-9=54, 9-11=-54, 23-24=-20, 23J7=-100(F=-80), 19-31=-20, 18-19-20, 15-17=20, 13-14=-20, 12-13=-180(F=-160), 12-27= 20 Concentrated Loads (lb) Vert: 3=-205(F) 23=-379(F) ®WARNING -Nanny design paramafea eM READ NOTES ON TWS AND INCLUDED MITE C REFERENCE PAGE MII-0O9 rw. 1""af 5 BEFORE USE. Deign valid for use odywitb MITeW connectors. TNs design is based only upon parameters shown, and to for an individual building component, rot ��• a buss system. Before use, Me building designer must verify Me applicability of design parameters and properly incorporate this design into Me overall building design. Bracing indicated into prevent bucking of individual buss web and/or chord members only Antagonist temporary and permanent bracing MiTek'- isalways required for stability and M prevent collapse with possible personal injury and property damage. For normal guidance regarding Me fabrication. atomge delivery, erector and bracing o(trwsea end truss systems,... ANSUPHQ.Iiiy Cdfvla,DSB-89andBCSIBuilding Compenenf 6904 Parke East Blvd. Sekylnrnrmagon available from Taws Plate Inattute, 218 N. Lee Street, Suite 312, Aleundda, VA 2a314, Temps, R M610 Jab Truss Oty Ply LOT 125/5 WATERSTONET20052420 TGmse 23241fi1 BO1C 1 1 Job Reference (optional) i (fiend City, FL), Plant City, FL-33567, &a II 8.240 s Mar 92020 MiTek Industries, Inc. Thu Apr 23 12:58:05 2020 Paget 3x4 = 3x4 — 3x4 = 3x4 = ax4 0 3x8Mr20HS 11 Us W20HS I I 6-8-0 12-0-0 184i-0 19-0-0 -fi-0 6-2-0 5.8.0 6-2-0 -6-0 Scale =1:36.8 Plate Offsets (X Y)— [2'0-1-40-0-21 [2'0-0-4Ed 1 [12'0-1-40-0-21 [12'0-0-4Ed j 123'0-0-130-2-101 [24'0-0-130-2-101130'0-0-00-0-01 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) 1/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Ved(LL) 0.08 16-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) 0.0716-17 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Inor YES WB 0.29 Horz(CT) -0.03 12 Na n/a BCDL 10.0 Code FBC2017/TPI2014 MaMX-A5 Weight: 1311b FT=20% LUMBER- TOPCHORD 2x4SPNo.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD. Rigid ceiling directly applied. JOINTS 1 Brace at Ala): 26, 28, 31 REACTIONS. (size) 2=0-4-0, 12=0-4-0 Max Horz 2=191(LC11) Max Uplift 2=-877(LC 12), 12=-877(LC 12) Max Grav 2=741(LC 1), 12=741(LC 1) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-921/1879, 3-4=-910/1794, 4-5=-831/1753, 5-6=.813/1780, 6-7=-815/1859, 7-8=-803/1818, 8-9=814/1771, 9-10=-832/1755, 10-11=-910/1789, 11-12=920/1867 BOT CHORD 2-21=-1517/771, 20-21=-1517/771, 19-20=-1517/771, 17-19=-1110/620, 16-17=-1110/620, 15-16=1532/770, 14-15=-1532/770, 12-14=-1532/770 WEBS 19-22=183/361, 19-23=-575/207, 7-23=-745/315, 7-24=-673/298, 16-24=-560/204, 16-25=-081/347, 7-26=-342/131, 17-26=-259/110 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=24ft; eave=5ft; Cal 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterfor(2)-1-4-0 to 1-8-0, Interior(l) 1-8-0 to 9-4-13, Extedor(2) 9-4-13 to 13-6-0, Interior()) 13-6-0 to 20-4-0 zone; cari lever left and right exposed ; end vertical 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 (name[ to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 cc. 7) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live Iliad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 877 In uplift at joint 2 and 8771b uplift at joint 12. 10) Girder carries hip end with 2-M end setback. 11) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chard and 1/2" gypsum sheemock be applied directly to the bottom chord. continued on once 2 This item has been electronically signed and sealed by Velez, Joaquin, 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. Jdpqufn Ya . PE No.fi8182 MiTak USA, Inc. FL Cerf6634, 6904 Parke East Blvd. Tampa FL 33610 Date: Anril 239020 ®WARNING-V 'lydaaflullam u—se READ NOTES ONTNrSANDINCLUDED M?EKREFERENCEPAGEMOdb]]me 10,105,2015 SEFDRE USE sesses Design valid or use onlywiM Mni compactors. This dreign is based only upon parameters shovm, and is for an individual building component, not �� e trans ss systemBefore use, to building designer must verify Me applicability of design parameters and property incorporate MM in design into e small building design. Braung indicated is to prevent buckling of individual truss web and/or chord members only. Additicnal temporary and permanentbiacing MOW is required for stability and to prevent collapse Wan possible personal injury and property damage. For general guidance regarding Me fabrication, demand, delivery, erection and bracing of trusses and truss spends, see ANSWPI1quark, Catania, D-gB-Ba and SCSI Building Component Saferylnformavailable af/an from Times Plate Institute, 218 Lee Street, Suite 312. Alexandria. VA 22314. fi904 peaks t Blvd. ake EastFL Tampa, Job Truss Truss Type Qty Ply LOT 12515 WATERSTONE T20O52420 2324161 B01C GABLE 1 1 Jab Reference (optional) Build.. R. Source (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 2312:58:05 2020 Page 2 ID:vq W gkLM89b_5SJg lyNvAHzHH5m-T7R_OYPtD71YavBzEgYOdfv5ga631krxhxel Y3zNgPG NOTES- 12) Hangers) or other connection device(s) shall be provided sufficient to support concentrated loads) 24 lb down and 151b up at 17-0-0, and 2416 down and 1516 up at 2-0-0 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-44=-54, 7-44=49(F=4), 7-45=-50(F=5), 13-45=-54, 33-47= 20, 47-48=18(F=2), 38-48=-20 Concentrated Loads (Ib) Vert: 47=-12(F)48=-12(F) AWARNING-Verily tleslgnlaaranreters and READ NOTES ON 711ISANDINCLUDED MmE REFERENCE PAGE MII-7473rev. 10UO3RD15BEPoRE USE Dasign valid for use only wit Mil connectors. This design is based only upon parameters shown, and U form individual building component not ��• a mass system. Before use, Me building designer must verify Me applicability of design parameters and property incortmate Nis design into Me ammill bulldingdeslgn. Bracing indicated is prevent bucding of individual Wes web andlor client members only. Additional temporary and pertnanentbraang MiTek' is always required for stability and M prevent collapse WM possible personal injury and property damage. ForgenemlguidanaeregardiWMa fabriw0on. sbrega,delivery. erection and bracing of masses end Was systems,sae ANSIRPNQuality CrfferiaDSB-a9andBCSf BWldMUComponent 6904 Pede East Blvd. Saley lnfscrrause eve table W mTmss Plate Institute. 218 N. Lee Street. SuiM 312. Alefandria. VA 22314. Tampa, FL W610 Job Truss Truss Type Oly Ply]JbR'�2femnce ATERSTONE T20052421 2324161 B02C COMMON TRUSS 1 o floral Builders i-Irstsource(Plant uly. FL), Plant City, FL-33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 2312:58:06 2020 Scale-1:36.8 4x6 = Ig 3x4 = 3x4 = 3x4 = o.. - 3x4 = 3x8 MT20HS II F-0 34-0 6.8-0 8-81 1240 18-0-0 1 -0 6-0 3-2-0 3-0-0 2.0.0 3-e-0 6-2-0 Plate Offsets(XY)- [2:0-1-00-0-2][2:0-0-0Edge][6:0-1-00-0-21 [6:0-0-4Edoe1 LOADING (psf) SPACING- 2-0-0 C91. DEFL. in (loc) 1lde8 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.09 8-21 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) 0.08 8-21 >999 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Hom(CT) 0.00 6 WE rda BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 901b FT=20% LUMBER- TOPCHORD 2x4SPNo.2 SOT CHORD 2x4 SP No.2'Except' 2-9: 2x4 SP No.2 P WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. All bearings 04.0 except (jt=length) 10=5-4-0. fib) - Max Hom 2=193(LC 11) Max Uplift All uplift 100 Ib or less at joints) 9, 11 except 2=-355(LC 12), 10=-535(LC 12), 6=631(LC 12) Max Grev All reactions 250 Ib or less al joint(s) 9, 11 except 2=298(LC 21), 10=624(LC 1), 6=518(LC 1) FORCES. (III) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 4-5=-387/904, 5-6=505/926 BOTCHORD 6-8=-717/413 WEBS 3-10=-242/342, 4-10=-462/667, 4.8=-845/318,5-8=-224/356 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=24f; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0. Interior(1) 1-8-0 to 9-6-0. Extedpr(2) 9-6-0 to 12-6-0, Interior(1) 12-6-0 to 20-4-0 zone; cantilever left and night exposed ; end vertical left and right exposed; porch [attend right exposed;C-C for members and forces 8 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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 6t between the bottom chord and any other members. 6) 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 recommenda8on of the treatment company. Senate or other suitable treatment may be used if ft does not corrode the plates. If ACO, CSA, or CA-S treated lumber is used, improved corosion 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. 7) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 9, 11 except (jt=1b) 2=355, 10=535, 6=631. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetreck be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin Vef 'IFE No.68182 MTek USA, Inc. FL Cent iI 6904 Pads East Blvd. Tampa FL 1a610 Date: April 23,2020 ®wARNINO- 11e11lydesignparametersad READ NOTES ON THISANDINCLUDEDUR REFERENCEPAGEMlb7473 mv. 10`03200BEFORE USE waseae Design valid for use only wgn MTii connectors. This deakdn is based only upon parameters shown, and Is for an Individual building component not ��- e Was system. Before use. Ne building designer muat verify Me applicability of design paameters and properly Incorporate this design Into Me overall building design.Bmcing indicated is to prevent hooding of individual Wss web andor chard members only. Addaii temporary and pmmenent union, M!Tel( Ia always re9ulredha stabdity and to prevent ack,as with possible peraanal Injury and prapeM damage. For general guidance iegarur, Me lebticalbn. ebrage,tltlivery,erecuan end bracing o/buasea entl buaa ayatel,la. sae ANSVnPN Ovally Crituds, DSB49 and BCSl Building Component Sa/etylnfarana8an avagablefmm Tmss Platelns4tute,218N.Lae Sb LSuite312,Alexandda,VA22314. 6904 Pales East Blvd. Tampa, FL W610 TussType Oty Ply LOT 12515 WATERSTONE F2324161 T20052422 B03C COMMON 4 1 Jab Reference D Banal nmi0ers Firstaource (Mani city, FL). Plant city, FL-33567, 4x6 = 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 2312:58:07 2020 Scale-1:35.8 R 3x4 = 1.5xB STP = 3x4 = 3,4 = Plate Offsets (X,Y)— f6:0-M 0-0-101 LOADING (psq SPACING- 2-0-0 CSI. DEFL. in floc) Odell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.11 7-12 >601 240 MT20 244/190 TCOL 7.0 LumberDOL 1.25 BC 0.44 Vert(CT) 0.10 7-12 P674 180 BCLL 0.0 Rep Stress Incr YES WE 0.38 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 861b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 REACTIONS. (Size) 6=0-8-0, 2=0-8-0, 7=0-8-0 Max Harz 2=188(LC 11) Max Uplift 6=-246(LC 12), 2=-395(LC 12), 7=-495(LC 12) Max Grav 6=195(LC 22), 2=539(LC 1), 7=744(LC 1) FORCES. (Ita)-Max.Camp./Max. Ten. -All fames 250(lb) or less except when shown. TOP CHORD 2-3=-675/532, 3-4=535/490, 4-5=65/387, 5-6=-142/341 BOTCHORD 2-9=405/614 WEBS 3-9=-283/348, 4-9=-189/436, 4-7=548/142, 5-7=-262/401 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD 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=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exlerior(2)-1-4-0to 1-8-0, Interior(1) 1-8-0 to 9-6-0, Exterion(2) 95-0 to 12-6-0, Interior(1) 12-6-0 to 18-8-0 zone; end vertical left and right exposed; porch right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed fora live load of20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=246,2=395,7=495. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrack be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin YelezPE No.68182 MiTek USA, Inc. FL Cart 6634, 6904 Parke East BNd. Tampa FL djB10 Date: April 23,2020 ®WARNING- Varaydeatgnperemalers and READ NOTES ON THIS AND INCLUDWMREKREFERENCE PAGE W7473rev. tM34015BEFORE USE eas Deign valid for use only with MTek vonnentary This design is based only upon parameters shown, and Is for an Individual building component. rot ��• a buss system. Before use, the building designer must verify Me applicability of design parameters and pmpedy inmmomte side design Into me memll buildingdesign. Bradngh,dicetodisropreventbuWingotlndivldualWwwban&orchoNmmnbe mly. Additional temporary and permanentbracing _ MiTek toalways required for stahllity and to Prevent oollapsewith poesible personal Njury and pmpedy damage. ForgenemIguldanceregancinglha fabdragon.storage, delivery, erealion and bracing of hueses and buss systems, see ANSVIP11 OuallyCriteria, 1139A9 end BC51 suite., Component Seferylnfwmatlon available from Tmss Plate Ins6Wt..218 N. Lee Sbeet, Suite 312, M.Md., VA U314. 6904 Parke East Blvd. Tampa. FL 36610 Job Truss russ Type City Ply LOT125/5WATERSTONE 2324161 CJ1 JACK -OPEN TRUSS 2 1 T20052423 e..,.. _ „• ,,, ,o� _• �... Jab Reference (optional) It euzu Nu I etc Ministries, Inc. Tbu Apr 2312:58:08 2020 Scale =1:7.6 (3). D.131x3.5' TOENAILS Plate Offsets (X Y)— t2:0-140-0-21 LOADING (pi SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.22 Veri 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Ven(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n1a The BCDL 10.0 Code FBC2017rTP12014 Mabix-MP Weight: 5111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP Nm2 REACTIONS. (size) 2=0-8-0, 4=Mechanical Max Harz 2=98(LC 12) Max Uplift 2=-226(LC 12), 4=-17(LC 1) Max Grev 2=158(LC 1), 4=63(LC 8) FORCES. (Ito) - Max. Comp./Max. Ten. -All forces 250 (Ito) or less except when shown. BRACING. TOP CHORD Structure[ wood sheathing directly applied or 0-11-4 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vult=160ni (3-second gust) Vasd=124mph; TCDL=1.2psf, BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) zone; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DiL 60 2) This truss has been designed for a 10.0 psf bottom chord We 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-M wide will fit between the bottom chord and any other members. 4) Referto girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joints) 4 except Ijt=1b) 2=226. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin Velez PE No.68192 MiT4k USA, [Mo. FLCarl6834 8906 Parke, East Bli d..Tampa FL33810 Data: April 23,2020 ®WARNING. Ve fyde5gnearm WsaMREAD NOTES ON TMSANDINCLODEDMITEKREFERENGEPAGEMIA7473m, 1"so OIS BEFORE USE aaa Deegn valid for use only with Wei connedom. This design is based only upon parameters shown, and'a for an individual building component, net ��• a truss system. Before use, the building designer must verify s, applicablGty artesian parameter and property Inmry ndarthis design into the mind haddingdeeign. Bradrg indicated is to prevent buckling ofindividual Wes web and/or chord members only. Accentual temporary and permanembracing is for MiTek' always required stability and to prevent collapse with Feasible personal injury and property damage. For general guidance regarding Me fabrication. storage, delivery, ereded and bracing cleanses and truss systems. sea ANSI/Tell QualityCritmis, DS949 and BCSI BWIdin, Component Sayetylnl adpp availablefrom Truss Plata lndume,218 N.Led Street Suite 312, Aldeandda, VA 22314. fi984 Pa Ma lvd. East B EastB Tampa,FL Job Truss Oty Ply LOT 125/5 WATERSTONE 2324161 CJIA LJACKOYPEN 4 1 T20052424 Job Reference (optional) +• +• • •_^• � •r. •--+++�•. a.zrU s Mar a zuzu Mu eK Industnes, Inc. Thu Apr 2312:58:08 2020 Page 1 ID:JX7PKx03czyKGOIJ8GuTCazmGKS-ui76eZRI W2g6RNVYwz65EHXgTnD9w99NNuth9OzNgPD -0-0 0- Scale =1:7.6 LOADING (psf) SPACING- 2-M CSL DEFL. in floc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vad(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 - Rep Stress Incr YES WB 0.00 Hom(CT) 0.00 4 rda We BCDL 10.0 Code FBC2017/TPI2014 Matnx-MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2.4 SP No.2 TOP CHORD Structural wood sheathing directly applied or0-11-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0.441, 4=Mechanical Max Hem 2=91(LC 12) Max Uplift 3=-6(LC 9), 2=-246(LC 12), 4=-21(LC 17) Max Gram 3=17(LC 12), 2=158(LC 1), 4=37(LC 12) FORCES. (Ib)-Max. Comp./Max. Ten. -All farces 250(lb) or less except when shown NOTES. 1) Wind: ASCE 7-10; VUR=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=6.OpsF h=25ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 3) ' This buss 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-M wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 4 except (jt=1b) 2=246. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin Velez PE No.68182 MTek USA; Inc. FL Cent 6634'- 6904 Parke East Blvd. Tampa FL33610 Date: April 23,2020 ®WARNING- menfydadgn Paran vwxmndREADNOTES ON MIS ANDINCLUUEDMIFEKREFERENCE PAGE WI.7475-I 141032M5BEFORE USE eleven said for use mrI,. h MRek®wnnectars. This dawn is based ody upon parametereshovm, and is for an individual building component rot ��- a bass stratum. Before use, the building designer must vedfy Me applicability of design parameters and prepedy in Wrpoate Nis design Into the uscae buildingdesign. Bracing indicated is to prevent bulling of individual bass web andfor chod members only. Additional temporary and permanentbracing Is foratabilityantl4 MiTek' alwari requiretl a prevent coil pse Wthpassible personal many and property damage. For general guidance regarding the fabdcebar. storage, delivery, erection and bracing ofbusaes and truss systems,see ANSWP/f Qualitycrdela,DSB-09endBCSl Building Component SelelylnionnaGon available from Truss Plate Institute,218 N. Lee Street Suite 312. Monomers, VA 22314. fi90C Parke Blvd. EastB East B Tampa,R Truss Oty Ply LOT 125/5 WATERSTONET20052425 F 7JACK-TOYPEN 61 CJiV TRUSS 4 1 Job Reference (optional) .am Coy, FL), rmnr ury, rL-sacral, 8.24U a Mar 9 2U20 MITek Mainlines, Inc. Thu Apr 2312:58:09 2020 Smile =1:7.6 Plate Offsets (X Y)-- f2:0-0-15 Ednel LOADING (pan SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 7 *99 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Ved(CT) 0.00 7 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 2 Na rda BCDL 10.0 Code FBC2017rrP12014 Matdx-MP Weight: 5111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Ho¢ 2=91(LC 12) Max Uplift 3=-0(LC 1), 2=-211(LC 12), 4=-14(LC 1) Max Grav 3=18(LC 12), 2=158(LC 1), 4=41(LC 12) FORCES. (lb)-Max.Comp./Max. Ten, -All fames 250(I1g) or less except when shown. BRACING - TOP CHORD Structural woad sheathing directly applied or 0-11-4 oc purins. BOT CHORD Rigid ceiling directly applied or 6-0-0oc 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=24ft; eave=5ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 pat bottom chord live load nonconcument 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 withstand in9100111 uplift at joints) 3, 4 except (it —lb) 2=211. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin yelePE No.68182 MIT. USA, I%, FL Car! 6804, �6904 Parke East Blvd, Tampa EL 33btb' Date: April 23,2020 ®WARNING-Veriyydeslgnparama MmaMMREAD NOTES ON TNISAND INCLUDED M?EKREFEIsENC£PAGEMgdOJ rev. ISAMOO15BENRE USE • Design valid for use only with MITek® connectors. This design is based only upon Parameters shmen, and is for an individual building component, net a truss system. Before use, ile building designer must venry Me applicability of design parameters and DteFedy Incotpmate this design mo the overall buildingdesign. BmdngindiwtedisropreventbucWingefindividual"ssw bandlerchoNmembe wly. Additional temporary andpormarentimai MiTek' Is always required for stability and to prevent collapse WM seeable personal injury and property damage. For general guidance regarding the fabricator, storage delivery,erectlon and bracing of busses and truss systems, sea ANSUFF11 Quality CriteN],DSB-89 and BCSIr Building Component Safely Information available men Tmse Plate institute. N. Lee Street Suite 312, Alexandra, VA 22314. ki East fi9e4 PaAe Blvd. East Tampa, Jab Truss as Type City Ply LOT 12515 WATERSTONE 2324161 CJ3 Jack -Open 2 1 T20052426 J b Ref (pti I) ,.," Illy. 'I), namely, rL-55Jb1, 6240 a Mar 9 2020 MiTek Industries, Inc. Thu Apr 23 12:58:10 2020 Page 1 Scale=1:12.7 Plate Offsets (X Y)— 12:0-4-0 0-0-41 LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 4.7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress lncr YES We 0.00 Horz(CT) -0.00 3 No No BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Weight: 12 to FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=1viechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-62(LC 12), 2=-183(LC 12) Max Grav 3=65(LC 17), 2=1911), 4=49(LC 3) FORCES. (Ito)-Max.Comp./Man. Ten. -All tortes 250(I1b) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or2-11-4 oc purins. 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=24ft; eave=5tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 1-8-0, Interior(1) 1-8-0 to 2-10-8 zone; end vertical left and right exposed;C-C for members and forces 8, 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 we load nonconcument 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 1001b uplift at joint(s) 3 except (it=lb) 2=183. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin Velez P4 No.68162 MiTek USA, InC.FL' Cart 66M �6604 Parke East Blvd. Tampa PL;b3610 Date: April 23,2020 ® WARNING- dpslgn parameters and REAO NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIA1473 la 4LSp t5 BEFORE UGE. sessee rev. Caere valid for use onlywith Mireb9 connectoe. This design is based only upon parameters shown, and el for an Individual building component not �� a truss system. Before use, the building designer mustwedN the applicability of d®ign parameters and property m inrporate this design inov to the erall buildingdesign. Bracing indicated is to prevent bucWing of indmdual truse web limper AON members only. Additional temporary and p maamentlumcm, is for MiTek' always required stability and to prevent collapse with passible personal injury and property damage. For generel guidance regarding me fabnoadon, storage,delivery, prance and bracing of busses and truss systems, sale ANSUTPII Quality Criteria, Di and BCSl Boikeng Component Sale,inTmmafron evaliti an Truces Plate Insidute.218 N. Lee Street. Suite 312, Xroundna. VA 22314. lvd. 69D4 Palle East B Tampa,FL EastS Jab Truss pass Type Oty Ply LOT 125/5 WATERSTONE T20052427 2324161 CJ3V JACK -OPEN TRUSS 4 1 Job Reference (optional) (Plant City, FL), Plant Oty, FL-33567. 8.240 a Mar 92020 MiTek Industries, Inc. Thu Apr 23 12:58:10 2020 Pagel ^ ID:vgWgkLM89b-5SJglyNvAHzHH5m-q5Ft3FT729wghh3w1 NBZridOybtZO3eggCMoEHzNgPB Scale =1:12.7 Plate Offsets (X Y)— f2:0-0-15 Edael LOADING (psf) SPACING- 2-M CSI. DEFL. in (fee) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.01 4-7 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES We 0.00 Hom(CT) OAO 3 n/a Na BCDL 10.0 Code FBC20177rPI2014 Matrix -MP Weight: 12 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Ho¢ 2=152(LC 12) Max Uplift 3=167(LC 12), 2=-174(LC 12) Max Gras, 3=66(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max.Ten.-All forces 250(lb) or less except when shown. BRACING. TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purims. 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=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-4-0 to 1-8-0, Interior(l) 1-8-0 to 2-10-8 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 fora 10.0 psf bottom chard live load nonconcurtent 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 chard and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing atjoinl(s) 2 considers parallel to grain value using ANSVTPI 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 atjoinl(s) 3 except (jt=lb) 2=174. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin Vele2PE No.69182' h1Tek USA, MMFL'Cert6634' �6904 Parke East Blvd. Tampa h. MinD Date: April 23,2020 ®WARNING-Vertydesl9nperansrra.r READNOTEGONTMSANDINCLUDEDMREKREFERENCEPAGEMIWQ3reelW3,2015slariUSE Design valid for use only wHh MTeM connector. This design is based only upon parameter shovm, and Is for an individual building component not �• a truss system. Behr use. vie builging designer must verify Me applicability of design parameters and mcpedy incarcerate Mis design his Me overall buildingdesign. among indicated is to prevent buciding of individual Wm web anNorchaN member only. Additional temporary and permanent bracing is MiTek always regained(orstability and b prevent collapse vai passible pesonal mjeyand properly damage. Forger rlguldareemgarding Me fabrication,Storage, delivery, erection and bracing ofteasse and buss systems, see ANSVTPII gaudily Criena, 2N 9 and SCSI Building Component Saoorkd adon ava'IablefmmT,uw Platelnstihte,210N.Lee Street,Suite312.M.e 22 d6a,VA314. 604 Parke 6904 e East eNd. FL 3661E Job Truss Tmss Type Oty Ply T20052428 2324161 CJS Jack-0pen 2 1 iLOTT2-5/5WATERSTONE Job Reference (optional) alsourcn(Humt Uily. FL). pill City, rL- aaabr. 3x4 = 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Apr 2312:58:11 2020 Page 1 ID:vgWgkLM89b_5SJglyNvAHzFIH5m-IHoFGbUepz2hJge7b5fosw97j?8_7Wug3s5LmjzNgPA to Scale=1:17.6 Plate Offsets (X Y)— (2:0-1-0 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) War L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.06 4-7 >992 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.06 4.7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 plat We BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 181b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=10echanical. 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Gmv 3=122(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(I1h) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; VuH=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf: h=25ft; B=45ft; L=2411; eave=5$ Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -14-0 to 1-8-0, Interior(1) 1-8-0 to 4-10-8 zone; end vertical left and right 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 1001b 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 112" gypsum sheetreck be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin Velez PE Np.68182 MTek USA, Inc. FLCek'6634 69D6 Parke East Blvd. Tampa Fi' Date: April 23,2020 ®WARNING. VmrydeslgnparametersaMREADNOTESONTHISANDINCLUDWAI rEXREFERENCEPAG£MII-TOTanv,1Qro32015BEFOREUSE. Design valid for use ardywiih MTek@ commo am This draign is based only upon parameters shown, and is for an individual building component,,wt �• a truss syslem. Before use, Me building designer must vedfythe applicability of design parameter and properly inco, sman Nu design into Me overall buildingdesign. among Indicated is to prevent buckling ofindividual sussweb smiles dwNmembers only, Additional temporary and permanent trading m for MiTek' always required sdMwith and to prevent collapse possible personal injury and pmpM edamage. Forgeneml guidance regarding Me fabdwtian, stamge,delivery, ereabn and bracing oftneves and truss systems, see ANSI?PI1 Quality Cr@Wa, DS049 and BCS1 Building Component Sareylnroromeon available from Truss Plate lnsg1We 218 N. Lee Street. suite 312, Ammon, VA 22316.. e904 ParTampa,rkEast B e East Blvd, Truss Truss Type Oly Ply LOT125/5WATERSTONET20052429 r23'24161 CJ5V JACK -OPEN TRUSS 4 1 Job Reference (optional) trmni miry, ry, rlanv city, rL-Jabbr, 9 2020 MiTek Industries, Inc. Thu Apr 2312:58:11 2020 Scale =1:17.6 Plate Offsets (X Y)— [2:0-0-15 Edgel LOADING (psi SPACING- 2-M CSI. DEFL. in floc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.06 4-7 >911 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.45 Ved(CT) -0.06 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hors(CT) -0.01 3 We n/a BCDL 10.0 Cade FBC2017/TPI2014 Matnx-AS Weight: 18 In FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x45PNo.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=214(LC 12) Max Uplift 3=-133(LC 12), 2=-189(LC 12) Max Grant 3=124(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp/Max. Ten. -All forces 250(Ib) or less except when shown. BRACING. TOP CHORD Structure] wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=25ft; 13=4511; L=24ft; eave=5ft; Cal II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4.10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurent 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-M wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI7rPl 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 1001b uplift at joint(s) except (jl=1b) 3=133, 2=189. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin Velez - PIE No_68132 MITek USA; Inc. FL Cert 6634, :6904 Parke East BNd.Rampa PL*10 Data; April 23,2020 ® WARNING -Vedy design paranretem mM READ NOTES ON TNI S AND INCLUDED MUSK REFERENCE PAGE M11d473rev. 1MWlgef S BEFORE USE Design valid brass only with MireF®wnractors. This design is based only upon parameters show, and is far an individual building component. net ��• a buss system. Before use, be building designer must verily be appliczbilivaddesign parameters end property incorporate Nis deeign info rmoveral buildingdesign. Braci,g indicated is to prevent bustling of individual area web andlor clad members only. Additional temporary and permanintbradr, MiTek' is always required for lability and to prevent collapse wild possible personal injury and proi damages Far general guidance regarding the batteries, stomga,delivery, erechan and bracing of Wsees and "as systems,see ANSTWPH Quality Criteria, DSB-89 and Sat Building Component Saflylnfwmallon available from Truss Plle InsBWte,218 N.Lee Street. Suite 312. Alexandria, VA 22314. 6904 Parse BIM. East East Tampa.R Truss Oty Ply LOT125/5WATERSTONE F23'24161 EJACK-TO'PEN T20052430 EJ2 TRUSS 9 1 Job Reference (optional) trie,n City. FL, riam ury, rL-a.a,. 2020 MiTek Industries, Inc. Thu Apr 23 12:58:12 2020 Scale=1:10.3 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Uld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(ILL) 0.00 7 ,999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HDR(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 9 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or2-" oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=1vlechanical Max Honc 2=124(LC 12) Max Uplift 3=-38(LC 12), 2=-229(LC 12), 4=-28(LC 9) Max Grav 3=34(LC 1), 2=170(LC 1), 4=31(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4.0 to 1-8-0, Interior(1) 1-8-0 to 1-11-14 zone; end vertical left and right exposed; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconcumem with any other live loads. 3)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb) 2=229. This item has been electronically signed and sealed by Velez, Joaquin, 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. Jdaguin Win PE ND.68182' MITek USA; Ine. FLCet 6634, 6904 Parke East BlvdRampa FL 0 10 Data: April 23,2020 ®wARNIN WralossignparsmehrsanEREADNOTES ON TNIS AND INCLUDED MREKREFERENCE PAGE M11.7473nee. ID/dYaD158EPoRE USE seress Design valid for use onlywith MITek® wnnecbrs. This design is based only upon parameters shaven, and is far an individual building wmpanent, not �I• a "as system. Belore use, the building designer most verify Me applicability of design parameters and property incriminate this design into Me overall ` buddingdesign. Bmcirg indicated is M prevent buckling of individual Wss web and/or chord members only. Additional tempoary and permanent bracing MiTek' is always nocturnal u for stability and to prevent collapse cam possible peanal injury and property damage, For general guidance regarding Me fabrication, starage, delivery, erection and bracing of Wsses and truss systems, see ANSI/TPI1 Quality Criterle, DS049 and BCSI extollingComponent Saferylnm foration available from Truss Plate Inatitute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. fi9n4 Palle t Blvd, East Tampa, rk Job Truss Truss Type Ply LOT T 125/5 WATERSTONE �Qty T20052431 23241fi1 EJ7 JACK-OPENTRUSS 7 1 Job Reference (optional) (Plant City, FL), Plant City, FL- 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 2312:58:13 2020 Scale=1:22.6 Plate Offsets (X,Y)- I2:0-2-10 0-1-81 LOADING (psn SPACING- 2-0-0 CSL DEFL. in floc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.18 4-7 >459 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.20 4-7 >413 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 24 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Hoe 2=278(LC 12) Max Uplift 3=-193(LC 12), 2=-217(LC 12) Max Gmv 3=181(LC 17), 2=336(LC 1), 4=122(LC 3) FORCES. (Ih)-Max.Camp./Max. Ten. -All forces 250(I1b) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst, BCDL=6.Opsf; h=25ft; B=45ft; L=2411; eave=5fl; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenog2)-1-4-0to 1-8-0, Intedor(1) 1-8-0 to 6-11-4 zone;C-C for members and farces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par 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-M wide will fit between the bottom chard 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 at -lb) 3=193, 2=217. 6) This truss design requires that a minimum of 7116'sWctural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin yelp: PE N08182' MRek UsA, Ibc.Fl Cai16634, 690.4 Parke East BNd.,Tampa FL 73610 Date_: April 23,2020 ,&WARNING- Ventydew9eparemeter—cei READNOTES ON MIS AND INCLUDEDMREKREPERENOE PAGE MlIJ473 rev. 1"n0156EFORE USE Design valid for use only with MfrekO mnnectors. This design is based only upon parameters shown, and w for an Individual building component set �w' a pass system. Before use, the building designer mualvers, the apptiwbiiity of design parameters and propedy inacmomis his design into the overall building cesign Biasing indicated is to pressabuolding of lntliv,dualbuv web andbrchordmembersonly. Additional temporary and pemianen(bracing MiTek' to always required for stabilki to paweecollapsewi8, possible personal injury, and pmpedy dowse. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and pass syeteme, see ANSIIIrPif Duality Criteria, DS949 and BOSI Building Component 6904 Pale East Blvd. SafetylnTwmadon available from Tmv Plate Institute, 218 N. Lee Street Suite 312. Aleaandna. VA 22314. Tampa, FL scale TrussTruss TypeOty Ply LOT 125/5WATERSTONET20052432 =2324161 EJ7V JACK-0PEN TRUBS 6 1 Jab Reference o donal aantndry, FL), rlant ury, rL-&Obl, 6.240 s Mar 92020 MiTek Industries, Inc. Thu Apr 23 12:58:13 2020 Pagel IDvgWgkLM89b_5SJg l yNvyjHzHH5m-Egw7hHVutbIPY8oViWhGxLFLIOIVb006WAaSmzNgPB -1-4-0 50-0 7-0-0 t-0-0 5-0-0 2-0-0 Scale=1:22.6 3x4 Plate Offsets (X Y)-- 12:0-2-3 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.19 4-7 o433 240 MT20 244/190 TCDL TO Lumber DOL 1.25 BC 0.73 Vert(CT) -0.21 4-7 o401 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0.03 3 rue Na BCDL 10.0 Code FBC2017lrP12014 Matrix -AS Weight: 251b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4-Mechanical Max Holz 2=278(LC 12) Max Uplift 3=-199(LC 12), 2=-210(LC 12) Max Gmv 3=183(LC 17), 2=336(LC 1), 4=122(LC 3) FORCES. (III) -Max. Comp./Max. Ten. -All tomes 250(lb) or less except when shown. BRACING - TOP CHORD Strucural wood sheathing directly applied. BOTCHORD 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=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Ezlerior(2)-1-4-0 to 1-841, Intertor(1) 1-8.0 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing atjoint(s) 2 considers parallel to grain value using ANSIrnol 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=199,2=210. 7) This truss design requires that a minimum of 7116" stmcWml woad sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chard. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin Veele2PE No.68182 MTek USA, Inc. FL Cert 6034 8904 Parke East Blvd. Tampa FL 1�816 Data: April 23,2020 ®WARN/NG. Venrydeslgnparamatere and READ NOTES ON TMSANDINCLUDED MREKREFERENCEPAGEMIF7473rev, fexacun3 BEMRE USE saaass R Design valid for use only WM Milconnectors. This design is basal only upon parameters shpvm, and a for an Individual building component rat �■• aWas system. Before use, the building designer most verify Me apptcxbility aides, parameters and properly lncoeporah Me design into Me overall ��w■ buildingdesign. Bmang indicated is to prevent buWing of Individual buss web androrchaN members, only. Additionaltempomryandpermanentbrocing MiTek' is aNmys requiredforstabilityand N prevent mlhpse vaM possible personal injury and property damage. Forgensmlguidanoeregarding Me fabdrafwn.sbrege,delivery, erecaon antl bracing of Wssee and Wss eyslans.see ANSUTP/fQualify Cnferia,DSB49and BCSIBwYding Component fi900 Parke lvd. Eea[B East B Sahrm ylnfaaffoo available from Truss Plate InstiMe, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL Truss Qty Ply LOT1251SWATERSTONET20052433 F23241617JACK-TOYPEN EJ7VP TRUSS 7 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City. FL-33567, Us i 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 2312:58:14 2020 Page 1 f Scale -122.6 Plate Offsets (X Y)— f2:0-2-9 0-1$ LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(L-) 0.32 6-9 >259 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) 0.28 6-9 >292 180 BCLL 0.0 Rep Stress lncr YES WB 0.30 Hom(CT) -0.02 2 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -AS Weight 311b FT=20% LUMBER - TOP CHORD 2x4 SP No.1 BOTCHORD 2x4 SP M 31 WEBS 2x4 SP Nm3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 4=10echanical, 2=0-8-0, 5=Mechanical Max Horz 2=352(LC 12) Max Uplift 4=-07(LC 12), 2=-350(LC 12), 5=-284(LC 12) Max Gros, 4=72(LC 17), 2=336(LC 1), 5=194(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-392/755 BOTCHORD 2-6=-1139/349 WEBS 3-6=-352/1020 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD 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=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-4-0 to 1-04), Interior(1) 1-6-0 to 6-11-4 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 fora 10.0 psf bottom chord live load nonconctimentwtth 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?PI 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 100111 uplift at joint(s) 4 except Ot=lb) 2=350,5=284. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin Yelez PE No.ee192 MiTek USA, Inc. FL Cert 6634 6904 Padre East Blvd. Tampa FL 33610 Date: April 23,2020 AWARNING - Vady design Parameters aN READ NOTES ON MIS AND INCLUDED MREK REFERENCE PAGE MII.747a rev. I NDL2015 BEFORE USE Design valid for use only WM MiTeks, connedo,s. This design Is based only upon parameters shown, and b for an Individual building component, rat ��• a Was eystem. Before use, Me building designer must verify Me applimbilityof design parameters, and properly Inwryorate die design irate Me overall buiWingdesign.Back, Indicated! is W prevent bucking of Mdlvidual Wss web ardor stand members only. Additional temporary and permanembadrg Is MiTek' alwaysrevised! far alrblldy and In prevent collapseWM possible personal injury and property damage. Forgeneralguldanceregardug We fararyin ,storage, del erection and bracing of busses and trues systems,eee ANSIRPI10vallty Crllerla,OSBA9 andBCSl Buidng Component Sahly lnRoseman available from Telex Plate tns4Nt%218 N. Lee Snot, Sulte 312. Alexandria. VA 22314. Mad Parke East Blvd. Tampa, FL W610 Job Truss Truss Type City Ply LOT 125/5 WATERSTONE T20052434 2324161 HJ2 DIAGONAL HIP GIRDER 2 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL-33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 2312:58:14 2020 Page 1 Scale =1:10.1 2.9-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Ilde6 Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.32 Vert(LL) O.OD 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Ved(CT) 0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Hoa(CT) 0.00 2 Na o/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Weight: 12 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-5-11, 4=Mechanical Max Hoa 2=79(LC 8) Max Uplift 3=47(LC 7), 2=-282(LC 8), 4=-04(LC 6) Max Gmv 3=14(LC 1), 2=161(LC 1), 4=29(LC 3) FORCES. (Ib)- Max. CompJMax. Ten. -All forces 250 (Ib) 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=24ft; eave=5ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; parch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par 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-M 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 Ill uplift at joint(s) 3, 4 except Qt=lb) 2=282. 6) In the LOAD CASE(S) section, loads applied to the face of the buss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 This item has been Trapezoidal Loads (plf) electronically signed and Vert: 2=0(F=27, 8=27)-to-3=38(F=8, B=8), 5=0(F=10, B=10)-to4=-14(F=3, B=3) sealed by Velez, Joaquin, 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. Joaquin Veer PE Na.68102' MTak USA; Inc. FL Cart 6834 6904 Parke, Ent Blvd. Tampa FL 10610 Date: April 23,2020 AWARNING-VaNfydesigaparameNrsaMREADNOTES ON MIS AND INCLUDEDMITEx REFERENCE PAGE 111II.7473rar. I"Sg hfs BEWRE USE asesse - Design valid far use only wiN Welds connectors. This design la based only upon parameters shown, and m far an Individual building component not �Sr a truss system. Before use, the building designer muse verify ua applicability of design parameters and properly Incorporate the design th Into e marall bakingdeslgn. grading Indicated is to prevent building of lndMEual Was web andfor chord members only. Additional temporary and per,anentbracing MiTek' Is always required for atobBity and to prevent collapse with possible personal injury and propery damage. Forgensmiguidanceregardingtha fabrication, storage, delivery emomn and bacing of Wages and boas systems, sea ANSI/TPll Quality CrIlwre, DS6-89 and BCS1 Building Component Safety lnfamation avaR ie man Truss Plata W4Nte,218 N. Lee Street, suite 312, Aleurkda, VA 4314. 6904 Fa 6904 Parke,st Blvd. Tampa,FL W610 s TDrIuAsGs Ot ty LOT 25/5WATEtiR T20052435 4161 HrvJ7s OTNypAeL HIP GIRDER Builders Fi albource (Plant oily, FL), Plant City, FL- 33567. 5.240 s Mar 9 2020 MiTek Industries, Inc. Thu Apr 2312:58:15 2020 Page l ID:vgWgkLM89b-5sJglyNvyjHzHH5m-B32m6zX8lCV7nSyugxkkOmKq?CUX3GiP—U3ZvUzNgP6 -1-11-10 5.104 9-10-13 l 1.10-10 5.104 4-0-9 Scale =1222 u4 Plate Offsets (X,V)— f2:0-2-4 0-0-81 LOADING (part) SPACING- 2-0-0 CSL DEFL. in floc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL I'25 TC 0.40 Vert(LL) 0.04 6-7 n99 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.06 6-7 >999 180 BCLL 0.0 Rep Stress lncr NO WB 0.27 Horz(CT) 0.01 5 n1a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MSH Weight: 42 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 REACTIONS. (sae) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Hoe 2=336(LC 8) Max Uplift 4=-240(LC 8), 2=-273(LC 8), 5=-174(LC 8) Max Grav 4=240(LC 13). 2=412(LC 1), 5=399(LC 13) FORCES. fib) -Max.Camp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-680/174 BOTCHORD 2-7=-403/620, 6-7=403/620 WEBS 3-7=0/291, 3-6=-718/467 BRACING. TOP CHORD Structural wood sheathing directly applied or6-M oc purins. BOTCHORD Rigid ceiling directly applied or 9-1-12 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=4.2psh BCDL=6.Opsf; h=25ft; B=45ft; L=2411; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconcuna nl with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the boftom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will 8t 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 1001b uplift at joint(s) except Qt=lb) 4=240,2=273,5=174. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4=-134(F=-40, B=40), 8=0(F=10, B=10)-to-5=-49(F=-15, B=.15) This item has been electronically signed and sealed by Velez, Joaquin, 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. Jopquin Velez PE N0.68182 MiTek USA; Inc. FL Cart 6034, 6904Parke.East Blvd..Tanipa FL 33810 Data: April 23,2020 ®WARNING-Ven"ty daslgnPaamamn eMRFAO NOTES ON TRISAND INCLUDED MITEI(Aug ERENCE PAGE MII-7473nay. 1M3e015BEPoREVSE asseas Design valid for use only WM MTeIkgmnnecbam. This design is based oNyupon paremsters shovm, and later an individual bulding r ompo lank rot �� a truss system. Before use, Me building designer must verify Me applicability of design parameters and property incor arate one design into Me overall bundingdesign.Breci,g indicated is to prevent burgling ofindividual buss web andfor chord members only. Addieanab temporary and permarentigaid, MiTek' is a6it, required for sdbNty and to prevent collapse vdM Possible pemnal injury and pupeM damage. For general guidance regarding Ma fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSWPrl Quality Crifeda, DSB49 and SCSI 6uading Component g9p4 Parker East Bivd. Saletyln/ agora avallablefiomTrvuPlatelnsNme,218N.Lee Street SUte312,Alevandda,VAM314. Tampa. 3fi610 Job Truss Truss Typa Oty Ply LOT 12515 WATERSTONE T20052436 2324161 HJN DIAGONAL HIP GIRDER 2 1 Job Reference o gonal Builders FastSource (Plant sty, I-L), Plant uty, I-L-J3bbf, 8.240 s Mar 9 2020 MTek Industries, Inc. Thu Apr 2312:58:16 2020 Page 1 ID:vgWgkLM89b 5SJglyNvyjHzHHSm.fFCBKJYmdWg_PcX4OeFzZnOHOgkoi9ZD8p6RxzNgP5 -1-1G-1G 54-14 9.10-13 1-10-10 6-0-14 45.15 3x4 6414 9-10-13 54-14 4-5-15 l Scale=1:22.2 Plate Offsets(X,Y)— [2:0-1-0,Edgel LOADING (psf) SPACING- 2-041 CSI. DEFL. in (lac) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.08 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.09 6-7 >999 180 BCLL 0.0 ' Rep Stress ]nor NO WB 0.38 Horz(CT) 0.02 5 Na Na BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 41111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Hoa 2=278(LC 8) Max Uplift 4=-111(LC 8). 2=-331(LC 8), 5=-152(LC 8) Max Grav 4=100(LC 1), 2=534(LC 1), 5=308(LC 1) FORCES. (Ib)- Max. Camp./Max. Ten. - All forces 250(lb) or less except when shown. TOP CHORD 2-3=-1137/516 BOTCHORD 2-7=-639/1054, 6-7=-642/1041 WEBS 3-7=0/272, 3-6=-1031/631 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc pur ins. BOT CHORD Rigid calling directly applied or 7-3-1 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=248; eave=5ft; Cat. II; Fxp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 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-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joinl(s) 2 considers parallel to grain value using ANSIrTPI 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 at=lb) 4=111, 2=331, 5=152. 7) Hanger(s) or other connection devica(s) shall be provided sufficient to support concentrated loads) 52111 down and 6lb up at 1-0-0, and 10 lb down and 80 Ib up at 3-0-0, and 61 Its down and 149111 up at 5-0-0 on lop chord, and 1 lb down and 8 Ib up at 1-M, and 9111 down at 3-M, and 46111 down at 5-0-0 an bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). - LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.4=54, 5.8=-20 Concentrated Leads (lb) Vert: 12=6(F) 13=-61(F) 15=-9(F) 16=-36(F) This item has been electronically signed and sealed by Velez, Joaquin, 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. Joaquin Velez PE No.68182 MTek USA, Inc. FL CIA 6634 6604 Parke East Blvd. Tampa FL 03810 Data: April 23,2020 ,&WARNING-Vorly Mslgnpanmerersarp READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE 11II.703 rev. IWOMoUBEFGRE USE. Design valid for use only with Mreklu wm,ectors. This design is based only upon paremetere shown, and Is for an individual building component not �- a truss eyse m. Before use, the building desgnermust vei the apptirabinty of design parameters and properly Inam,mate the design into theovera8 buildingdesign. SearsintlicatedistopreventbuWingolvltlMduatWaawebandfordendmembersai Additional tinnfai ryandpamanembradng Mi7ek' b always m9ulred fmstodlity and as prevent collapse with possible persons! Injury and properly damage. Forgenera! guidswe regardirp the labdeation, sbmge, tlalivay, eeeetipn antl bracing of Wasaa and Wss systems, sae ANSIOP11 Quality CrlfivA, DSB-89 and SCSI Bursae, Component 69W Partial East Blvd. Safefylamman0an available tram Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314, Tampa, FL W610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION -01 1 3/4" Center plate on joint unless x, y HEoffsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1tfi r AF For 4 x 2 orientation, locate plates 0- 'I+ from outside edge of truss. This symbol Indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or th 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. 64-8 I I dimensions shown o scale) izteenlhs (Drawings not to scale) 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 NUMBERSILETTERS. 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 MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for buss system, e.g. diagonal or X-bracing, is always required, See BCSI. 2. Truss bracing must be designed by an engineer. For wide buss 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 busses. 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 ANSVTPI 1. 7. Design assumes busses will be suitably protectedfrom the environment in accord with ANSUTPI 1. 6. 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 in retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practise 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 buss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 16. Use of green or treated lumber may pose unacceptable em,ironmenlal, health or performance risks. Consult with pmject 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 ANSIF-PI 1 Quality Criteria.