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HomeMy WebLinkAboutTruss249 Maitland Avenue, Suite 3000 F D S Altamonte Springs, Florida 32701 P: (321)972-0491 1 F: (321)972-72-0484 1 E: info@fdseng.com rWebsite: www.fdseng.com ENGINEERING ASSOCIATES November 27, 2019 Building Department Ref: Adams Homes Lot: Lot 37 B11 Subdivision: Waterstone — Port St. Lucie Address: 8604 Merano Ave. Model: 2020 B LHG KA # 19-7728 Truss Company: Builders First Source Date of drawings: 11/5/19 Job No.: 2146431 Wind Speed: 160 Exposure: C Truss Engineer: Michael Magid To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. ®� If you have any questions, please do not hesitate to call. Sincerely, Carl A. Brown, P.E. FL. # 56126 �J�SePBEo SaR'��cr a No 878 o � _ a of ccz 1. 11/27/2019 Todd M. Born, P.E. FL. # 82126 "Doing Business 91tff ad-S,6lrN!cWndset and an Eye for Detail" CAUTIONM ill=i6■I■1ai�ii�mi iDi�i�l6�i■I�iii ®11=�1�1�711IL71E71i71�1\� ���_�_�� TIlfEU23A�f,A33iv3A 20-00-00 G- G_ a D. 111-1 n n r n n It 1111 vl DD tA.- 'IF. n IT .:ldlanoa>e1 ?. t 1h: t L20 SUO61tOTo va,m -I ,B,Ir,J uu1: d u)+i to :auP:nriJs? F, ns t' L27 IJ: 1V IIG IV .d i. � iJ Vl.^^. ClniXl vxi O:.f. !�.62 ! Co 5DE(T rolvs- air 97iupst fJ Aasrio al; 'sD and I !a;v POnE n:v sr' ip 1Is Pm Alo'.k avi E 1\ ATOV. .3ml -t rij.Ios CONNECTORS SCHEDULE ROOF TRUSS QT41DII MODEL ROOF UPLIFT SYM 0 1 A-11 LUS24 / JUS24 895 / 835 4901510 +e"' 7 A HTU261 THD26 3600/3470 1555 / 2330 +u 0 B HTU28 / THD28 4680 / 6040 2140 / 2330 +LB 0 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 1 Le 0 D HTU28-2 / THD28-2 4680/6005 3485 / 2595 1ID 0 E HGUS26-2 / THDH26.2 5320/5245 2155 / 2340 I le 0 F HGUS28-2 / THOH28.2 7460 / 8025 3235 / 3330 1IF 0 G HGUS26-3 / THDH263 523015245 /5245 2155 / 2340 / I0 0 H HGUS28-3 / THDHE 7460 / 7835 3235 / 4370 IN 0 J THJA26 / HJC26 910018990 4095 14370 1 u 3X8NOP roawxwu wwvvmeax¢,¢amw amtOeeexreammrn aemae IMPORTANT E,AOSED ucrD uaiED DxYa This MDat Be And vmm+iwOeOanixce raalaa.m W.wd dwflonAppmved Ratomoa Burma Fabaoation WIII 1wasEe ma¢xvsar.onrme:m nremroauoD,memo For Yoxr OOeak All Cohetlon DImn Dlmeneiona And CondiUona Pdor To Approval Of Plan SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL' 20 PSF TOLL: 0 PSF BEEN ACCEPTED. TCDL 07 PSF TCOL- 10 PSF BCDL: 10 PSF BCDL 5 PSF By Data_ TOTAL 37 PSF TOTAL• 55 PSF DURATION: 1.25 DURATION: 1.00 DO NOT ATTEMPT TO PERMANENT BRACING MUST BE PLACE PRIOR TO LOADING 6SE5. (a. SHEATHING` IGLES, ETC.? .:.... . ., r\ area? 648? sl` Yfaihle rid na a w,a 6uf R901 PITCH: 61120tj'c/<n0.d:;� CMING PITCH: 0112 1 a n19 , TOP CHOFlYSM' 2X ' BOTTOM CHORD SQ ' 2 X 4 OVERHANG LENGTH: 16" ENDCUT: Plumb CANTILEVER — TRUSS SPACING: 2C BUILDING CODE: FBC2017 BEARING HEIGHT SCHEDULE Hatch Le0end 6'Bea,Iryi tO Send,q PLAN DATE: 2019 REVISIONS: 1. 2 a L� BuMem . FwstSoLnm 4E03 Airport Read Pbnt Chy, FL 33563 Ph.(813) 305-1300 F.(813?305-1301 .. W. .b REVIEWED ❑ REVISE AND RESUBMIT ❑ REVIEWED WITH NOTATIONS ❑ NOT REVIEWED (SEE EXPLWTION) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve con- tractor from compliance with requirements of the draw- ings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and corelating all quantities and dimen- sions, selecting fabrication pmoesses and techniques of construction, coordinating his work with that of all other trades and performing his work in a j and tisfactory manner. FLORIDA DESIGN SOL!N , INC. Date t a, I By Submittal Bo. Project No. Projed Eng. Project Name, �® Lumber design values are in accordance with A 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 2020_B_3CAR_BLK - LOT 37/1 WATERSTONE/FP MiTek USA, Inc. Site Information: 66r904 Parke East Blvd. Customer Info: Adams Homes Project Name: 2146431 Model: 2020 B 3C 20X10ap�NAl610-41t5 Lot/Block: 37/1 Subdivision: Waterstone-St Lucie County Address: 8604 Marano Ave.,. 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 43 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T18576423 A01 11/5/19 23 T18576445 C3P - 11/5/1 2 T18576424 A02 11/5/19 24 T18576446 C3V 11/5/1 3 T18576425 A03 11/5/19 25 T18576447 C5 11/5/1 4 T18576426 A04 11/5/19 26 T18576448 C5A 11/5/1 5 T18576427 A05 11/5/19 27 T18576449 C5B 11/5/1 6 T18576428 A06 11/5/19 28 T18576450 C5P 11/5/1 7 T18576429 A07 11/5/19 29 T18576451 C5V 11/5/1 8 T18576430 A08 1115/19 30 T18576452 D02B 11/511 9 T18576431 A09B 1115/19 31 T18576453 E4 11/5/1 10 T18576432 A10B 1115/19 32 T18576454 E7 11/5/1 11 T18576433 A11B 11/5/19 33 T18576455 E7P 11/5/1 12 T18576434 Al2B 11/5/19 34 T18576456 E7V 11/5/1 13 T18576435 B02B 11/5/19 35 T18576457 H4 11/5/1 14 T18576436 B03B 11/5/19 36 T18576458 H7 11/5/1 15 T18576437 B04B 11/5/19 37 T18576459 1-17P 11/5/1 16 T18576438 C1 11/5/19 38 T18576460 H7V 11/5/1 17 T18576439 C1B 11/5/19 39 T18576461 K01 11/5/1 18 T18576440 C1P 11/5/19 40 T18576462 K02 11/5/1 19 T18576441 C1V 11/5/19 41 T18576463 K03 11/5/1 20 T18576442 C3 11/5/19 42 T18576464 L20 11/5/1 21 T18576443 C3B 11/5/19 43 T18576465 L21 11/5/1 22 T18576444 C3C 11/5/19 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: Magid, Michael - My license renewal date for the state of Florida is February 28, 2021. - IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/rPI 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 M7ek'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/rPI 1, Chapter 2. N11 PS` rS �r��,,'' * . No 53*: OA ATE OF 0��` 'A 4 O R 1 Q ONA; Michael S. Magid PE No.53681 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 5,2019 Magid, Michael 1 of 1 Job Tress Truss Type CA9 Ply LOT 37/1 WATERSTONE/FP T18576423 2020_B_3CAR_BLK A01 ROOF SPECIAL 9 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 6.00 12 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 5 13:06:32 2019 ID:OAgsmhRnU78gy81 pVrgZFsz37jG.YDOZifls7eDY1102Sg20U90dIgMFxKHcEC 5x6 i Scale = 1:72.1 1b1N 4x10 1vlT20H83 4x10 MT20HS% 3.0012 8-6.0 17-5-13 22-2.3 31-0.0 39-8-0 8.8.0 6-9-13 4-8-6 8-413 &&0 Plate Offsets (X Y)-- 12:0-1-14 Edgel [5:0-3-8 0-2-81 18:0-1-14 Edge] 111:0-3-0 0-0-41 LOADING (psf) SPACING- 2-0-0 CSL DEFL in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.67 10-11 >709 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -1.0810-11 >439 180 MT20HS 187/143 BOLL 0.0 ' Rep Stress Incr YES We 0.98 Horz(CT) 0.61 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 202 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* I A,6-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-13,8-10: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 2=1540/0-8-0, 8=1540/0-8-0 Max Hom 2=433(LC 8) Max Uplift 2=-797(LC 10), 8= 797(LC 10) ' FORCES. (Ib) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5024/3837, 3-4=4698/3527, 4-5=-2451/2078, 5-6=-2449/2076, 6-7=4605/3527, 7-8=4908/3837 BOT CHORD 2-13=-0280/4852, 12-13=-1901/3093, 11-12=-908/1914, 10-11=-1901/2878; 8-10=-0280/4431 WEBS 5-11=-726/1013,6-11=-1142/1091,6-10=-1184/1759,7-10=-324/509, 5-12=-727/1068, 4-12=-1215/1090,4-13=1184/1936, 3-13=-307/509 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=5.Opsf; h=15ft; B=45ft; L=4011; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exte lor(2) zone;C-C for members and forces & MW FRS 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 chard 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 3-0-0 tall by 2-0-0 wide will tit between the bottom chord and any other members, with BCD = 10.Opsf. 6) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 2=797, 8=797. 8) This truss design requires that a minimum of 7/16" structure] wood sheathing be applied directly to the top chord and 112' gypsum sheetrock be applied directly to the bottom chord. Michael S. Magid PE No.53681 MTek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33810 Data: November 5,2019 Q WARNING -Vedlydeagnpaametemaed REAONOTES ON TNISANOINCLUDED MREKREFERANCEPAGEMLL7473ev. ID'e312015 BEFORE USE. Design valid for use only with MITei� connectors. IDls ❑eslgn Is based only upon parameters shown, and Is for an Individual bulUing component, not ��- o truss system. Before use, Me building designer must verity me appllcobeky of design parameters and properly Incorporate this tleslgn Into the overall bWtling design. Bracing Indicated is to prevent buckling of lndNldual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldonce regarding Me election and and DS029 and SCSI Su1tlhD Component turf. Te ute. 218sses Safety m/ormarlbnovoicble from Truss Plate Instit, N. lee Street, Sult 312, AlexontlAot. VGA 22314.MMo, pa, FL 33610 Job Truss Truss Type Ory Ply LOT 37/1 WATERSTONE/FP T18576424 2020_B_3CAR_BLK A02 HIP 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL-33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 513:06:34 2019 Scale = 1:75.0 Sx6 = 6.00 12 Sxfi = 5 6 6a12 MT20HSG 6xl2 MT20HS� PA � '/Z 2x4 6 1.5x8 STP= 1.5x8 STP= c 14 b 2 1321 2212 11, 9101e d 1 6x12 MT20H5 = 3x4 = 5x8 = 6x12 MT20HS= b 4xl0 MT20HS� 3.00 12 4z10 MT20HS� 8-B-0 17-5-13 22-2-3 31-0.0 39.8.0 8-8.0 8.9.13 4-B-6 B-9-13 8.8-0 Plate Offsets (X Y)-- [2:0-1-14 Edoel [5:0-4-0 0-2-81 [6:0-4-0 0-2-81 [9:0-1.14 Edgel [12:0-4-0 03-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(L-) 0.67 11-12 >714 240 MT20 244/190 TCDL 7.0 Lumber DOL 1:25 BC 0.97 Vert(CT) ' -1.0811-12 >440 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.96 Horz(CT) 0.61 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 200 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-4,7-10:2x4 SP No.1 BOT CHORD 2x4 SP No.2'Except' 2-14,9-11: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (lb/IS 2=1540/0-e-0, 9=1540/0-e-0 Max Hom 2=417(LC 9) Max Uplift 2=-797(LC 10). 9=-797(LC 10) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 5065/3824, 3-4=-4741/3508, 4-5=-2454/2065, 5-6=-1934/1798, 6-7=2448/2059, 7-8=-4604/3507, 8-9=-4912/3824 BOT CHORD 2-14=-3269/4876, 13-14=-1878/3107, 12-13=-969/2012, 11-12=-1878/2870, 9-11=3269/4435 WEBS 3-14=-304/520, 4-14= 1187/1952,4-13=-1233/1070, 5-13=-702/1047, 6-12=-698/994, 7-12- 1164/1072.7-11- 1187/1770, 8-11=320/520 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=5.Ops1; h=15ff; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;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 ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 7) Bearing at joints) 2, 9 considers parallel to grain value using ANSVrPI 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 100 lb uplift at joint(s) except (jt=lb) 2=797, 9=797. 9) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Michael S. Magid PE No.53661 MiTek USA, Inc. FL Celt 6834 6904 Me East Blvd. Tampa FL 33610 Date: November 5,2019 QWARNING-Vedlyde5/9Rparamemm.dREAO NOTES ON TN/SAND MCLUDED MI7EKREFERANCEPAGEMIL747a rev. 10031015BEFORE USE. Design valld for use only with Mines@ connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a hula system. Before use, the building designer must vorlfy the applicability of design parameters and properly Incorporate this design Into the overall bulldingdesign. Bracing Indicated a to prevent bucWingoflntlNidualtruss web and/or chord members only. Addltlonalfemporaryandpermanent bracing MiTek' 6 always required for stob0ity and to prevent collapse w8h parable personal ln)ury and property damage. For generol guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSU1Pll DualMy CriMM, Dill and SCSI SuldhD Component Safely lnrarmntiono llabie from Truss Plate lnstn e, 218 N� Lee Sheet, Sulfa 312, Alexandria. VA 22m14,33610 6906 Parke East Blvd. Tempe, FL East B Jab Truss Truss Type Oty Ply LOT 3711 WATERSTONE/FP T78576425 2020 B $CAR_BLK A03 HIP 2 1 Job Reference o lional Builders Frstbource (Plam Gny, FL), F'lanl Gity, I-L- 33551, a.Z4U G JUI 14 zule MI I ex industries. Mo. I ue Nov b TJ:uo::ta zulu Scale = 1:73.7 6.00 r12 5x6 = 5.8 = 5 6 6x8 i Ex" 4 7 n d 2x4 2x4 '6 3 a 1.5x8 STP= 1.Sx8 STP= 15 9 ry 2 14 13 12 11 910 <7 1 fix12 Mi20HS= d 3xB = 6x8 = 6xl2 MT20HS= le d 5x8 5.8 % 3.00 12 - 8-&0 17-4.13 22-41 31-0-0 39-B-0 8-8-0 B-B-13 4- 1-4 8-7-15 { 8.8.0 Plate Offsets (X Y)- [2:0-2-6 Edne] [5:0-3-00-2-0] [6:0-6-00-2-81 [9:0-2-6 Edee1 [I3:0-1-12 Edgel f 13:0-0-0 0-1-121 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.66 11-12 >719 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT)-1.0711-12 >444 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WE 0.86 Horz(CT) 0.62 9 rda Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 207 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4,7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 6-14 2-15,9-11: 2x4 SP No.t WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (lb/size) 2=1540/0-8-0, 9=1540/0-8-0 Max Hom 2=376(LC 9) Max Uplift 2=-797(LC 10), 9=-797(LC 10) FORCES. (Ib) -Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=4920/3795, 3-4=-4601/3460, 4-5=-246B/2040, 5-6=-2201/1917, 6.7=-2476/2047, 7-8=-4601/3460, 8-9=4920/3795 BOT CHORD 2-15=-3244/4694, 14-15=-1825/2926, 12-14=-1166/2198, 11-12=-1825/2860, 9-11=-3244/4444 WEBS 3-15=-344/548, 4-15_ 1191/1905, 4-14=1107/974, 5-14=-624/843, 6-12=4628/879, 7-12=1040/973,7-11_ 1192/1771,8-11=-358/548 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; El¢ C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip D0L--1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with anyother live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by2-0-0 wide will fit between the bottom chord and anyother members. 7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of beading surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=797, 9=797. 9) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum Michael S. Magid PE No.53601 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33810 Date: November 5,2019 Q WARNWG- Verdydesfgnpammetersand REAONOTESON T ZMDWCLUOEOMmEKREFERANCEPAGEMIF7A7arsv. I01011?015BEFOREUSE. Design volld for use only wltm Mrekel connectors. This design Is based only upon parameters shown. and Is for an individual building component, not o hum system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate Ns design Into the overall buJOingdesign.&acingIndicated 4toprevent bucking ofIndividual hussweband/or chord members only. Additional temporary and pannanent bracing MiTek' Is alwoys required for stability and to prevent collopse with possible personal injury and property damage. For general guldonce regarding me fabrication storage, delivery, erection and bracing of trusses and truss systems. seeANSVrpII Qua" ryry Criteria, D3549 and SCSI Sul ding Componmf 69N Parke East Blvd. Sabty Infomafbtpvoliabie from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Cty Ply LOT 37/1 WATERSTONE/FP ' T18576426 2020 133CAR_BLK A04 HIP 2 1 Job Reference (optional) Binders rlrstsource jriam ury, ry, rlam spry, rL- 40001, 6.00 F12 5x6 = Sx8 i 5 4 2x4 3 .SxB STP= m 2 6 15 1 6x12 Mi20HS= 3x= 4xl0 Ml 3.0012 Scale=1:74.3 3x4 = 5x6 = 6 7 5x8 8 m d_ 2x4 5 N 9 1.5x8 STP= o 23 24 14 73 12 10 m rdv 4x6 = 3zB — 6,12 n9T20H5= 11 10 5xB LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (too) /deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Ven(LL) 0.62 15-16 >764 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.0413-15 A57 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress ]nor YES WB 0.91 Hort(CT) 0.58 10 rite Na BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 2071b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except* TOP CHORD 8-11,1-4: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 *Except* 2-16,10-12: 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 2=1540/0-8-0, 10=1540/0-8-0 Max Harz 2=-335(LC 8) Max Uplift 2=-797(LC 10), 10=-797(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5007/3762, 3-4=-4649/3421,4-5=-2818/2288, 5-6=-2493/2060, 6-7=-2492/2059, 7-8=-2818/2289,8-9=-4582/3421,9-10=4910/3762 BOT CHORD 2-16=-3216/4764, 15-16=-1781/3025, 13-15=-1537/2616, 12-13=-1782/2882, 10-12=-3216/4437 WEBS 3-16=-357/557, 4-16=-1204/1847,4-15— 1016/909,5-15=-912/1151, 6-15=-335/230, 6-13=-338/236,7-13=-921/1146,B-13=-963/911, B-12=-1203/1711, 9-12— 369/557 Structural wood sheathing directly applied. Rigid ceiling directly applied. I NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSVTPI 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 100 It, uplift at joint(s) except (jt=lb) 2=797, 10=797. 9) This truss design requires that a minimum of 7/16" stmctuml wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. , Michael S. Magid PE No.53681 MiTek USA, Inc. FL Ced6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 5,2019 Q WARNING-V h1ydesfOnparemefere end BEAD NOTES ON MIS AND INCLUDED MmEKREFERANCEPAGEMLL7474 rev. IDUM2015BEFOREUSE. Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not ��- a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only, Additional temporary and permanent bracing MOW MOW Is always real for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabnpatia6 storage delivery, erection and bracing of trusses and buss systems. seeANSVIP11 Quality Citadel, DSB49 end SCSI Building Component 69N Parke East Bind. Sa ety krformelbnavoilable from Truss Plate Institute, 218 N. Lee Street Sure 31Z Alexandria, VA 22314. Tampa, FL 33610 Jab Truss Truss Type City Ply LOT 3711 WATERSTONE/Ro T78576427 2020_13_31DAR_BLK A05 HIP 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL-33567, 8.240 s Jul 14 2019 MITek Industries, Inc. 1 ue NOV 5 13:06:37 2019 6.00 12 5x8 3.00 12 6.12 MT20HS = 6xl2 MT20HS = 4.6 = 4 21 5 226 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 CSI. Plate Gdp DOL 1.25 TC 0.83 Lumber DOL 1.25 BC 0.88 Rep Stress [nor YES WB 0.94 Code FBC2017/TPI2014 Matrix -AS DEFL. in (too) Well L/d Ve 1(LL) 0.60 10-11 >793 240 Ved(CT)-0.9011-13 >529 180 Horz(CT) 0.58 8 Na rda PLATES MT20 MT20HS Weight: 2021la LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied. 4-6: 2x6 SP No.2, 1-3,7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 31 'Except' 12-14,10-12: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Leff: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (lb/size) 2=1540/0-8-0, 8=1540/0-8-0 Max Hom 2=-293(LC 8) Max Uplift 2=-797(LC 10), 8= 797(LC 10) FORCES. (Ib) -Max. Comp./Max. Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 2-3=-4905/3703, 3-4=-4588/3384, 4-5=-3070/2408, 5-6=-3070/2408, 6-7=-4588/3385, 7-8=-4905/3703 BOT CHORD 2-14=-3160/4550, 13-14=-1725/2847, 11-13=-2030/3261, 10-11=-1725/2847, 8-10=-3160/4430 WEBS 3-14=-354/548,4-14=-1217/1853, 4-13=-184/549, 5-13=-417/311, 5-11=-417/311, 6-11=-184/549, 6-10_ 1217/1754, 7-10= 364/548 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=5.Opst h=1511; B=4511; L=40f ; eave=5N; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MW FRS 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 for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSVI-PI 1 angle to groin formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10011b uplift at joint(s) except Qt=lb) 2=797, 8=797. 9) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Scale = 1:73.4 5,13 GRIP 2441190 187/143 FT=20% Michael S. Magid PE No.53681 MTek USA, Inc. FL Cad 6634 6604 Parke East Blvd. Tampa FL 33610 Date: November 5,2019 ®WARNMG- Verhydesrgep9mmeremend READ NOTES ON TNISAND INCLUDED MREKREFERANCEPAGEM/F74Mml, iWA32615BEFORE USE. Design valid for use only with MITek(a connectors. lhls design Is based only upon parameters shown. and Is for on Individual building component, not a hum system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members any. Additional temporary and permanent bracing M!Tek' is always required for stability and to prevent collapse with possible personal INury and property damage. For general guidance regarding me fabrlcotlon, storage, delivery, erection and bracing of trusses and truss systems. seeANSUTPU QU lBY Cr6nW, G611-09 and SCSI Building Component 69M Parke East Blvd. Tempe, FL 33610 Safety Informationaail vable from Truss Plate Institute, 218 N. We Sheet, Suite 312 Alexandda, VA 22514. Job Truss Thus Type Cry Ply LOT 3711 WATERSTONE/FP T18576428 2020_B13CAR_131-K A06 HIP 1 1 Job Reference (optional) Builders RrstSource (Plant City, FL),I Plant City, FL- 33567, 8.240 S Jul 142019 MI rek lndustnes,Inc. IUS NOV 5 5.6 = 6.00 12 5x8 % 3.00 12 Sx6 = 2x4 11 5x6 = 22 7 LOADING (psl TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL. 1.25 Lumber DOL 1.25 Rep Stress Incr YES Coil e FBC2017/TPI2014 CSI. TC 0.84 BC 0.96 WB 0.57 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Well Ud 0.76 12-13 >627 240 -1.13 12-13 >422 180 0.67 9 n/a n/a PLATES MT20 MT20HS Weight: 1901b LUMBER- BRACING - TOP CHORD 2x4 SP No.t 'Except' TOP CHORD Structural wood sheathing directly applied. 4-5,5-7: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.t 'Except' 12-14,11-12: 2x4 SP No.2 WEBS 2x4 SP N0.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 , REACTIONS. (lb/size) 2=1540/0-8-0, 9=1540/0-8-0 Max Horz 2=253(LC 9) Max Uplift 2=-797(LC 10), 9= 797(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4879/3616, 3-4=-4605/3336, 4-5— 4007/3047, 5-6=4007/3053, 6-7=-3992/3035, 7-8=-4604/3336, 8-9=-4879/3617 BOT CHORD 2-14=-3075/4435, 13-14=-2028/3267, 12-13=-2549/4021, 11-12=-2027/3267, 9-11=-3076/4402 WEBS 3-14=-284/455, 4-14=-970/1547,4-13=-613/1013,5-13=-414/416, 6-12=-357/413, 7-12=-605/1003, 7-1 1=-971/1489,8-11=-295/456 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=5.Opst h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for alive load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSUTPI 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 1001b uplift at joint(s) except at=lb) 2=797, 9=797. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Scale = 1:72.0 5xS GRIP 244/190 187/143 FT=20% Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6634 6504 Parke East Blvd. Tampa FL 33610 Dale: November 5,2019 O WARNING -Verify desfgn paremefem and BEAD NOTES ON THIS AND INCLUDED MREK REFEHANCE PAGEMI47473 rev. 10=015BEFOREUSE. Design valid for use only with Mrek® connectors. Tnls design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to buckling of individual truss web and/or chard members any. AtltlHlonal temporary and permanent bracing MiTek' prevent k always required for sfablllN and to prevent collapse with possible personal lnlwy and property damage. For general guldonce regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, SaeANSIRP11 Cua1My CmrrM, D5549 and SCSI Building Component 69N Parke East BNd. Sately Infonnalbrvrvolloble from Truss Plate Institute, 218 N. Lee Street Sulte 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ON, Ply LOT 3711 WATERSTONE/FP T1B576429 2020_B13CAPIBLK A07 HIP 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL-33567, 8.240 9 Jul 14 2019 Mrl eK Inc. I UO NOV b 1 J:Ub:4U ZU19 Scale=1:72.0 6x12 MT20HS 2x4 11 6x8 = 2x4 It 6.00 F12 _ 4 23 24 5 6 7 25 26 6x12 MT20HS G 5x8 3.00 12 5x8 &8.0 1- 900 2- 4615 31-0-I 301-1 9&01fi54 4B I I fi50 Plate Offsets (X Y)-- f2:0-2-6,Edge1 f6:0-4-0 Edged f10:0-2-6 Edgel LOADING (psf) SPACING- 2-0-0 C51. DEFL. in (loc) /dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 1.08 14 >442 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -1.55 14 >308 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress [nor YES WB 0.94 Horz(CT) 0.79 10 rda n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 189 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.1 'Except' 4-6,6-8:2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Lett: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 2=154010-8-0, 10=1540/0-" Max Horz 2=-212(LC 8) Max Uplift 2=-797(LC 10), 10=-797(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. -Aft forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4839/3522, 3-4=-4661/3342, 4-5=-5397/3986, 5-6=-5397/3986, 6-7=-5397/3986, 7-8=-5397/3986, 8-9=4661/3342, 9-10=4839/3522 BOT CHORD 2-16=-2985/4361, 15-16=-2524/4009, 14-15=-3764/5688, 13-14=-3764/5688, 12-13=-2524/40a9, 10-12=-2985/4361 WEBS 3-16=-160/294,4-16=-743/1222, 4-15=-1111/1608, 5-15=-302/366, 6-15=-414/245, 6-13=-414/245, 7-13=-302/366, 8-13=-1111/1608, 8-12=-743/1197,.9-12=-171/294 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst; h=15h; B=45ft; L=40ft; eave=5tt; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSVTPI 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 100 Ito uplift at joint(s) except (jt=lb) 2=797, 10=797. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert6834 6904 Parke East Blvd. Tampa FL 33610 Date: November 5,2019 Q WARNWG-Vdfydlegnpexmete.and REAONOTESONTN/SANOINCLUOEOMREKREFERANCEPAGEM/F74mmre 10032015BEFOREUSE Design valid for use only with WOW connectors. This design Is based only upon parameters shown, and Is for an IndNlduol building component, not a truss system. Before use, the building designer must verity the appfcablmy of design parameters and properly Incorporate this design into me overall building design. Bracing Indicated I5 to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with treacle personal Injury and property damage. For general guidance regarding the fobricaffan, storage, delivery, erection antl bracing of messes and truss systems, seeANSI/1PI7 Cua1MNyy Water. D3549 and BC71 Bulding Component Safety Infoenptionovoi from Truss Rote InsHiute, 218 Street. 69M Parke East Blvd. Tampa, FL 33610 stole N. Lee Suite 312, Alexandria. VA 22314. Job Thus Truss Type OtY ply LOT 3711 WATERSTONE/FP T7857643D 2020 B 3CABBLK A08 HIP GIRDER 1 3 Job Reference (optional) Builders FlretSource (Plant City, FL), Plam City, FL-30557, a240 s JUI T 4 2u1 u MI I eK Ina115{nes, Inc. I Ile Nov o la:uo:4e 2ul u Scale =1:72.0 6.8 = 6.00 12 46 = 7x1D = 4x6 = 46 = 4x6 = 6x8 = 4 26 5 27 2129 630 31 32 7 33 34 8 35 3637 38 9 39 10 2z4 = 2z4 = 3 11 a 1.5x85TP= au 1.5x8 STP= 2 19 40 41 42 18 43 17 44 45 16 46 ' 15 47 46 14 m 12 13 f b1 48 I yy b 0 1ox12 = 4x8 = fixNIT20HS= 4x6 = 4xe = 10x12 o Sx8 3.00 F12 sire 74.0 1 12-9-15 I 17-1-5 22.6-11 26-ID-1 32.3-8 39-8-0 Plate Offsets (X 1)- [4:0-5-4 0-2-71 [7:0-5-0 0-4-81 [10:0-5-4 0-2-71 [17:0-7-0Oct-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udefl L/d PLATES - GRIP TCLL 20.0 Plate Gifts DOL 1.25 TC 0.59 Vert(LL) 1.03 16-17 >460 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -1.3516-17 >353 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr NO WB 0.65 Horz(CT) 0.56 12 Na Na BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 710 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2'Excepr 4-7,7-10: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 17-19,14-17: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=3189/0-8-0, 12=3295/0-8-0 Max Horz 2=171(LC 7) Max Uplift 2=-1700(LC 8), 12=-1819(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11318415813, 3-4=-11711/5919, 4-5=-11556/5868, 5-6=-1674018595, 6-7=-18905/9820,7-8=-18998/9921,8-9=-16982/8857, 9-1 0=- 11964/6315, 10-11- 12156/6408, 11-12=-11801/6273 BOT CHORD 2-19=-5176/10445,18-19=-7440/14669,17-18=-9454/18447,16-17=-9977/19320, 15-16=-9614/18594,14-15=-7799/14998,12-14=-5592/10824 WEBS 3-19=-493/655, 4-19=-2456/5080, 5-19=-3724/214$ 5-18=-1083/2487, 6-18=-2058/1297, 6-17=-1901714,7-17=-533/468,7-16=-406/349,8-16=102/641, 8-15=-1928/1176, 9-15=-968/2368,9-14=-3618/2039,10-14=-2493/5115,11-14=-565/701 NOTES- 1) 3-ply truss to be connected togetherwith 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 raw at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 Do. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 Do. 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 IF) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=151t; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber OOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless othewise indicated. 7) This truss has been designed for a 10.0 part bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of.20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 2, 12 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to Dealing plate capable of withstanding 1001t uplift at joints) except Qt=lb) 2=1700, 12=1819. Michael S. Magid PE No.53681 ?ORek USA, Inc. FL Cad 6834 6804 Parke East BNd Tampa FL 33010 Date: November 5,2019 Q WARNING- Venlydealgnpardmemn, and BEAD NOTES ON MIS AND INCLUDED MITEKREFERANCEPAGEMO.74rdrev. YOU32015BEFOBEUSE Design valid for use only with MiiekID connectors. This design Is based only upon parameters shown, and Is for on IndNidual building component, not a truss system. Before use, the bulltling designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members any. Additional temporary and permanent bracing MiTek' a always required for stability and to prevent collapse wills possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery. erection and bracing of husses and huv system% seeANSViPl1 Qua, Cmeda, D5549 and SCSI Suldkry Component 69M Parka East BNd. Safety tnfermolbmvolloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexontlrlo. VA 2231A Tampa, FL 33610 Job Truss ' Truss Type OtY Ply LOT 3711 WATERSTONE/FP - T18576430 2020 B 3CAR BLK A08 HIP GIRDER 1 3. Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL-33567, 8.240 s Jul 142019 MiTek Industries, Inc. Tue Nov 5 13:06:43 2019 Page 2 ID:OAgsmhRnU78gy81 pVrgZFsz37)G-jLAjCQnQOb7r7kAbekzOTLnKBUD2AAYsVmJGEyMDkw NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1161b down and 1841b up at 7-0-0, 116 lb down and 184 Ib up at 9-0-12, 116 It, down and 184 It, up at 11-0-12, 116 lb down and 184 lb up at 13-0-12, 116 Ib down and 184 Ib up at 15-0-12, 116 Ito down and 184 Ito up at 17-0-12, 116 lb down and 184 lb up at 19-0-12, 116 Ib down and 184 Ib up at 20-7-4, 116 Ib down and 184 Its up at 22-7-4, 116 It, down and 184 Ib up at 24-7-4, 116 Its down and 184 lb up at 26-7-4, 116 Its down and 184 Ib up at 28-7-4. and 116 lb down and 1841b up at 30-7-4, and 339 Ito down and 483 lb up at 32-8-0 on top chord, and 449 Ito down and 168 lb up at 7-0-0, 82 It, down at 9-0-12, 821b down at 11-0-12, 82 Ib down at 13-0-12, 82 Ib down at 15-0-12, 82 It, down at 17-0-12, 8216 down at 19-0-12, 82 Its down at 20-7-4, 82 lb down at 22-7-4, 82 It, down at 24-7.4, 82 Ito down at 26-7-4, 82 lb down at 28-7-4, and B2 lb down at 30-7-4, and 449 lb down and 168 lb up at 32-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54,4-10=-54, 10-13=-54, 19-20=-20, 14-19=-20, 14-23=-20 , Concentrated Loads gb) Vert: 4=-116(13)10=-282(B) 17=-60(B) 18=-60(B) 16=-60(B) 15=-60(B)26=-116(B)27= 116(B)28=-116(B)30=-116(B)31=-I16(B)32=-116(B)33=-116(B) 34=-116(B) 35=-116(B)37= 116(B)38=-116(B) 39=116(B)40=-449(B)41=-60(B) 42=-60(B)43=-60(B)44=-60(B)45— 60(B)46= 60(B) 47=-60(B)48— 60(8) 49=-449(B) AWARNING-VM1Yd sl9aparameto..dR"PNOTESONMISANDNCLUDEDMREKREFENANCEPAGEMib74M.v.1t4pMISVEFOHEUSE. Design valid for use only with Mre&connectors. This design is based only upon parameters shown, and is for an Individual building component not �r ■` a tress system. Before use, the bulldIng designer must verify the apptcablllN of design parameters and properly Incorporate this dealghInto the overall building design. Bracing Indicated is to prevent buckling of IndNidual truss web and/or chord members only, Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of trusses and thus systems seeANSUIPII Qua ppyy CMedo. DS349 antl aCSi Building Component Safety Infeapalirn arvolloble from Truss Rate Institute, 218 N. Lee Street. Sure 312, Alexandria. VA22314. MiTek' 69N Parke East Blvd. Tampa, FL Moo Job Thus Truss Type Oly Ply LOT 3711 WATERSTONE/FP T78576431 2020_B13CAR_BLK A09B ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL-33567, 8.240 s Jul 14 2019 MITek ic. Tue Nov 5 13:06A4 2019 3x6 = 5x6 6.00 rl2 Sx8 = 6x12 MT20H8= 3x6 3.00 L12 10-0-0 19.4-0 19 -0 26-8-0 31-NO 39-8-0 1n-n-n 9.4-0 0. -- 7-2.0 4-4-0 8-8-0 Scale - 1:72.6 Plate Offsets (X Y)-- 139-3-8 0-2-81 14:0-M 0-1-121 (4'0-2-12 0-2-12] 16:0-4-0 0-2-81 18:0-3-00-3-01 19:0-1-14 0-0-71 115'0-3-8 03-0] (16:0-4-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(L-) -0.28 15.16 >828 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Ven(CT) -0.4215-16 >549 ISO MT20HS 187/143 BCLL 0.0 Rep Stress lncr YES WB 0.70 Horz(CT) 0.02 15 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 2021b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'Except' BOT CHORD 5-15: 2x4 SP No.3 WEBS 2x4 SP No.3 WEBS REACTIONS. (Ib/size) 1=689/Mechanical, 9=800/0-8-0, 15=1524/0-3-8 Max Horz 1=-347(LC 8) Max Uplift 1=-388(LC 10), 9=-504(LC 10), 15= 600(LC 10) Max Grav 1=733(LC 15), 9=880(LC 16), 15=1524(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 1-2=-1089/1068, 2-3=-951/1090, 3-4=-201/580,4-5=-136/474,5-6=-856/901, 6-7=-967/913,7-8- 1908/1537,8-9=-2216/1779 BOT CHORD 1-16=-718/1172, 15-16=-49/346, 13-15- 910/850, 5-13= 831/874, 11-12=-9W1566' 9-11=-1404/1967 WEBS 2-16=-539l709, 3-16=-705/970,3-15= 748/237,5-12=-520/904, 7-12=-952l752, 7-11=442I`716, 8-11= 311/400 Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 2-2-0 oc bracing: 13-15 1 Row at midpt 3-16, 3-15 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=5.Opsf; h=15ft; 13=45ft; L=40ft; eave=5ft; Cat. II; Exic C; Encl., GCpIl18; MWFRS (directional) and C-C Exterior(2) 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 pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opst. 7) Bead ngs are assumed to be: , Joint 15 SYP No.2 crushing capacity of 565 psi, Joint 9 SYP No.2 crushing capacity of 565 psi. 8) Peter to girders) for truss to truss connections. 9) Bearing at joint(s) 9 considers parallel to grain value using ANSVFPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s). except (lt=lb) 1=388, 9=504, 15=600. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Michael S. Magid PE No.53681 Mil USA Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33810 Dale: November 5,2019 ,&WARNING-Vedlydesignpemmetemend BEAD NOTES ON TNLSAND INCLUDED NREKBEFERANCEPAGEMII.74nnev.. IMQVISBEFOBE USE Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for on Indlvlduai bulltling component, not ��- a truss system. Before use, the bulltling designer must verity he applicablllty, of design parameters and properly Incorporate this tleslgn Into he overall bulltling tleslgn. Braoing incilcoted is to prevent buckling of Indvidual truss web and/or chord members only. Addfonal temporary and permanent bracing MlTek' Is always required for staDllity and to prevent collapse with possible personal lnlury and property damage. For general guidance recording the / fabdwaon, storage, delNory, erection and bracing Df hu s and huss system%seeANBUIPl1 Quallly Ci fade, DSB419 and SCSI Bulding Component 69M Parke East Blvd. Safety Infommticure ilable from Truss Plate Institute. 219 N. Lee Shoot, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 3711 WATERSTONEIFP T78578432 202O_S_3CAR_BLK Aloe ROOF SPECIAL 1 1 Job Reference (optional) Builders FlrstSouroe (Plant City, FL), Plant City, FL- 33567, 6.24U S Jul 14 2U1e MI I eK Inausines, Inc. I ue Nov a IS:Ub:4o eun e 3x6 = 5x6 6.00 r12 5x8 = 6xB = 3x6 3.00112 10-0-0 79-0-0 19 -0 2LI.I-14 37-0.0 39-6-0 10-0-e 9-4-0 0. -0 Sri-14 fi-1-2 8-8-0 Scale = 1:72.6 d N N 6 Plate Offsets (X Y)— 13:0-3-8 0-2-81 [6:0-3-8 0-2-4] [8:0-1-10 0-0-71 f 14:0-3-e 0-3-01 f15:0-4-00-3-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (roc)/deft Ltd PLATES GRIP , TCLL 20.0 Plate Gdp DOL 1.25 TC 0.83 Ved(LL) -0.26 14-15 >828 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.4314-15 >546 180 MT20HS 187/143 BCLL 0.0 Rep Stress [nor YES WB 0.37 Horz(CT) 0.02 14 n/a rda BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 200 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SO No.2 *Except* 4-14: 2x4 SO No.3 WEBS 2x4 SO No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. SOT CHORD Rigid ceiling directly applied. Except: 2-2-0 oc bracing: 12-14 WEBS 1 Row at midpt 3-15, 3-14 REACTIONS. (lb(size) 1=688/Mechanical, 8=799/0-8-0, 14=1526/0-3-8 Max Horz.1=-347(LC 8) Max Uplift 1=-382(LC 10), 8=499(LC 10). 14=-612(LC 10) Max Grav 1=733(LC 15), 8=868(LC 16), 14=1526(LC 1) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1087/1051, 2-3=-949/1073, 3-4=-184/520, 4-5=-133/441, 5-6=-831/842, 6-7=-1831/1450,7-8=-2196/1767 BOT CHORD 1-15=-702/1170, 14-15=-47/345, 12-14_ 894/811, 11-12=-149/306, 10-11=-577/1028; 8-10=-1398/1951 WEBS 2-15=-536f707,3-15= 706/969, 3-14=-798/303, 5-12=-795/844, 5-11=-241/618, 6-11=-446/345, 6-10=-543/895, 7-10=-386/510 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=5.Opst h=15ft; B=45tt; L=4011; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exierior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed fora 10.0 psi bottom chord live load nonconcuffent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-64) tall by 2-0-0 wide Wilt fit between the bottom chord and any other members, with BCD L= 10.Opsf. 7) Bearings are assumed to be: , Joint 14 SYP No.2 crushing capacity of 565 psi, Joint 8 SYP No.2 crushing capacity of 565 psi. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 8 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ile uplift at joint(s) except Qt=lb) 1=382, 8=499,14=612. 11) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 5,2019 A WARNING -Verify destgnperemetersendREADNOTESONTHISANDMCLUDEDMITEKREFERANCEPAGEM/F747arev.taNY1G15BEFOREUSE Design valid forum only with Mdek® connectors. ihls design Is based only upon parameters shown, and 15 for an Individual bulldIng component, not a truss system. Before use, the building designer must verify the appllccbllity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent bucMing of lndtrldual truss web and/or chord members only. Addtionol temporary and permanent bracing MiTek- 4olwoysrequired for stob0ityand no prevent collapse with possible pear l Injury and property damage. For general guldonce regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems weANSVTPl1 Quamy Cdbdo, DS549 and 501 Binding Component 69N Parke East Blvd. Safety Informatfonovaliobie from Truss Plate Inst rAe, 218 N. Lee Street. Suite 312 Alexandria. VA 22314. Tampa, FL M610 Job Truss Truss Type Cry Ply LOT 37/1 WATERSTONE/FP T1B576433 2020_B 3CAR_BLK A11B ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 1.2 8.240 s Jul 142019 MiTek Industries, Inc. Tue Nov 5 13:06:46 2019 Page 1 ID:ZMxMAZ719fwXgbOKMXcO3Uz2JYl-8wsre5ueiy_ZiSSIGmlg26zFyOT?Fac?Yr?mZyMDkt 16-4-0 8-0-0 15-8-0 16.0-0 1&a-0 23" 30-8-D 33-5-0 3&8-0 r e00 7-6-0 0-0 &20 3-60 70 2-9-0 I 6-3-0 o¢a Scale=1:74.0 Ex14MT20HS II 6.00 12 14 ._ 6xe - 6.8 = US 3x6 = 3.00 12 LOADING (psf) SPACING- 2-" CSI. DEFL in (loc) Vdefl Vd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.83 Ved(LL) -0.28 14-15 >824 240 MT20 244/190 TOOL7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.43 14-15 >539 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(CT) 0.02 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 196 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-14: 2x4 SP No.3 2-2-0 cc bracing: 12-14 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-15, 3-14 REACTIONS. (lb/size) 1=682/Mechanical, 8=793/0-8-0, 14=1538/0.3.8 Max Horz 1=-343(LC 8) Max Uplift 1=-378(LC 10), 8=-495(LC 10), 14=-619(LC 10) Max Gray 1=727(LC 15). 8=850(LC 16). 14=1538(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1076/1038,2-3=-936/1057, 3-4=-166/503,4-5=-104/351, 5-6=-1135/1085, 6-7=-1800/1462, 7-8=-2103/1695 BOT CHORD 1-15=691/1158, 14-15=-52/333, 12-14=-907/816, 11-12=-624/822, 10-11=-884/1429, 8-10=-1328/1864 WEBS 2-15=-529/698, 3-15=-700/967, 3-14=-808/317, 5-12=-1054/1025, 5-11=-38/440, 6-11=488/260, 6-10=-394/701, 7-10=-294/371 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=5.Opst h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS 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 chard live load nonconcumenl with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 7) Bearings are assumed to be: , Joint 14 SYP No.2 crushing capacity of 565 psi, Joint 8 SYP No.2 crushing capacity of 565 psi. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 8 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=11b) 1=378, 8=495, 14=619. 11) This truss design requires that a minimum of 7/16'stmctural wood sheathing be applied directly to the top chord and 1/2" gypsum Michael S. Magid PE No.53681 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cad 6834 6904 Parke East Blvd. Tampa FL 33810 Date: November 5,2019 ,&WARNING- Verity design paramefemand READ NOTES ON TH/SANOINCLUOEO MITEKBEFEBANCEPAGEM0-7473rev. loaM2015BEFORE USE Design valid for use only with M6ek® connectors. This design Is based only upon parameters shown, and Is for an individual bulltling component, not a huss system. Before use, the bulltling designer must verity the appidobllHy of design parameters and property Incorporate this design Into the overall building tleslgn. Bracing lndlcated is to prevent buckling of Individual truss web antl/or chord members only, Additional temporary and permanent bracing MiTek' Is always required for stobllity and to prevent collapse with possible personal Injury and property damage. For general audience regarding the fabrication, storage, dalNery, erector, and bracing of husses and huss systems. seeANSU1Pl l Qua 01y Cdfedo. D89419 and SCSI Bolding Component 6904 Pahl East Blv I. Safety Infarmationavallable from Truss Immune, Imke, 218 N. Lee Sheet. Suite 312, Alexonddo, VA 22314. Tampa, FL 33610 Job Truss, Truss Type Oty Ply LOT 3711 WATERSTONE/FP T1B576434 2020_8_3CAR_BUK Al2B ROOF SPECIAL GIRDER 1 1 Job Reference (optional) emlaers rlrstsource (Fvant ury, ry, them Ulry, rL- 3ubo7, ID:ZM%I 4ga4s 10-0-4 13-8-0 l 18-4-0 9-6-� 4-10-1s 54-4 3J-12 4-80 1-2-0 6.00 F12 Bx6 3x6 = SxB C 5 33 6 7 3x4 4 1 3x6 i 4 3 2x4 \\ 2 21 m 1 7x10 = d 26 25 24 37 23 22 3x4 = 34 = 5x8 = 5x6 II x = e.Z4u 3du114 Zule mu ex 8lauslnes, Inc, lee NOV a 1a:ab:4e Caro 8x12 = 2x4 II 4x6 = Bx12 = 8 9 10 3x4 C 12 20 2xd II., 18 38 1139 16 7x10= 16 7x10 = 6x8 = 20 II 4x12 = 3.00112 Scale =1:72.8 N n 1.5x8 STP= c d 3 14 16 4x6 U-7-14 M3L8 153-0 19d-0 19,fi-0 25-0-0 27-b8 299-0 32E8321O 398-0 . ]-30 W. 4-0 5-0-0 ~24-0 F2-5-0 se-0 8-'-0 5� Plate Offsets (X Y)-- [5:0-3-0 0-2-01 [6:0-3-0 0-2-01 [13:0-2-14 Edgel [16:0-5-0 0-3-61 [18:0-6-8 Edge] [19:0-2-12 0-3-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.29 16-17 >831 240 MT20 24IV190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.3616-17 >671 180 BCLL 0.0 ' Rep Stress [nor NO WB 0.78 Horz(CT) 0.03 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 235 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except' TOP CHORD 8-11:24 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.2 *Except* 7-23: 2x6 SP M 26, 19-21,9-18: 2x6 SP No.2, 13-16: 2x4 SP M 31 WEBS WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 1=464/Mechanical, 23=2384/0-3-8, 13=1249/0-8-0 Max Horz 1=300(LC 6) Max Uplift 1=-258(LC 8). 23=-1103(LC 8), 13=-782(LC 8) Max Grav 1=682(LC 13), 23=23a4(LC 1), 13=1254(LC 18) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1154/440, 2.4=-1047/433, 4-5=-393/251, 5-6=-325/218, 6-7=-356/246, 7-8=-392/1210,8-9=-2951/1839,9-10=-2766/1732,10-11=-3163/1908,11-12=-3666/2137, 12-13-3686/2057 BOT CHORD 1-26=-270/1219, 24-26=-1101749, 23-24=-729/469, 21-23=-2372/1157, 7-21=-163a(768, 20-21=-823/1429,19-20=-804/1421,17-18=-622/1160,16-17=-1734/3368, 15-16=-1755/3340,13-15=-1731/3304 WEBS 2-26=-314/275, 4-26=-203/518,4-24=-522/351, 5-24=-251/109,7-24=403/1008, 8-21= 2472/1479,10-19=-540/369,11-16=-599/1368,12-16=-442/204,11-17=-338/293, 17-19=-1083/2051, 8-19=-915/1769 Structural wood sheathing directly applied or2-5-11 oc pudins. Rigid ceiling directly applied or4-6-0 oc bracing. Except: 5-4-0 oc bracing: 21-23 1 Row at midpt 8-21 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45tt; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water panting. 4) This truss has been designed for a 10.0 fast bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= IO.Opsf. 6) Bearings are assumed to be: , Joint 23 SYP No.2 crushing capacity of 565 psi, Joint 13 SYP No.2 crushing capacity of 565 psi. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 13 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except at=lb) 1=258, 23=1103, 13=782. Continued on page 2 Michael S. Magid PE No.53601 MiTek USA, Inc, FL Cod 6634 6904 Parke East Blvd. Tampa FL 33810 Date: November 5,2019 Q WARNING- Verlry design Pefemefenend BEAD NOTES ON THISAND/NCLUDED MITEKREFERANCEPAGEMIF7473 rev. MOUV2015 BEFORE USE. Dra gn volld for use only wlth MBek® connectors. This tleslgn Is based only upon parameters shown, and Is for an IndNldual bulltling component, not ��- a new system. Before use, the bulltling designer must verify the appllcoblllN of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing Indcated is to prevent buckling of indMduol truss web and/or chord members only. Additional temporary and permanent bracing MiTek' a alwaysrequlredforstabillyandtopreventcollapsewithpomlbiepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storoge, delivery, erecron and bracing of trusses and imss systems, WeANSVIPI l GuaW Cdhda, DS549 and SCSI Building Camponont 6904 Parke East BNtl. Sabty Infonnatbmvollobie from Truss Plate Institute, 218 N. Lee Sheet, Suite 312. Alexandria, VA 22314. Tampa, FL M610 Job Truss Truss Type Oty Ply LOT 37/1 WATERSTONE/FP T1857fi434 2020 B 3CAR BLK Al2B ROOF SPECIAL GIRDER 1 1 Job Reference o tional Builders FrstSource (Plant City, FL), Plant City, FL-33567, 8.240 a Jul 1421319 Mi I ek Intlustnes, Inc. I ue NOV 51J:U5:49 ZU19 rage 2 ID:ZMxMAZ719fwXgbOKMXcO3Uz2JY1-YVX_GTwX7sM8ZwBKxvrNgkbn9cVwSd1RERDeTuyMDkq NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 156lb down and 1841b up at 28-7-4, and 156 lb down and 184 lb up at 30-7-4, and 3791b down and 454 lb up at 32-8.0 on top chord, and 821b down at 28-7-4, and 82 lb down at 30-7-4, and 4491b down and 168 Its up at 32-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-6= 54, 6-8=-54, 8-11=-54, 11-14— 54, 23-27=20, 22-23= 20, 19-21=-20, 16-18=-20, 16-30=-20 Concentrated Loads (lb) Vert: 11— 282(F) 16=-449(F) 35=-116(F) 36— 116(F) 38=50(F) 39=-60(F) AWARNING- VerlrydeslenpammererseadBEADNOTES ONTBISANDWCLUDEDMREKBEFEBANCEPAGEMIP74]Jrev.iGNY1015BEFOBEUSE Design valid for use only with MITekls connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing Indicated is to prevent buckling oflndlvldual truss web and/or chord members only. Additional temporary and permanent bracing MOW a always required for stability and to prevent collapse with possible personal Injury and properly damage. For general gultlanceregarding the fabrication, storage, delivery, erec8on and bracing of trusses and truss systems. seeANSpIPII Quart21 Criteria. D8Bd9 and BCSI Buldhp Component 6904 Parke East Blvd. Sooty Inlarmatbanvolloble from Truss Rate Institute. 218 N. Lee Street Suite 312, Alexandria, VA 22 14. Tampa, FL 33610 Job Truss Truss Type Ory Ply LOT 3711 WATERSTONE/FP T78576435 2020_B_3CAR BLK B02B HIP 1 1 Job Reference o tional Builders RrslSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 5 13:06:51 2019 Page 1 ID:ZMxMAZ719fwXgbOKMXcO3Uz2JYl-Utfkh9ynXUapDU3Jud9g67PAZwrgkilikYnyM Dko 8-0.0 12-0-0 19-6.0 2�01 28-0-0 S-0-0 4-0.0 7-6-0 W. 2-6.8 EN Scale = 1:48.7 5x6 = 6x12 MT20HS II 3x4 = 18 19 117 Sx8 = 6.8 = 3x4 = 1D-0.0 19-4-0 19 28-0-0 10.0.0 s<-D 0- -0 8-6-0 Plate Offsets (X,Y)— (3:0-3-0,0-2-01 f5:0-2-00-2-87 (10:03-8 0-3-01, f11:0-4-0,0-3-41 LOADING (pal) SPACING- 2-0-0 CSI. DEFL. in (toe) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 420 10-11. >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 'BC 0.91 Vert(CT) -0.4010-11 >585 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress ]nor YES We 0.42 Horz(CT) 0.02 10 Na n/a BCDL 10.0 Code FBC2017/TP12014 MaMx-AS Weight: 1311b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied. Except: 4-10: 2x4 SP M 31 6-0-0 oc bracing: 8-10 WEBS 2x4 SP No.3 WEBS IRow atmidpt 3-10 REACTIONS. (lb/size) 1=573/Mechanical, 10=1504/0-3-8 Max Horz 1=-209(LC 8) Max Uplift 1= 267(LC 10). 10= 716(LC 10) Max Grav 1=666(LC 15), 10=1504(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-919/594, 2-3=-778/603, 3-4=-125/400, 4-5=-317/594, 5-6= 397/667, 6-7=-257/474 BOT CHORD 1-11= 521/904, 10-11— 175/473, 8-10=907/801, 4-8=588/559, 7-8= 387/331 WEBS 2-11=429/551, 3-11=48W747, 3-10=-909/721, 6-8=-354/388 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=5.Opst h=151t; B=45ft; L=40ft; eave=5ff; Cat. 11; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS 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 for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Bearings are assumed to be: , Joint 10 SYP No.2 crushing capacity of 565 psi. 8) Refer to girder(s) for truss to truss connections. 9).Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 1=267, 10=716. 10) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: November 5,2019 Q WARNING -Varlrydeslgnparemefersend READ NOTES ON MIS AND INCLUUEDMn£KREFERANCE PAGE MX7473m, 14/034015 BEFORE USE. Design valid for use only with Mlielde connectors. This design Is based only upon parameters shown, and Is for on Individual bullding component, not a truss system. Before use, the building designer must verify %e appllcasity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of lndIvidual truss web and/or chord members any. Additional temporary and permanent broaing MiTek' Is always requlred for stability and to prevent collapse with possible personal Injury antl property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVD9l QuntBv Cdfeda, D86419 and BCSI Building Component 69N Parke East Blvd. Safety Informallonanellable from Truss Plate Institute. 218 N. Lee Sheet, Sulfa 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oly Ply LOT 3711 WATERSTONE/FP T18576436 2020 133CAR BLK B03B HIP 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567. 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 513:06:52 2019 Page 1 ID:ZMxMAZ719fwXgbQKMXC03Uz2JYl-y4D6uVyPlnkjDNwud1 P4HNDLzpY9f DjtxPSl4DyMDkn r 56-11104}0 I 40 19-22-6-0 0 0600.-144 14-80 4-10.0 2 I fi0.0 Scale: 1/4'=1' 4x6 = 3x4 = 3z6 = 5x6 = 3 18 4 19 5 6 6.00 12 2.4 2 7 m a )v 4xt2 = 3x6 = o c m t BOTTOM CHORD OF TRUSS CANTILEVER �¢ IS DESIGNED TO SUPPORT NO WIND EXPOSURE. d 3x6 = Sxt2 = 6x8 = LOADING goat) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL, 1.25 Lumber COL. 1.25 Rep Stress [nor YES Code FBC2017/TP12014 CSI. TC 0.47 BC 0.82 WE0.76 Matri%-AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (too) Well Lid -0.16 11-14 >999 240 -0.3411-14 >673 ISO 0.02 10 We n/a PLATES GRIP MT20 244/190 Weight: 137 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 5-10: 2x6 SP M 26 6-0-0 oc bracing: 8-10 , WEBS 2x4 SP No.3 REACTIONS. (fib/size) 1=567/Mechanical, 10=151210-3-8 Max Horz 1=-168(LC 8) Max Uplift 1= 264(LC 10), 10=-719(LC 10) Max Gmv, 1=638(LC 19), 10=1512(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2_ 989/688, 2-3=-710/467,3.4=-577/481, 4-5=-267/513, 5-6= 611/910, 6-7= 319/554 BOT CHORD 1-11=650/902, 10-1 1=-180/279,8-10=-799/679, 7-8=-457/398 WEBS 2-11=410/493, 4-11=-368/548, 4-10=-853/741, 6-8=-755/674 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124ni TCDL=4.2psh BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exlerior(2) zone;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 ponding. 4) This muss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the boftom 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) Bearings are assumed to be: , Joint 10 SYP No.2 crushing capacity of 565 psi. 7) Refer to girders) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=11b) 1=264, 10=719. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6634 6984 Parke East Blvd. Tampa FL 33610 Date: November 5,2019 QWARNING.Verifydeegnp.tersend REAONOTES ON 7N/SANUMCLUDEDMR'EKREFERANCEPAGEM474M.m... 10032015 BEFORE USE. Design valid for use only with MlrekO connectors. This all Is based only upon parameters shown. and Is for an IndNldual building component, not a truss system. Before use, the bulltling deelgner must verify the applicability of design parameters and properly Incorporate this design Into the overall bulltling design. Brocing Indicated is to prevent buckling of individual truss web and/or chord members only, Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIM11 QuailryyCM�da. D58d9 and BC31 Bull Component 6904 Parke East Blvd. SaM1ty Inloena onavallabie from Truss Plate Institute, 218 N. We Street, Sulte 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply LOT 37/1 WATERSTONE/FP T18578437 2020 B_3CAR_BLK B04B HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL-33567, 8.240 s Jul 14 2019 Mil Industries, Inc. Tue Nov 513:06:55 2019 Page 1 ID:ZMxMAZ?191wXgbCiKMXcO3Uz2JYl-NtvFXW7Hbi6IHreTl9ynv?mhiZFsYBJdMgyhYyMDkk 24-0-0 I 29A0 2940 6-0-0 5.7-e G2.1 4-2-e 4-0-0 1-0-0 Scale=1:49.8 4x6 = 3z4 2x4 II 5.8 = = a 5x8 = 3><6 = 1.5xB STP= 6xB = 20a9 &2O 19-7-12 19,¢6 24-0a 27O 290U ¢zu 1¢5.12 a- 4oa I . 1,8 I 0,2b Plate Offsets (X Y)-- 11:0-0-4 Edael 15:0-6-0,0-2-8] [6:0-0-0,Edael, [6:0-1-0 0-0-21 111:0-4-0 OJ-01 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (toe) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.24 11-14 >965 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Ven(CT) -0.46 10-11 >504 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress [nor NO We 0.84 Hom(CT) 0.02 10 n1a n1a BCDL 10.0 Code FBC20177rP12014 Matrix-MSH Weight: 1301b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 'Except* 1-2: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except' 4-10: 2x4 SP No.3, 6-9: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x6 SP No.2 REACTIONS. (Ialsize) 1=712/Mechanical, 10=1100/0-8-0, 6=465/0-4-0 Max Horz 1=-146(LC 6) Max Uplift 1=-337(LC 8), 10=-746(LC 8), 6=-535(LC 8) MaxGmv 1=715(LC 13), 10=1100(LC 1), 6=469(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1056/488, 2-3=906/498, 5-6=-318/386 BOT CHORD 1-11=-360/918, 10-11=-319/709, 9-10=-534/546, 4-9=-356/33618-9=-308/245, 6-8=.300/242 WEBS 3-11=-22/336, 3-10— 846/462, 5-9= 253/348 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=5.Opsf; h=15fb B=45B; L=4011; eave=5h; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; porch Fight exposed; 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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Bearings are assumed to be: , Joint 6 SYP No.2 crushing capacity of 565 psi. 8) Refer to girders) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (t=lb) 1=337, 10=746, 6=535. 10) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 26lb down and 103 lb up at 20-0-12, and 26111 down and 103 Ib up at 21-11-4, and 44 He down and 202 lb up at 24-" on top chord, and 20 Ib down and 30 Ib up at 20-0-12, and 20 Ib down and 301b up at 21-114, and 5Ib down and 52 Ib up at 23-11-4 on bottom chord. The design(selection of such connection device(s) is the responsibility of others. 11) 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 Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Pardee East Blvd. Tampa FL 33610 Date: November 5,2019 AWARNING -yer/lydeslgnParameterserlREAONOTES ONTHISANDINCLUDED MREKREFERANCEPAGEMX74Mrev. iGTtR015BEFOREUSE. Design valid for use only with MDek® connectors. This design Is based only upon parameters shown, and Is for an IndivMuai building component, not a truss system. Before use, me building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual buss web and/or chard members only. Addltlonal temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems seeANSIMII Qual CmeM, DSB-09 and BCSI Building Component Safely NformaFbmvallable from Truss Plate Instliute, 218 N. Lee Street. Suite 31Z AIGxantlrlo. VA 22 14. MiTek' 69N Parke East Blvd. Tampa, FL 33010 Job Truss Truss Type Oty Ply LOT 3711 WATERSTONE/FP T18576437 2020 B 3CAR BLK B04B HIP GIRDER 1 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 5 13:06:55 2019 Page 2 ID:ZMxMAZ719fw%gbOKMXcO3Uz2JYl-NfvFXW 7Hbi61HreTl9ynv7rohl ZFsYBJdMgyhYyMDkk LOAD CASE(S) Standard 1) Dead +Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54,2-5=-54, 5-7=-54, 10-12=-20, 9-15=-20 Concentrated Loads (Ib) Vert: 5=-44(F) 8= 5(F) 22= 26(F) 23=-26(F) 24=-16(F) 25=-16(F) A WARNING -Ver/ry Ceslgnperamehv.,rmOHEAONOTES ON THIS AND WCLUOEOMREKHEFEHANCEPAGEM474]3rev. 10N12015 BEFORE USE. Deslgn valid for use only with MRek,B connectors. This deslgn Is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, Me bulltling designer must verify the applicability of design parameters and properly Incorporate tins deslgn Into Me overall bulltling design. Bracing lndlcoted is to prevent buckling of lndlvicuol hum web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stobOHy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and muss systems, seeANSVg II CUOI11y CdNM, DStYS9 and BCSI Building Coml0anml 6904 Parke East eNO. ml Safety infeatlemavailable mom Truss Plate Insfitute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply LOT 37/1 WATERSTONE/FP T18576438 2020_B_3CAR_BLK C1 JACK -OPEN 7 7 Job Reference (optional) Builders FiretSource (Plant City, FL), Plant City, FL-33567, 6.24U S Jut 14 201V MI I ex Industries, Inc. I ue NOV b 1J:U6ba ZU1 a Page! ID:ZMxMAZ719hvXgbOKMXcO3Uz2JYl-nTdks7wMOE9v7DgstTOSD05CO5MbCXTs00V D_yMDkj Scale = 1:7.6 LOADING (psf) SPACING- 2-" CSI. DER. in. (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Ven(LL) 0.00 5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Ved(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress ]nor YES we 0.00 Horz(CT) 0.00 4 Na n1a BCDL 10.0 Code FBC2017/TP12014 Marml Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-3/Mechaniml, 2=158/0-8-0, 4=-15/Mechanical Max Horz 2=79(LC 10) Max Uplift 3= 3(LC 1), 2— 195(LC 10), 4=-15(LC 1) Max Gmv 3=20(LC 10), 2=159(LC 15), 4=44(LC 10) FORCES. (Ila) - Matt CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip D0L--1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord 1n 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) Bearings are assumed to be: , Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3, 4 except (jt=lb) 2=195. Michael S. Magid PE No.53681 MTak USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 5,2019 Q WARNMG-Vedfydeslgnpemmetersend READNOMS ON TN/SAND/NCLUDEOURKREFERANCEPAGEMP74"mV. 1G'OYe015DEFORE USE. Design valid for use only with MlTek®connectors. lhlS tleslgn is based only upon parameters shown, end is for an Individual bullding component not �■- ■■ a truss system. Before use, the bullding designer must verify the opplloabllity of design parameters and properly Incorporate this design Into the overall bulldIng design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members any. Additloncl temporary and permanent bracing MiTek' Is always required for stablllty and to prevent collapse wlm possible personal Injury and property damage. For general gultlonce regarding the fobrlcotlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIP11 Quail CrMM, DSB49 and Ill Building Component 6904 Pane East Blvd. Safety Informationevallable from Truss Plate Institute, 218 N. lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Illy Ply LOT 3711 WATERSTONE/FP T1B576439 2020_133CAR BLK GIB JACK -OPEN 1 1 Jab Reference o Clonal Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 1 2x4 = 8.24Ua JUI 142MB MrIOKmdusures, Inc. IUBNOV b1J:Ue:b9.2Ule Pagel I D:ZMxMAZ?IgfwXgbQKMXcO3UYLJYI-FQBmN12Bfxcim5yFX71)4rO1Le7KoZGvY_eAgJyMDkg 1-1 1-4 5: Scale =1:6.9 LOADING lost) SPACING- 2-0-0 C51. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) 0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Veri -0.00 6 >999 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 3 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (I ilsize) 1=34/0-3-8, 2=19/Mechanical, 3=15/Mechanical Max Horz 1=25(LC 10) Max Uplift 1=-27(LC 10), 2=-22(LC 10), 3=-19(LC 10) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h--15N; B=45D; L=40f ; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcunent 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 1, 2, 3. Michael S. Magid PE Nc.53681 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 5,2019 QWARNWG. VerWoreslgnparemerersandREAONOTES ON MJSANDWCLUDEDMREKRE ANCEPAGEMWMmv. IN ins;BEFORE USE Design valid for use only with MRekg connectors. This design is based only upon parameters shown, and is for on individual building component, not , a buss system. Before use, the building designer must verity the cpplicablllty of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing Indicated B to budding of Individual fiuss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always readied for stability and to prevent collapse with possible personal injury and prapedy, damage. For general guidance regarding the 6904 Page East Blvd.fabrication, storage, doWery, erection and bracing of trusses and truss systems, seeANSVWII CualMByy C i DSB-69 and BCSI Bulding Component Tampa. FL 33610 Safety Informaflenovcicble from Truss Plate Institute. 218 N. Lee Street. State 31Z Alexandria, VA 2231A. Job Truss Truss Type Illy Ply LOT 3711 WATERSTONE/FP T78576440 $020_B_3CAR_BLK C1P JACK -OPEN 6 1 Jab Reference (optional) builders hrs190urCe (VIM Ully, I-L), Vlam ldty, FL- JJbb/, mii s Jun4 Lultl MI I ex industries, Inc. I us Nov a 1Sur:uu 2ui e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) Udefl Vd TCLL 20.0 Plate Grip DOL 1.25 TO 0.20 Ven(LL) 0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Ven(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 .4 n/a n/a BCDL 10.0 Code FBC2017/71`12014 Matdx-MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-3lMechanical, 2=15B/0-3-8, 4=-15/Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-6(LC 7), 2=-213(LC 10), 4_ 23(LC 15) Max Gray 3=15(LC 10), 2=158(LC 1).4=32(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale =1:7.6 PLATES GRIP MT20 244119D Weight: 5lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst h=151t; B=45ft; L=40ft; eave=5f ; Cat. II; Exto C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterici zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 psi 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for Muss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=11a) 2=213. Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cert 6834 ,6604 Parke East Blvd. Tampa FL 33010 Dale: November 5,2019 Q WARNING- Vi design perametere and READ NOTES ON THIS AND OICLUDED MREK REFERANCE PAGE M5-7N3 rev. 101132015 BEFORE USE. Design volitl for use only wlih MReM connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a uses system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building tleslgn. Bracing Indicated a to prevent bull of indMduol buss web and/or chord members only. Addlflonal temporary and permanent bracing MiTek' Is always required for stabllly and to prevent collapse witn possible personal hlury and property damage. For general guidance regarding the fobrlcaflon storage, delivery, erectlon and bracing of trusses and hiss systems. seeANSUIPII Saudi C ffi VS349 and SCSI Building Component 690a Parke East Blvd. Safely Informatbmuvaaobie from Trusts hire, ss Plate Int 218 N. Lee Street, Sulte 312 Alexotri VA 22314. Tampa, FL 33610 Job Truss Oty Ply LOT 3711 WATERSTONE/FP T18576441 3020_B_3CAR_BLK �Tnvss`rype Civ JACK -OPEN 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, B.240 s Jul 142019 MiTek Industries, Inc. Tue Nov 5 13:07:00 2019 Page 1 ID:ZM#vIAZ719kvXgbOKMXcO3UY2JYl-jciBaE30PFkeOcXR5iYyc3YnB2TJXOW 2meOjMlyMDM -1-4-0 0-11-4 1-40 0-11-4 Scale =1:7.6 Plate Offsets (X Y)— [2:0-0-15 Edge] LOADING (pst) SPACING- 2-M CSI. DEFL. in (fee) Vdefl Ud. PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Veff(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Veff(CT) 0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Hom(CT) 0.00 2 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 cc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 3=-4/Mechanical, 2=158/0-8-0, 4=-14/Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-4(LC 1), 2=-181(LC 10). 4=-14(LC 1) Max Gray, 3=15(LC 10), 2=158(LC 1), 4=35(LC 10) 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=4.2pst BCDL=5.Opsf; h=15R; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS 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) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3, 4 except Gt=lb) 2=181. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Carl 6834 6904 Parke East Blvd. Tampa FL 33610 Date: November 5,2019 ,&WARNING- Verilydesrgnpammefeoced NERD NOTES ON THIS AND INCLUDED MfTEKREFERANCEPAGEMIF7473rev.. ftelta 5BEFORE USE. Design valid for use only with MOeIdra connectors, This design Is based only upon parameters shown, and 6 for an Inc lAclual building component, not ��- a fmss system. Before use, the bultding designer must verify fine cppllcablllN of design parameters and properly Incorporate this design Into the overall bulding design Bracing Indicated Is to prevent buckling of indidual toss web aryl/or chord members only. Additional temparary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding me fabrication, storage, delivery, erection antl bracing of trusses and qua systems, a seAlisl Quality CMedo, trial and aCSI Building Component 6904 Parse East Bled. Safety InfermaNmavollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Nel,andrlo, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply LOT 3711 WATERSTONE/FP ' T16576442 2020_8_3CAR_BLK C3 JACK -OPEN 7 1 Job Reference a lional Builders FirstSource (Plant City, FL), Plant City, FL- 33567. 8.24Us Jul 142019 MI I Ok InaUstnOS.Inc. lee NOV a13:U/:Ul 2U19 Seale=1:12.7 LOADING (psQ SPACING- 2-" CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.20, Vert(ILL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Cade FBC2017/TPI2014 Matdx-MP Weight: 12 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=60/Mechanical, 2=195/0-8-0, 4=30/Mechanical Max Hum 2=132(LC 10) Max Upli%3=-62(LC 10), 2=-212(LC 10). 4=41(LC 7) Max Grav 3=65(LC 15), 2=195(LC 1).4=49(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puffins. 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=5.Opsf; h=15tt; B=45ft; L=4011; eave=5tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3." tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 100 Its uplift at joint(s) 3, 4 except 01=11s) 2=212. Michael S. Magid PE No.53681 MiTek USA Inc. FL Cott 61134 6904 Parke East Blvd. Tampa FL 33610 Date: November 5,2019 Q WARNING- Verirydesign pammefemand READ NOTES ON WISANO WCLUOEO MMTKREFERANCEPAGEMN74Tamv.. I(NDYFBISBEFORE USE. Design valid for use only with MRek® connectors. ThIs design Is based only upon parameters shown, and Is for on Individual building component, not th a truss system. Before use. e bulltling designer must verity the appllcablllty of design parameters antl properly Incorporate this tlesign Into me overall bulltling design. Bracing Indicated Is to budding indMdual truss web chord members only. Additional temporary and permanent bracing ' MiTek' prevent of and/or Is always required for sfablitiy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erectlon and bracing of trusses and truss systems, seeANM/IPII Quality Criteria. DSB-09 and BCSI Building Component Tampa, FL 33610 Safety lnfoenatbnovalloble from Truss Plate Institute, 218 N, Lee Street Suite 312. Alexandria, VA 22314. Job Truss Truss Type Oty Ply LOT 37/1 WATERSTONE/FP T78576443 2020_B_3CAR_BLK C3B JACK -OPEN 1 1 Job Reference (optional) bullaere rna bource (riam lAy, 1-1-1, Ylam urry, rL-JJab1, 20 = 2-11.4 0.49u a Jm w Lu IV rvn r erc mousmes, Inc. r ue rvav a 1J.ar:uZ zu IV rage I I D:ZMxMAZ?I9fw%gbOKM%c03UY2JYl-g7qu7w4gn?ldwhpC7a0hUd8hr617wOLEytgReyMDkd 3 Scale: LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Ven(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 3-6 >999 180 BCLL 0.0 ' Rep Stress lncr YES We 0.00 Hom(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 9lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 Ste No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (IWsize) 1=106/Mechanical, 2=67/Mechanical, 3=39/Mechanical Max Harz 1=77(LC 10) Max Uplift 1= 30(LC 10), 2=-65(LC 10), 3=-6(LC 10) Max Gray 1=110(LC 15), 2=80(LC 15), 3=51(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=4.2psY BCDL=5.Opsh h=15ft; B=45ft; L=401t; eave=5ft; Cat. II; Exp C; Encl., GCpj=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS 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-M wide will fit between the bottom chord and any other members. 4) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi, Joint 3 SYP No.2 crushing capacity of 565 psi. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 2, 3. Michael S. Magid PE No.53601 MTek USA, Inc. FL Celt 6834 6904 Parke East Blvd. Tampa FL 33610 Data: November 5,2019 OWARNING- Verpy deelgnpaamefercaSIREAD NOTES ON TNISAND INCLUDED MITEKREFERANCEPAGEMIL7473rel, 1,1=015 BEFONEUSE Design valid for use only with Mgekg connectors. fits design Is based only upon parameters shown, and Is for an IndNldual building component not ��- a hum system. Before use, ire building designer must verify the applicability, of design parameters and properly Incorporate MIs design Into the overall bulltling design. Bracing indicated 6 to prevent buckling of Individual hum web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible pawnor Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and hum systems, seeANSiRPII Quail Cdfedo, OSB49 and BCSI Building Component 6904 Parke East BNd. Safety Infonnatbfpvolloble from Truss Plate Institute, 218 N. Lee Street Sulta 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply LOT 37/1 WATERSTONE/FP T18576444 2020_B_3CAR_BLK C3C JACK -OPEN 1 1 Job Reference (optional) Builders FirstSouroe (Plant City, FL), Plant City, FL- 33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 5 13:07:03 2019 Page 1 ID:ZMxMAZ719fwXgbCiKMXaO3Uz2JYl-BBOHCG5JiA79F3FOmr5fEhAGAFOrANGVT=Nz4yMDkc 411 2-11-4 1-4.0 l 2-11-4 Scale-1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Ven(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Ven(CT) -0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matdx-MP Weight: 121b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=14/Mechanical, 4=-57/Mechanical, 5=328/O-4-0 Max Horz 5=132(LC 10) Max Uplift 3=-30(LC 7), 4= 71(LC 15). 5=357(LC 10) Max Gray 3=28(LC 15), 4=59(LC 10). 5=325(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -Aft forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psY BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed; parch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber COL=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) Bearings are assumed to be: Joint 5 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3, 4 except (jt=lb) 5=357. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Ced 8634 6804 Parke East Blvd. Tampa FL 3381D Date: November 5,2019 ,&WARNING - VedlVdesrgnpcnmetersand READ NOTES ON TN/SANDINCLUDEDM1fEKREFENANCEPAGEMl74mare 169129156EFORE USE Design valid for use only with MGeM connectors. This deign Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building Designer must verify the applicability of design parameters and properly Incorporate this design Into the overall butchgdeslgn. Bracing Indicated tstobuckling oflndNldualtruss web candler chordmembersohiy. Motional temporary and bracing M!Tek* prevent permanent ei always required for stability and to prevent collapse with possible personal Injury end property damage. For general guidance regarding me fobrlcaflon, storage, delivery, erection and bracing of trusses and truss systems, seemSVIP11 GualNNyy Cmedo, D30419 and ConsignmentCSI Building Col 6904 PeMe East BNtl. Tampa, FL 33610 Safety Infomsolbna olloble from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Job Truss Truss Type Oly. Ply LOT 37/1 WATERSTONE/FP TiB576445 2020_B_3CAR_BLK C3P JACK -OPEN 5 1 I Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 513:07:03 2019 Page 1 ID:ZMxMAZ719fwXgbOKM%cO3UY2JYl-BBOHC(a5JiA79F3FOmr5fEhAIRFSW kNGVTccNz4yMDkc Scale=1:12.7 2-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Ved(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Ven(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Hom(CT) -0.00 3 n/a rVa BCDL 10.0 Code FBC2017/rP12014 Matdx-MP Weight: 121b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directtyapplied or 2-11-4 0o pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=59/Mechaniml, 2=195/0-4-0, 4=30/Mechanical Max Hom 2=132(LC 10) Max Uplift 3=62(LC 10), 2=-212(LC 10). 4=-41(LC 7) Max Gmv 3=65(LC 15), 2=195(LC 1), 4--49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -Aft farces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15tt; B=45tt; L=40f ; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. - 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ile uplift at joint(s) 3, 4 except (jt=1b) 2=212. Michaol S. Magid PE No.53681 MiTek USA, Inc FL Cert 6634 6804 Parka East Blvd. Tampa FL 33810 Date: November 5,2019 ,&WANNWG-Velifydsegnpmamtf..JNEADNOMS ON THIS AND WCLVDEDMDEKBEFEMNCE PAGE M*74raray. micauzOISBEPONE USE. Design valid for use only with MBekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a muss system. Before use, the bulltling designer must verify the applicabllity of design parameters and property Incorporate this design Into the overall bulldingdesign. Bracing Indicated isto prevent buckling oflntlMdual tnasweb and/or chord membersonly. Additional temporary and permanent bracing MiTek' Is always required for stobllily, and to prevent collapse with possible personal Injury and properlydamage. For general guidance regarding the fabrication, storage, tlelivery, erection and bracing of trusses and truss systems seeANBt/IPII Cual21 Calorie. DSB49 and BC51 Building Component 69N Parka East Blvd. en Safety Infoallonovoilabie from Truss Plate Institute, 218 N. Leo Street, Suite 312, Alexandria, VA 22 14. Tampa, FL 33610 Jab Truss Truss Type Illy Ply LOT 3711 WATERSTONE/FP T18576446 �020 B 3CAR_BLK C3V JACK -OPEN 6 1 Job Reference (optional) Builders RrstSource (Plam City, FL), Plant City, FL- 33567, 6.24U a JUI 142U1 a Na l ex lnouslnee,Inc. IUe NOV a1J:ULU4 ZU I Scale=1:12.7 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 Na n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 12lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=60/Mechanical, 2=195/0-8-0, 4=29/Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-57(LC 10). 2=149(LC 10) Max Grav 3=74(LC 15). 2=196(LC 15), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15N; B=4511; L=40ft; eave=5ft; Cat. II; Exia C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extericl zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi 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 chordin 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) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Beading at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except 01=11b) 2=149. Michael S. Magid PE No.53681 III USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 5,2019 Q WARNING - Verify deargn panmelere and READ NOTES ON MIS AND INCLUDED MMEKAEFERANCE PAGE MIF747J nW.. m/a9/2015 BEFORE USE. Design valid for use only with MRe4g connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, the bulltling designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bulltling deago. Bracing Indicated b to prevent bucking of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidcnce regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, seeANSUTPII GualBy Criteria, DSB-89 and ICSI Building Compon�nl 6904 Palle East Blvd. Safely Informational from Truss Plate Institute, 218 N. Lee Smoot, Sulfa 312, Alexontlrlo, VA 22J14. Tampa, FL 33610 Job Thus Thus Type Qty Ply LOT 3711 WATERSTONE/FP T78576447 P020_B_3CAR_B1_K C5 JACK -OPEN 6 1 Job Reference (optional) Builders RrstSource (Plain City, FL), Plant City, FL-33567, 8.240 s Jul 142019 MiTek Indusltles, Inc. I ue Nov 513:U7:U5 2019 Page 1 ID:ZMxMAZ719fwXgbQKMxcO3Uz2JYl-4aV1 dx6ZEnNtUNPOIGB7J6Fbn36ACGmoww5UlzyMDike -1-4-0 4-11.4 1-4-0 4-11-4 Scale = 1:17.6 3x4 = 4-11-4 Plate Offsets (X Y)-- f2:0-1-0 0-0-21 LOADING (psQ SPACING- 2-0-0 CSI, DEFL in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 _ Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.31 Vert(CT) -0.05 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 181to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (Ib/size) 3=114/Mechanical, 2-262/0-8-0, 4=57/Mechanical Max Herz 2=185(LC 10) Max Uplift 3=-108(LC 10), 2=-167(LC 10) Max Grav 3=136(LC 15), 2=267(LC 15), 4=86(LC 3) FORCES. (lb) -Max. CompJMac Ten. -Aft forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.OpsY h=15N; B=45ft; L=40tt; eave=5tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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) Bearings are assumed to be: , Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except at=1b) 3=108, 2=167. 7) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Michael S. Magid PE No.53661 MI USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 5,2019 QWARNING.Vedydeslgnperemerereend READNOIESONTNISAND INCLUDED MITEKNEFENANCEPAGEM&MM.v. fdD.1I2015BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown. and Is for an Individual bulldog component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is buckling Individual truss Additional temporary antl bracing 1s M1Tek' to prevent of web and/or chord members only permanent h always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the East Bhd. Park East p Component fabrication, storage, delivery, erection and bracing of trusses and tnus s. systemweANSIrrm Guouly CMedo, D38-09 and IICSI Building e Tampa, Safety mformatlarrovollabie from Truss Plate Institute. 216 N. Lee Street, Suite 312, Alexondrlo, VA 22314. P ,33610 Job Truss Truss Type Illy Ply LOT 3711 WATERSTONE/FP T1B576448 M20 B 3CAFI__BLK C5A JACK -OPEN 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 5 13:07:06 2019 Page 1 ID:ZMxMAZ?19fwXgbOKMXcO3Uz2JYl-Ym3PrH7B74Vk6X_bRzfMsKol7SRP4?x9ar1 aPyMDkZ Scale=1:16.9 3x4 = LOADING (ps' SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Ve I LL) 0.04 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Ven(CT) -0.04 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hoa(CT) -0.01 2 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 15 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 1=167/0-8-0, 2=112/Mechanical, 3=55/Mechanical Max Hoa 1=121(LC 10) Max Uplift 1=-43(LC 10). 2=-115(LC 10), 3=-1(LC 10) Max Grave 1=171(LC 15). 2=134(LC 15), 3=82(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=6.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exte6or(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearings are assumed to be: Joint 3 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at Joint(s) 1, 3 except (1=11a) 2=115. 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. Michael S. Magid PE No.53661 MiTek USA Inc. FL Cart 6334 6904 Parke East Blvd. Tampa FL 33010 Data: November 5,2019 AWARNING- VedlydeslgnparemelemandMI)NOTE50NTiMMDWCLUDEDM?KNEFENANCEPAGER674M.re.10A12015DEFONEUSE Design valid for use only with MnekV connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability, of tleslgn parameters and properly Incorporate this design Into the overall bulldIng design. Bracing Indicoled 6 to prevent bucking of IndMduol mass web and/or chord members only. Motional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and fuss systems, weANSVTPI1 QUCIMy Criteria, DSB49 and BCSI leading Component Safety Infamationavolable from Truss Plate Instfute, 218 N. We Sheet Suite 312. Alexandria, VA22314, 6904 Pa*9 East Blvd. Temp., FL 33610 Job Truss Truss Type Oty Ply LOT 3711 WATERSTONE/FP T78576449 2020_13_3CAR_BLK C50 JACK -OPEN 1 1 Job Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL-33567, ADEQUATE SUPPORT REQUIRED 471-4-4 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 513:07:06 2019 Page 1 I D:ZMXMAZ?19fwxgbOKMxcO3Uz2JY1-Ym3PrH7B?4Vk6)(_bRzfMsKolpSO14?x9ar1 aPyMDkZ Scale = 1:16.9 LOADING fast) SPACING- 2-0-0 CSI. DEFL in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOIL 1.25 TC 0.45 Vert(LL) 0.06 3-6 >968 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.05 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 Na Na BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 16lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 1=180/Mechanical, 2=119/Mechanical, 3=62/Mechanical Max Hoa 1=131(LC 10) Max Uplift 1=-52(LC 10), 2=-117(LC 10), 3=3(LC 10) Max Grav 1=166(LC 15), 2=141(LC 15), 3=87(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=4.2pst BCDL=5.Opst h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MW FRSfor reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This tress has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This tress has been designed for a live load of 20.1 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) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi, Joint 3 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for tress to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ito uplift at joint(s) 1, 3 except (jt=lb) 2=117. 7) This truss design requires that a minimum of 7/16• structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Michael S. Magid PE No.53681 MiTek USA Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 5,2019 AWARNING -VerlydeelgnPnremerenandREAONOTE50NTNISANOINCLUDED MrrEKREFENANCEPAGEM&74TJmv.1hDV1015SEFOREUSE. Design valid for use only with MTek& connectors. This design Is based only upon parameters shown are Is for on Indlvlducl building component, not a truss system. Before use, the building designer must verity the opplacbalty of design parameters and properly Incorporate this design Into the overall bulldIngdeslgn. Bracing Indicated is to prevent buckling ofIndividual hussweb and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stablllty and to prevent collapse with possible personal lNury and property damage. For general guidance regarding the fabriwllon.storage. delivery, erection and bracing of busses antl hues fb system& soeANsirmn Qually Cfke, DSM9 antl SCSI Building ding Component EastB 6904 Parke East BNd. Safety Information a0able from TN Plate institute, 218 N. Lee Sheet Suite 312. Alexandria. VA 22314.33610 Tampa,rk Job Truss Truss Type City Ply LOT 37/1 WATERSTONE/FP T78576450 2020_B_3CAR_BLK C5P JACK -OPEN 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL-33567, 8.24U s Jul 14 2019 MI I eK industries, Inc. 1 Up NOV 513:U7:uz 2u19 Page 1 ID:ZM)MAZ?19fwXgbOKMXcO3Uz2JYl-Oydn2d8pmOdbjhZn?gAbOXLul slmgAF4N Eab6ryMDkY Scale =1:17.6 Plate Offsets (X Y)— 12:Edge 0-0-41 LOADING (psf) SPACING, 2-0-0 CSI. DEFL. in (Joe) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Ven(LL) 0.11 4-7 >514 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Ven(CT) 0.10 4-7 >589 180 BOLL 0.0 Rep Stress Incr YES W B 0.00 Hoa(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 181b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=262/0-4-0, 4=57/Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-124(LC 10), 2=-261(LC 10), 4=-73(LC 10) Max Grav 3=124(LC 15), 2=262(LC 1), 4=86(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All fames 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsf; h=15ft; B=45ft; L=40tt; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; pomh 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 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 2-0-0 Vida will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100111 uplift at Joint(s) 4 except Gt=lb) 3=124, 2=261. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: November 5,2019 QWARN/NG-Verrrydesl5nparamehveadm:ADNOTES ON MXANDWCLUDEDMDEKREFERANCEPAGEU67473.v. 1447e/I015BEFOREUSE Design valid for use only with MBelc® connectors. This all Is based only upon parameters shown. and Is for on Individual bullding component not ��- a truss system. Before use, the belloing designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling hall fans web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent of Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of tru ses and truss systems weANSVTPl1 QuoBBstyy Cdfeda, DSB49 and SCSI Building Component 69M Parke East Blvd. Safety Informatbrgvollable from Truss Plate Institute. 218 N. Lee Sheet Suite 312, Amoral la. VA 22314. Tampa, FL U610 Job Truss Truss Type Cry Ply LOT 37/1 WATERSTONE/FP - T18576451 1020_B_3CAR_BLK C5V JACK -OPEN 6 1 Job Reference (optioned) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Jul 14 2019 MI I eK Industries, Inc. I Us NOV 5 13:U7:U6 2019 Page 1 ID:ZMxMAZ719fwXgbOKMXcO3Ur2JYl-U9BAFz9 W GISLr8zZOhgdt5YG61PdVEcuKBelyMDkX Scale = 1:17.6 Plate Offsets (X Y)-- (2:0-0-15 Edgel LOADING (psQ SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Ved(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 ,BC 0.35 Vert(CT) - -0.05 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 HoFt(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 18 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=115/Mechanical, 2=262/0-8-0, 4=56/Mechanical Max Hoe 2=185(LC 10) Max Uplift 3=-113(LC 10), 2=-161(LC 10) .Max Gmv 3=138(LC 15), 2=265(LC 15), 4=86(LC 3) FORCES. (lb) -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=42psf; BCDL=5.Opsf; h=15ft; B=451t; L=40ft; eave=5ft; Cat. II; Exto C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother 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) Bearings are assumed to be: Joint 2 SYP No2 crushing capacity of 565 psi, Joint 4 SYP No2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at Joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of beading surface. 7) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 Be uplift at Joint(s) except 01=I1b) 3=113, 2=161. 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. Michael S. Magid PE No.53681 ll USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33810 Date: November 5,2019 Q WARNWG- Ver/lydeslgnperamefedierd RaDNOFESONTNISANDWCLUOEDM KREFERANCEPAGEMLL7MMK 1hA12015BEFOREUSE Design valid for use only with MTek>D connectors. This design Is based only upon parameters shown, and Is for on Individual bulding component, not a truss system. Before use. the bdIdIng designer must verify the appllca elllty of de5lgn parameters and properly hcorporate thls deslgn Into the overall building design. Brachg indicated Is to prevent buciding of hdividuol buss web and/or chord members only. Additional temporary and permanent bracng MiTek' Is always required for stablllN end to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, weANSVIP11 Quality Criteria, DS549 and SCSI Building Component 69N Parka East Blvd. Safety Infoenationr vaaobte from Trust pate Institute, 218 N. We Street Suite 31Z Alexandria, VA 22314. Tampa. FL 33610 Job russ I ruse I ype Uy Ply LOT 1111 WATERSTONE/FP T1B5T6452 2020 B 3CAR BLK 002B HIP GIRDER 1 1 Job Reference factional) Bustlers FlrstSou", Plant City, FL 33563 tS 4" s ua ze ems mu ex mammes, mc. me nov o r o:a4:a eu 1 ra 86 ID:ZM#v1AZ?19fwXgbOKMXcO3Uz2JYl-9glOj8UuYCmVrcSFxFMSeuumKZ2N7J7twy4C3yM b 7-0-0 13-0-0 19-7-12 7-0-0 6-0-0 6-7-12 Sx8 = 14 4x6 = Scale=1:33.3 3x6 = 2x4 II 46 = 3x4 = 5x6 = 1.5x8 STP= LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.99 BC 0.84 W B 0.26 Matrix-MSH DEFL. in Vert(LL) 0.16 Vert(CT) -0.20 HOrz(CT) 0.07 (too) Udell Ud 5-7 >999 240 5-7 >999 180 4 n/a Na PLATES GRIP MT20 244/190 Weight: 81 lb FT =20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 3-4: 2x4 SP No2 BOT CHORD Rigid ceiling directly applied or 4-11-14 ac bracing. BOT CHORD 2x4 SP No.1 *Except* 1-6: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 1=1382/Mechanical, 4=1451/0-3-12 Max Horz 1=-141(LC6) Max Uplift 1=-789(1_13 8), 4=-856(LC 8) FORCES. (go) - Max Comp✓Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2631/1531, 2-14=-2316/1500, 14-15- 2316/1500, 3-15=-2316/1500, 3-4=-2645/1601 BOT CHORD 1-7=-1269/2287, 7-16=-1275/2312, 6-16=-1275/2312, 6-17=-1275/2312, 5-17=1275/2312, 4-5=-1318/2295 WEBS 2-7= 150/677,2-5=-305/139, 3-5=-85/637 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=4.2pst; BCDL=5.Opsf; h=15ft; B=45tt; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 7891b uplift at joint 1 and 856 lb uplift at joint 4. 8) Hanger(s) or other connection device(s)'shall be provided sufficient to support concentrated load(s) 90 Ib down and 1661b up at 7-". 90 Ito down and 166 Ito up at 9-0-12, and 90 lb down and 166 It, up at 10-11-4, and 236 lb down and 415 Ito up at 13-0-0 on top Michael S. Magid PE No.53681 chord, and 3971b down and 226 lb up at 7-0-0, 65 lb down at 9-0-12, and 65111 down at 10-11-4, and 3971b down and 226 lb up at MiTek USA, Inc. FL Cad 6634 12-11-4 on bottom chord. The deslgntselection of such connection device(s) Is the responsibility of others. 6904 Parke East Blvd. Tampa FL 33610 9) In the LOAD CASE(S) section, loads applied to the face of the trussare noted as front (F) or back (B). Date: LOAD CASE(S) Standard November 5,2019 Q IVARNWG- VedrydssrsA w%metersee✓READNOTES ON THSAND INCLUDED MREKREFENANOEPAGEMR7473rev. 10,1032015e15FOREUSE Design valid for use only with MRek® connectors, This design Is based only upon parameters shown, and Is for an individual building component, not ��- a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling Individual taus web only. Additional temporary antl permanent bracing MiTek' prevent of and/or chord members Is always required for stabllity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobrical storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPI1 Oualk6yy Cristo, DSS-09 and SCSI auldbp Component 69N Parke East Blvd. Safety InfcrmaNanav A le from Truss Rate InstllNe, 218 N. Lee Sheet Suite 312. Alexontlrl0. VA 22314. Tampa, FL 33610 T18576452 LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plp Vert: 1-2=-54, 2-3=-54, 3-4=-54, 8-11=-20 Concentrated Loads (lb) Vert: 2=-90(F) 3=-236(F) 7=-397(F) 5=-397(F) 14=-90(F) 15=-90(F) 16=-39(F) 17=39(F) Q WARNING -Vedlydealgnparamefearand READNOM ON MIS AND WCLUDEDMAEKREFIERANCEPAGEM6747Jrev. 1Da32alSBEFORE USE Design valid for use only with MII connectors. This design Is based only upon parameters shown and Is for an Individual building component, not a truss system. Before use, me building designer must verity the applicability of tleslgn parameters and properly Incorporate this design Into the overall butting design. Bracing Indicated Is to prevent bucMng of IndNiduol tnssweb and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stablilty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSV1PII Q,,IBy CIII DSB-69 and BCSI Building Component 6904 Pe East Blvd. 14. Safety Informationavallable from Truss Rate Instill 216 N. Lee Street, Suite 312, Alexandria, VA 223n Trans..Temp.FL 33610 Job Truss Thus Type Oty Ply LOT 37/1 WATERSTONE/FP T18576453 2020_B_3CAR_BLK E4 JACK -OPEN 3 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant Gity, FL - 33567. 624U a Jul 1421.11 a MI I eK lnaualnes, Inc. Sue may a IJ:ul: IU 26 Iu rage I ID:ZMxMAZ719fwXgbOKMXcO3UYLJYI-RXJwgfAi3J49a81 Mgpjl W zSn4pYtX7X4CpFjAyMDkV Scale=1:15.3 LOADING (psQ SPACING- 2-0-0 CSI. OEFL in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.05 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) 0.04 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 15 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. gb/size) 3=89/Mechanical, 2=230/0-4-0, 4=45/Mechanical Max Horz 2=160(LC 10) Max Uplift 3=-95(LC 10), 2=-237(LC 10), 4=-58(LC 7) Max Gmv 3=97(LC 15). 2=230(LC 1). 4=613) FORCES. gb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vull=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45tt; L=4011t; eave=5lb Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; porch left exposed;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi 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) Bearings are assumed to be: Joint 2 SYP Nei crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3, 4 except 011=11b) 2=237. 7) This truss design requires that a minimum of 7/1 G" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cad 6034 6004 Parke East Blvd. Tampa FL 33610 Date: November 5,2019 READNOIES ON TNISANOPSLUDEDMI KREFENANCEPAGEMA74YJrev. 111,03TVISa£FOREUSE ,OWARNING-Vdlirydeegnpenmete..d Design valid for use only Win Mirek(R) correction. IDls desicn Is based only upon parameters shown, and Is for an Individual building component. not ��- a hum system. Before use, the building designer must verity the appllcobnny of design parameters and papery Incorporate this design Into the overbill bundling design. Bracing Indicated is to prevent buckling of lndNlduol buss web and/or chord members only, AddrIchal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance recording the fabrication, storage, delivery, erection and bracing of trusses and truss systems, meANSfyRt1 Qui Cdfi DSB49 and SCSI Building Component 69W Parke East Blvd. Sformationovoloble from Truss Plate Institute, 218 N. Lee Street Sulfa 312. Alexandria, VA 22314, Sim Tampa, FL 33610 Job Truss Truss Type City Ply LOT3711 WATERSTONFJFP T18576454 2020_B 3CAR BLK E7 JACK -OPEN 8 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Jul 142019 MiTek Industries, Inc. Tue Nov 5 13:07:10 2019 Page 1 ID:ZMxMAZ?I9fwXgbOKMXcO3UYLJYI-RXJwgfAi3J?9a81Mgpj109z1g4jltX?X4CpFjAyMDkV Scale = 1:22.6 7-" Plate Offsets (X Y)-- 12:0-2-10 0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Ven(LL) 0.18 4-7 >471 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.20 4-7 >418 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 1 n/a BCDL 10.0 Code FBC2017/TP12014 Matri%-AS Weight: 241to FF 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=169/Mechanical, 2=33610-8-0, 4=81/Mechanical Max Horz 2=241(LC 10) Max Uplift 3= 164(LC 10), 2=-184(LC 10) Max Gray, 3=201(LC 15), 2=343(LC 15), 4=122(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ff; B=45ft; L=40tt; eave=5ft; Cat. II; Exp C; Encl., GCpI=0.18; MWFRS (directional) and C-CExterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chard 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-" wide will fit between the bottom chord and any other members. 4) Bearings are assumed to be: , Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 3=164, 2=184. 7) This truss design requires that a minimum of 7/16" stmmuml wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrack be applied directly to the bottom chord. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: November 5,2019 O WARNRIG- Ved/ydesignparzmerersend READNOTES ON TNISANDINCLUDEDMfrEKREFERANCEPAGEMb74mmin let14201gauOREOSE. Design valid for use only with Mge10 connectors. This tlesign Is based only upon parameters shown, and Is for an Individual bulltling component, not ��- a hum system. Before use, the building designer must verity the applicability of design parameters and property Incorporate thb design Into me overall building design, Bracing Indicated is to buckling of Individual hum web and/or chord members only.. Additional temporary and permanent bracing MiTek' prevent Is always requtred for stabllity, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the p Component fabecafion. storage, delivery, erection and bracing of musses antl hum systems, seeANSVIPl1 QualityCdbdu, DS5-89 and BCSI Building Safety tnlormoliond aYabie from Truss Plate Institute. 218 N. Lee Sheet. Suite 312, Alexandria VA 22314.33610 B e East Park East Blvd. Tampa, Parke Job Truss Oty Ply LOT 3711 WATERSTONE/FP T1B576455 2020_B_3CAR_BLK E7P �Truss`Typa JACK -OPEN 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Jul 142019 MiTek Industries, Inc. Tue Nov 5 13:07:112019 Page 1 ID:ZMxMAZ719twXgbOKMXcO3Uz2JYI-vktlu7BKgd7CCltYEWFXZNVbKT71 c FgIsYoFcyMDkU -1-4-0 7-0.0 1-4-0 I 7-0-0 Scale = 1:22.6 To o LOADING (psG SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Ven(LL) 0.34 4-7 >242 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Ven(CT) b.30 4-7 >278 180 - BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 241b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SIP M 31 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=168/Mechaniml, 2=336/0-4-0, 4=82/Mechanical Max Holz 2=241(LC 10) Max Uplift 3=-184(LC 10), 2=-318(LC 10), 4=-107(LC 10) Max Grav 3=184(LC 15), 2=336(LC 1), 4=123(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Gt=lb) 3=184, 2=318, 4=107. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Ced 6834 6904 Parke East ENd. Tampa FL 33810 Date: November 5,2019 AWABNING-VedrydeslgnParzmetee.dBEAONOTES ON TNLSANU/NCLUDED MIIEKBEFEBANCEPAGEM1A7V3rev. 10,11XTI1015BEPOBEUSE Design valid for use only with Mnelars connectors, This design Is based only upon parameters shown, and Is for an Individual building component, not a buss system. Before use, the building designer most verify Me applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing indicated h to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with posUble personal Injury and property damage. For general guldance regarding the PaMa East Blvd.SafetyNlormallonbvallable fobricollon. storage, delivery, erection and bracing of trusses and teas systems. seeAN3UR11 CuoBp11yy CmrrM, DS6d9 aria SCSI Building Component Tampa, FL 33610 tram Truss Plate Institute, 218 N. Lea Sheet 6u119 312, Alexandria. VA 22314, Job Truss Truss Type Cly Ply LOT3711 WATERSTONE/FP T18576456 2020 B 3CABBLK E7V JACK -OPEN 17 1 I Job Reference (Optional) Builders RrsiSource (Plant City, FL), Plant City, FL - 33567, 3x4 8.240 a Jul 14 2019 MiTek Industries, Inc. Tue Nov 5 13:07:12 2019 Page 1 ID:ZMxMAZ?19NvXgbOKMXCO3Uz2JYl-NwOg5KCybwFtgSRkoEmm5a21MtOULRUgXWIMn3yMDkT Scale=1:22.6 Plate Offsets (X Y)-- [2:0-2-7 0-0-e] LOADING (psi) SPACING- 2-0-0 CSI. DEFL In (too) Vdefl Vd PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.96 _ Ved(LL) 0.19 4-7 >440 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Ved(CT) -0.21 4-7 >406 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(CT) -0.03 3 Na n/a BCDL 10.0 Code FBC2017/TP12014. Matrix -AS Weight: 25 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=170/Mechanical, 2=336/0-8-0, 4=80/Mechanical Max Ho¢ 2=241(LC 10) Max Uplift 3=-168(LC 10). 2=-179(LC 10) Max Gmv 3=204(LC 15), 2=341(LC 15), 4=122(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=4.2pst BCDL=S.Opsf; h=15it B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verily capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except gt=lb) 3=168, 2=179. 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. Michael S. Magid PE No.53681 MTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: November 5,2019 Job Truss Truss Type City Ply LOT3711 WATEFISTONE/FP ' T16576457 2020_13_3CAR_BLK H4 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567. 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 513:07:13 2019 Page 1 ID:ZMxMAZ?I9fwXgbOKMXcO3Uz2JYl-r6_3JgDaM ENkRcOxLxH?eobJHtZ4ukmAl vKVyMDkS -1-11-10 3.0-13 5-7-14 1.10.10 3.0-13 2-7-1 LOADING (psQ SPACING- 2-0-0 CSI. DEFL, in (too) Vdefl. L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.05 4-7 >999 240 TOOL 7.0 Lumber DOL 1.25 BC 0.15 Ved(CT) 0.05 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (Ib/size) 3=55/Mechaniml, 2=158/0-6-7, 4=16/Mechanical Max Horz 2=161(LC 8) Max Uplift 3=-80(LC 5), 2=-194(LC 8). 4=-58(LC 6) Max Grav 3d5(LC 1), 2=158(LC 1), 4=42(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All farces 250 (Ib) or less except when shown. Scale = 1:15.1 PLATES GRIP MT20 244/190 Weight: 20 lb FT=20% Structural Wood sheathing directly applied or 5-7.14 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psi; BCDLd.Opsf; h=15tt; B=45D; L=40tt; eave=5N; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 psf 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 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 1001to uplift at joint(s) 3, 4 except Qt=lb) 2=194. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 75 lb up at 1-5-12. 60 lb down and 75 Ib up at 1-5-12, and 24 Ib down and 80 lb up at 4-3.11, and 3 Its down and 100 Us up at 4-3-11 on top chord, and 41 lb down and 48 Ito up at 1-5-12, 41 lb down and 48 lb up at 1-5-12, and 9lb down and 421b up at 4-3-11, and 5 to down and 13 Ile up at 4-3-11 on bottom chord. The designtselecbon 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 (pIQ Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=150(F=75, 8=75) 9=59(F=39, B=20) 10=51(F=26, B=26) 11=28(F=26, B=2) Michael S. Magid PE No.53681 MiTek USA, Inc. FL Card 6634 6904 Padre East BNB Tampa FL 33610 Date: November 5,2019 ®WARNWG-Verlrxdeslgnparametemand REAO NOTES ON MIS AND/NCLUDWMIFEKNEFENANCEPAGEMR7473m, la DIS BEFORE USE Design valid for use only with M[MM connectors. IDb design Is based only upon parameters shown, and Is for an Individual building component, not �� a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into Me overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeAN5fy1Pi1 QUOT Cdtardo, DSB49 and SCSI Bull Component 69N Parka East Blvd. SefoM Infomrallonavolloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexontlrlo. VA 22 14. Tampa, FL 33610 Job Truss Truss Type Cry Ply LOT 37/1 WATERSTONE/FP ' T78576458 1020_B 3CAR_BLK H7 Diagonal Hip Girder 4 1 Job Reference o tional Builders FirstSouroe (Plant City, FL), Plant City, FL- 33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 5 13:07:14 2019 Page 1 ID:ZMxMAZ719fwXgbOKMXcO3Ur2JYl-JJYRWODC6YVb3mb7vfoEA776lh6XpHW 6_gnSsxyMDkR -0-00.10 5-9-5 9.10-13 1-10-10 5-9-5 ~ 4-1-7 Scale = 1:22.1 Plate Offsets (X Y)- 12:0-2d 0 0-0-21 12:0-1-51-2-61 LOADING (psi) SPACING- 2-0-0 CSf. DEFL. in (Ioc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.07 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.07 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WE 0.29 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MSH Weight: 43 lb FT=20% LUMBER - TOP CHORD 20 SP No.2 GOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Lett: 2x4 SP No.3 REACTIONS. (Ib/size) 4=216/Mechanical, 2=341/GA-0, 5=416/MechanimI Max Horz 2=291(LC 8) Max Uplift 4=-224(LC 8), 2- 306(LC 8), 5=-216(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-719/342 BOT CHORD 2-7=-519/657, 6-7= 519/657 WEBS 3-7=181321, 3-6=-752/595 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied orb-0-1 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15111; B=451t; L=40f ; eave=5ft; Cat. II; Exp C; Encl., GCp1=0.18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurni 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) Bearings are assumed to be: , Joint 5 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at Joint(s) except at=lb) 4=224, 2=306, 5=216. 7) Hangeds) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3lb down and 57 lb up at 1-5-12, 31b down and 57 lb up at 1-5-12, 3 Ito down and 901b up at 4-3-11, 3lb down and 90 Ib up at 4-3-11, and 24 lb down and 1401b up at 7-1-10, and 24 Ib down and 140 lb up at 7-1-10 on top chord, and 6Ib up at 1-5-12, 6lb up at 1-5-12, 4 Ito down and 47 Ito up at 4-3-11, 4 to down and 47 lb up at 4-3-11, and 18lb down at 7-1-10, and 18 lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54 Concentrated Loads (Ib) Vert: 9=115(F=57, B=57) 12=48(F=-24, B=-24) 13=-7(F=-4, B=-4) 14=-30(F=15, B=-15) Continued on page 2 Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6034 6904 Parke East Blvd. Tampa FL 33610 Date: November 5,2019 O WANNNG-Ver/fydeslgeperememreendRE DNOTES ON MSAND/NCLUOEOMREKNEFENANCEPAGEMU74mmre 1dAa2015aEFONE USE Design valid for use only with Meek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a him system. Before use. the bulltling designer must verify the applicability of design parameters and properly Incorporate the design Into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with posUbie personal Injury and property damage. For general guidance regarding me 69a4 Parka East BNtl. fabecotion, storage, delivery, erection and bracing of trusses and truss systems. seeANSURII Quality CAeda, DSB49 and SCSI Building Component e Tampa. FL 33810 Temeet, Safety Informalknavollobie from Truss Plate ImtilWe. 218 N. Lee Street. Suite 312. Alexandre, VA 22314. Job Truss Truss Type Oly Ply LOT37/1 WATERSTONE(FP T78576458 2020_B_3CAFLBLK H7 Diagonal Hip Girder 4 1 Job Reference (optional) Guilders RrstSource (Plant City, FL), Plant City, FL-33567, 6.240 s Jul 14 2019 MiTek Industries, Inc. Tire Nov 5 13:07:14 2019 Page 2 ID:ZMxMAZ719fwXgbOKMXcO3Uz2JVl-JJVRW ODC6YVb3mb7vfoEA7761 h6XpH W 6_gnSsxyMDkR LOAD CASE(S) Standard ' Trapezoidal Loads (pif) I 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) ,&WARNING-yerJ1Yck,l9aperemefernaad BEAD NOTES ON THIS AND WCLUDEDMITEKBEFEAANCE PAGE MM17473mv. 11WY1piG BEFORE USE Design valid for use only wiTh MBek®connectors. This design is based only upon parameters shown, and Is for on Individual building component, not a muss system. Before use, the building designer must verify the applicablllty, of design parameters and properly Incorporate this design Into the overall bulldingdesign. Bracing Indicated Is to prevent buckling of Individual muss web and/or chard members only, AddltbnaltemporaryandpennanentbrocNg MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery. erection and bracing of trusses and truss systems, seeAN1VrPit Quality CMedo, DSB49 and SCSI Building Component 69M Parka East Blvd. Safety Informatlonctvalloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Nexondrlo, VA 22314 Tampa, FL 33610 Job Truss Truss Type City Ply LOT 37/1 WATERSTONE(FP T78576459 '2020 B 3CAR BLK H7P Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8240 s Jul 14 2019 MiTek Industries, Inc. Too Nov 5 13:07:14 2019 2x4 II 4 5 Scale-1:23.5 4-7-7 5-1-1 0.2.4 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (hoc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.45 7-10 >257 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.44 7-10 >265 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.28 Horz(CT) ' -0.01 7 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 46lb FT=20% LUMBER- BRACING- - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied orb-M cc puffins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 8-11-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. gh/size) 2=395/0-5-11, 7=39B/Mechanical Max Harz 2=242(LC 8) Max Uplift 2=-519(LC 8), 7=-479(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-52Gf499 BOT CHORD 2-7=-624/514 WEBS 3-7=-543/660 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Opsf; h=15ft; B=45ft; L=40f ; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; poroh left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Gt=lb) 2=519, 7=479. 7) Hangeds) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 Ito down and 57 lb up at 1-5-12, 31b down and 67 lb up at 1-5-12. 3 lb down and 90 lb up at 4-3-11, 3lb down and 90 lb up at 4-3-11, and 241b down and 146 Ib up at 7-1-10, and 241b down and 1461b up at 7-1-10 on top chard, and 7lb up at 1-5-12, 71b up at 1-5-12, 41b down and 2 lb up at 4-3-11, 4lb down and 21b up at 4-3-11. and 17 lb down and 241b up at 7-1-10, and 17 to dawn and 24lb up at 7-1-10 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-4=-54, 4-5= 14, 6-8=-20 Concentrated Loads (lb) Vert: 11=1I S(F=57, B=57) 13=47(F=24, B= 24) 15= 7(F=-4, B=-4) 16=-30(F=-15, B=-15) Michael S. Magid PE No.53681 MiTek USA Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: November 5,2019 A WARNING - Ileffly design peremeters end READ NOTES ON THIS AND XCLUVED MITEFICHEFIRRAPIC6 PAGE MIA7473 rev. 14012015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �� a Inns system. Before use, the building designer must verify the appllcabYlry of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling Of Individual hues web and/or chord members only. Atltlimonal temporary and permanent bracing MiTek- Is always required for stablllly and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcoflon, storage, delivery, erection and bracing of musses and truss systems, seeAN$VrPll Quality Cdbda, DSBA9 and III Building Component 6904 Parke East Blvd. safety Informatbrmallable from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandre, VA 22314. Temps, FL 33610 Job Oty Ply LOT 37/1 WATERSTONE/FP T1B576460 °2020 B 3CAF_BLK �Trsuss HTV �Trwsar`rype Diagonal Hip Girder 3 1 Job Reference (optional) Builders RrsrtScurce (Plant City, FL), Plant City, FL - 33567, Jul 142019 MiTek Industries, Inc. Tue Nov 513:07:152019 3.4 = Scale=1:22.2 LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.63 Vert(L-) 0.09 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.13 6-7 >909 180 BCLL 0.0 Rep Stress Incr NO WB o.35 Horz(CT) 0.02 5 n/a Na BCDL 10.0 Code FBC2017fr 014 Matrix-MSH Weight: 41 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural mod sheathing i irectlyapplied or 5-1-8 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or7-1-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=242/Mechmical, 2=353/0-8-0, 5=417/Mechanical Max Horz 2=291(LC 8) Max Uplift 4=-248(LC 8), 2=-201(LC 7), 5=-152(LC 5) FORCES. fib) - Max. CompJMax. Ten. -All tomes 250 (Its) or less except when shown. TOP CHORD 2-3=-1155/476 BOT CHORD 2-7=-633/1083, 6-7=-645/1089 WEBS 3-7=0/261, 3-0=-1076/633 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Opst h=15ft; B=45tt; L=40ft; eave--5fq Cat. II; Exp C; Encl., GCpi-0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0list bottom chord live load nonconcunent 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-" wide will fit between the bottom chord and any other members. 4) Bearings are assumed to be: , Joint 5 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSUrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoints) except ]WID) 4=248, 2=201, 5=152. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 43 lb up at 1-5-12. 60 fib down and 43 Ib up at 1-5-12, 7lb down and 96 lb up at 4-0-11, 71b down and 96 lb up at 4-3-11, and 38 lb down and 152 lb up at 7-1-10. and 38 lb down and 152 Ib up at 7-1-10 on top chord, and 48 lb up at 1-5-12, 48 Ib up at 1-5-12, 1 lb down and 15 lb up at 4-3-11, 1 lb down and 15 lb up at 4-3-11, and 291b down and 6lb up at 7-1-10, and 29 lb down and 6lb up at 7-1-10 on bottom chord. The desigNselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2= 54 Continued on page 2 Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East BNB Tampa FL 33818 Date: November 5,2019 QWARNING-VerltydealgnparameferbandREAONOTES ON MSANDWCLUDEDMREKREFERANCEPAGEM 7) ffly. hYD12015aEFORE USE. Design valid for use orlywdh Mlfek®connectors. This design Is based only upon parameters shown and b for an Inc Mdual building component, not a hoar system. Before use. the building designer must verity the cpplicobaity, of design Parameters and properly Incorporate this design Into me overall building design. Bracing indicated is to prevent budding of hicl ltruss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always rewired for slabiliry and to prevent collapse with pomba personal Injury and property damage. For genercl guidance regarding the 69M Parke East Bind. fpbricatlon storage, delivery, erection and brocing of trusses and tam syde= WeAN39r911 Quality CrHrrda, DS349 and SCSI Building Component Tampa. FL M610 Sabin Informationavolable from Truss Plata institute. 218 N. We sheet Suite 312 Alexandria VA 22314, Job Truss Truss Type Illy Ply LOT 3711 WATERSTONE/FP T78576460 2020_B_3CAFI_-BLK H7V Diagonal Hip Girder 3 1 Jab Reference (optional) Bwlders FirstSource (Plant City, FL), Plant City, FL-33567, 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 5 13:07:15 2019 Page 2 I0:OAgsmhRnU78gy81 pVrgZFsz3?jG-nV6pl MEgtrdShvAJTMJTjDgFg5PIYIGDU W OOOyMDkO LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=38(F=19, B=19) 12=32(F=16, B=16)13=-77(F=-38, B=-38) 14=54(F=27,B=27)15=-2(F=-1,B=-1) 16=-55(F=-27, B=-27) Trapezoidal Loads (pig 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) Q WARNING- Vedrydeslgn perametersand BEAD NOTES ON THISAND INCLUDED MREKREFERANCEPAGEMI474Ta rev. Ia=?0IS BEFOHEUSE, Design voild for use only with M6ek9 connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the bullding designer must verify the applicability of design parameters and propery Incorporate this design Into the overall building design. Bracing (notated Is to prevent budding of IndMduai truss web and/or chord members only. Mail temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage, For generai guidance regarding the fabrication, storage, delivery, erection and bracing of throes and Muss systems, seeABSMII Quality Criteria, D9549 and BCSI Binding Component 69N Parke East BNd. Safety tnfonmalonovollable from Truss Plate Institute, 218 N. Lee Steel, Sulie 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type my Ply LOT 37/1 WATERSTONE/FP T7857fi461 2020_B_3CAR BLK K01 Hip Girder 1 2 Job Reference o fional Builders F slSource (Planl,City, FL), Plant City, FL-33567, B.240 s Jul 142019 MiTek Industries, Inc. Tus Nov 513:07:17 2019 Page 7 ID:bHbVLOpFfX8g3mmBnAR19UyMH3W.kUEZ82G5PTuAWDKianLxoeleEuArOW WZho?6TGyMDkO taco 63-0 49-0 1pg0 149-0 2080 r 530 4-6-0 3b� x3-0 50-0 1 4x6 1 Scale=1:316.3 J 10 3x811 '"""'-"`""-- 1ox12= 3x811 1.5xB STP= 46 = 103-0 530 9-40 1000 149-0 20-00 53-0 I 03-0 3d� 4E-0 S3'0 03-0 Plate Offsets (X Y)-- [1:0-1-00-0-1 ] [3:0-4-4 0-1-12] [5:0-1-00-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (Ioc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.17 7-9 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.22 7-9 >999 180 MT20HS 187/143 BOLL 0.0 ' Rep Stress Incr NO WB 0.78 Horz(CT) 0.05 5 Na Na BCDL 10.0 Code FBC2017frP12014 Matdx-MSH Weight: 217 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=3256/0-8-0, 5=3610/0-8-0 Max Hoe 1=-202(LC 6) Max Uplift 1=-1669(LC 8), 5=-1884(LC 8) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-7052/3656, 2-3=-5042/2624, 3-4=-5046/2627, 4-5=-7064/3668 BOT CHORD 1-9=-3183/6261,7-9=-3183/6261, 6-7=-3203/6297, 5-6= 3203/6297 WEBS 2-9=-834/1670,2-7=-2032/1178,4-7=-2243/1201, 4-6=826/1752,3-7= 2085/4106 Structural wood sheathing directly applied or 4-4-5 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4-1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=451t; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi-0.78; MWFRS (directional); Lumber DOL=1.60 plate gdp DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 4 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 7) • 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. 8) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at )oint(s) except Qt=11h) 1=1669, 5=1884. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 50 Ib up at 2-5-1, 160111 down and 72 Ill, up at 4-5-1, 1362 lb down and 809lb up at 6-4-12, 692 lb down and 357lb up at 7-8-12, 618111 down and 284 lb up at 9-8-12, 630 lb down and 2871b up at 11-8-12, 602 Ito down and 278 Ile up at 13-4-12, and 672 Ib down and 398lb up at 15-4-12, and 6761b down and 402 Ib up at 17-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6634 6934 Parka East Blvd. Tampa FL 33610 Date: November5,2019 Q WARNING -verify design pammefem and BEAD NOTES ON THIS AND INCLUDED MDEKBEFERANCEPAGE MD'7473 mv. A1=2D1S BEFORE USE Design valid for use only with MBek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, the building designer must verify Me appllwbTry of desIgn parameters and properly Incorporate this design Into the overall building design. Bracing Indicated a to prevent buckling of individual muss web and/or chord members only. Additional temporary and permanent bracing �! MiTek- Is alwoys required for stabllily and to prevent collapse with possible personal Injury and property damage. For general guidonce regarding the fobrlcoflom Storage, delivery, erection and bracing of musses, and Max systems. SeeANSUTPN Quo" Criteria, D95d9 and BCSI Building Component Seoul Parke East Blvd. Safety Info rnatbrnvallobie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexantlrla VA 22314. Tampa, FL 33610 0 ii 1 Job Truss Type Oty Ply LOT 37/1 WATERSTONE/FP T78576461 2020_B_3CAR BLK �Truss K01 Hip Girder 1 2 Job Reference o liorwl Builders FrstSource (Plant City, FL), Plant City, FL- 33567. - 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 513:07:17 2019 Page 2 ID:bHbVLOpFfXBg3mmBnAR19UyMH3W-kuEZ82G$PTuAwDKiarLxoeleEuArOW WZho?6TGyMDkO LOAD CASE(S) Standard Unifonn Loads (pll) Vert: 1-3=-54, 3-5=-54, 1-5=20 Concentrated Loads (lb) Vert: 8=-692(F)7=-61 B(F) 14=-86(F) 15=-160(F) 16=-1362(F) 17=-630(F) 18=-489(F) 19=-672(F) 20=-676(F) O WARNWa-Ved1ydeal9nparamefere4nd READNOTES ON TRISANDMCLUDEDMREKREFERANCEPAGEM&74n"v. I0032015BEFOREUSE. Design voila for use oNywiln MBea connectors. This desgn is bated only upon parameters shorn, and is for an Individual building component, not a huts system. Before use, Me bWdOg designer must verity me appikabfilly of design parameters and properly Incorporate this design into Me overall bullding design. Bradng Indicated Is to prevent buckling of irWWdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for 51ab0ity and to prevent collapse with possible personal lNury and properly damage. For general guidance regarding the fabrtmtion, storage, dellvery, erection and bracing of IrM5e5 and ftW3 systemS, SaaANSVWII Quality CMorlo. DSSA9 and BCSI Building Component 69M Parke East BNd. Salsty Informatiortwallable from Truss Rate InsfiMet. 218 N. Lee sheet. Suite 312. Alexandria, VA 22314. Tempe, FL 33610 Job Truss Truss Type City Ply LOT 3711 WATERSTONEfFP T78576462 020_83CAR_BLK K02 HIP 1 1 Job Reference o Donal ounces; rinnoource mars uny, rLI, I.."1ay, 11 I 46 = 4x6 = 4 5 axis = 3x4 = rxo — 3x4 = 3x6 — Seale =1:37.1 �o LOADING (psi) SPACING• 2-0" CSI. DEFL In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Ved(LL) -0,14 9-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Ved(CT) -0.31 9-17 >779 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.14 HOrz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBG2017/TP12014 Matdx-AS Weight: 921b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural mod sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 " REACTIONS. (lb/size) 2=812/0-8-0, 7=812/0-8-0 Maer Horz 2=-212(LC 8) Max Uplift 2=-450(LC 10), 7=-450(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1183/956, 3-4=-971/843, 4-5= 823/785, 5-6=-971/843, 6-7=-1183/956 BOT CHORD 2-11=-633/1069, 9-11=-348/823, 7-9=-633/1024 WEBS 3-11=-389/424, 4-11=-267/368, 5-9=-267/368, 6-9=-390/424 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vastl=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpl-0.18; MWFRS (directional) and GC Exledor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi 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 2-0.0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=450, 7=450. 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. Michael S. Magid PE Nc.53601 MITek USA, Inc. FL Cad 6834 6904 Parke East Blvd. Tampa FL 33810 Date: November 5,2019 QWARNIND-Vei deslgnpasmetersend NEAR NOTES ON THISANDINCLUDED MNEKNEFENANCEPAGEW74"n,v- 1W9Y1015 BEFORE USE. for MRek®conneafars. This design k based only upon parameters shown and Is far on Individual building component not Design valid use only with a Inns system. Before use. me belong designer must verify the appllcabliiry of design parometersond properly Incorporate this tlesign Into the overall Additional temporary and bracing MiTek' bullding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. permanent Is always required for stability antl to prevent collapse with possible personal injury and property damage. For general guldonce regarding me fabrication. storage, delivery, electron and bracing of muses and truss systems. seeANSVrPtt Quality Crl9dp, DS249 and SCSI IUSONp Component Safety mfoenationovarable from Truss Plate Institute, 218 N. lee Street. Suite 312, Alexandria. VA 22314.MpIO 6804 Parke East Blvd. Tempe, FL East B Symbols PLATE LOCATION AND ORIENTATION -01 1 3/4 Center plate on joint unless x y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. I L74"�F)or;4 x 2 orientation, locate laes OJ/0 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. 'Plate location details available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION 7 Indicated by symbol shown and/or Cvy// 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/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System f 6-4-8 I dimensions ngsshown not t scale) Ir'II (Drawings not To scale) 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETrERS. 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 ANSVTPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved e MiTek® MTek Engineering Reference Sheet: Mll-7473 rev: 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing: is always required. See BCS1. 2. Truss bracing must be designed by an engineer. For wide truss spacing. Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANS17rPl 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANS17rPl 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size.. orientation and location dimensions indicated are. minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front back words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/IPI 1 Quality Criteria.