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HomeMy WebLinkAboutTrussA fiFDS ENGINEERING ASSOCIATES November 2, 2020 Building Department 258 Southhall Lane, Suite 200 Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com Website: www.fdseng.com Ref: Adams Homes Lot: Lot 27 Blk 1, Subdivision: Fort Pierce - Waterston Address: 5344 Lugo St. Model: 2000 B RHG 3CF KA # 20-7925 Truss Company: Builders.First Source Date of drawings:.':: 10/29/20 Job No.: 2516730 Wind Speed: 160 Exposure: C . Truss Engineer: Joaquin Velez To whom it may, concern; We have reviewed.the truss desiggpackage for the project referenced above. This truss package complieg,;with. the original design`intentand the-undeflying structure will accommodate all indicated loads: We approve the truss package without comment based upon the truss layout and tuss.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 oth6r'tiades. Note:Truss.ID's-may..%�`19111111// jY/`' If you have any Sinc ly, Carl A. Brown FL. # 56126 `cue tt',9§,�•p�` Q 1?%;tate to call. • : hlo 66 &2620 SrA7E F o OR I 11/2/2020 Luis Pablo Torres, P.E. FL. # 87864 li ering Associates, A TSG Company "Your Building Code Experts" 38-08-00 > > ra . > In > n > n n > n > : n > > n > n > n > n > n > n n > n > In > m i U U 3 2 UL o 0 o U 3-PLY `3/12 VAULT 4 7 \10--Otr -LAT CLG. I 3/12 VAULT ' ODD SPACE I S �! a SI. SI 2-PLY^V \� \ \ 2-PLY 1S �� 6-64,00 1-0 -0 cO Gi • O SPACE G08¢ 1-0 -00 ODDSPAC o o 07 ¢ 2-0 -00 LU W G06 Q7O ¢ G02S a 2-0 -00 o co 0 o 6-04-00 2-0 -00 W19-08-00 o o r G01 S C5S C3S S 2-0 00 FS� 2-0 -00 2-0 OD W12-08-00 38-08-00 IL a t0 tr. .A C1 C3 " o 7.1 o C5F .' CON.NECTOR&SCHEDULE. :- ROOF .TRUSS . QT. ID .' . MODEL ROOF' ..UPLIFT SYM '0 A` -LUS24 / JUS24 .895 / 835 490 /510 ILK 10'- A HTU26/ THD26 3600 / 3470 1555 /,2330-- -1LA- 0 B HTU28 /THD28 4680 /'5040' 2140 / 2330 1LB 1 C HTU26-2 / THD26-2 3600.13355 2175 / 2340 1 LC 0 D HTU28-2 / THD28-2 4680 / 6005 113485 / 2595 1 1 D 0 E I HGUS26-2./ THDH26-2 -5320 / 5245 21554-2340 t� .0 F II HGUS28-2 / THDH28-2 7460/18025 3235/3330 � LF 0 G HGUS263 / THDH263 -5230 / 5245 2155.12340 LG 0 H HGUS28-3 / THDH283 7460 / 7835 3235 / 4370 tH 0 J THJA26 / HJC26 9100 / 8990 4095 / 4370 1 it 3X8NOP CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-Bi SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. .REFER TO FINAL ENGINEERING_ SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND' - NAILING SCHEDULE. 2). BEARING- BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED)' 4) UPLIFT AND GRAVITY -REACTIONS' WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior ' Notification By Customer Wdhin.48 . Hours And Investigation By Builders First Source.":-:. NO EXECPTIONS. - The General Contractor Is Responsible For All Connections -Other. Than Truss - to Truss,:Gable Shear WaII,And Connections:: Temporary and Permanent Braeigg;.'And-_r�eiling;And Roof Diaphragm Connections:y.�-;, ROOF PITCH: 6112 .. CEILING PITCH:' '0112 , TOP CHORD SIZE: " 2 X 4 BOTTOM, CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: 'Plumb , CANTILEVER: - TRUSS'SPACING: 24" , BUILDING CODE: FB62017 BEARING HEIGHT SCHEDULE-' ' - Hatch Legen 12 Revic=d dApprmia� d 0Rim R-brit LOT/BLOCK: 27/1 0Reuieard-ffiXc tioas 0Net Bevi..d SUBDIVISION: WATERSTONE CITY:. FT PIERCE Conectiom or coanuimn made on equipment submittals or shop drawing; during this reviewdo Dot rein' cmtmtm 6om OcWh oe with+QIzi—nis ofthe drawings and spccifica— DRAWN BY: K SANCHEZ Ibis cheeks only for review of gm®1 ceeonfor„Sinoc with the cm=gA of the plied aad geaval compg2ore with tSe information given is the conhad doh. the eootradar is JOB 8 • 2516730 • responalde far 0006®g and mmlaimg a8 gmmitits and d®ensions; selecting figis im DATE: 10/29/2020 SCALE: NTS processes wdtakvigtes ofce-Stu bmcomdmatiogh;:: d- withthrtof.H otherftd--d pafamiog his wad; ma sd. ad s2tisfd y ' PLAN DATE: 2020 FDS Ei�iGI1VEE'G ASSOCIATES ' Dot; 11/O7ItU20 By. BB REVISIONS: •Soh®Bbl No_ Projcd 20-7925 AriedIED& L—Terirs - 1' 1?16eINa AdamsAnmes-Fort pier'-WW-A.ne lot 27 SIIL1 3. VERFY ALL DMENSIOM AND CEII G=1DITIO16 PF80R TO APPROVAL , 4 - SOME CEIUNG RIMMING RECIUMD IN RELD 6! BUILDER MAIN wwo Foac6 REssrrtsG srstEeucc Hrarau vnrm ascET-to IMPORTANT - ' ENCLOSED EXPOSURE C . '. Y CATeSRY OCCUPANCY CATEGaRro This DraiNing Must Be,Approved And,. calla] LOAD 16a NPH MID IMPORTANCE FACTOR 1.00 Returned BB{Ore Fabrication Wall TRUSSES HAVE BEEN DESIGNED FOR A 1aa PSF BOTTOM CHORD LNE LOAD Begin. For Your Prctecfldn Check All NONCONGURREW YATH ANY OnER LIVE LOADS ' Dimensions And Conditions Prior To Approval Of Plan. • •' SIGNATURE BEL'OW.INDICATES ALL ROOF LOADING ` FLOOR LOADING ' NOTES AND DIMENSIONS HAVE TCLL: 20 PSF . TCLL: 40 -PSF BEEN -ACCEPTED. -= , TCDL: 07 PSF TCDL• 10 PSF - By ` •Date. BCDL 10 PSF BCDL: 5 PSF TOTAL.•. 37 PSF TOTAL: 55 PSF - DURATION: 1.25 DURATION: 1.00 - RA �� I FirstSource . 4408 Airport Road ' Plant City, FL 33563 _ Oh. (813) 305-1300 Fax (813) 3054301 " RE: 2000 B ELEVATION MiTek USA, Inc. LOT 27/1 WATERSTONE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Adams Homes Port St Lucie ProJ'ect Name: 2000 B ELEVATION Lot/Block: 27/1 Model: 2000 B 1OX20 LANAI Address: 5344 LULGO STREET,. Subdivision: WATERSTONE City: Fort Pierce State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 48 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T21736150 A01 S 10/29/2020 21 T21736170 cis 10/29/2020 2 T21736151 A02S 10/29/2020 22 T21736171 C1 V 10/29/2020 3 T21736152 A03S 10/29/2020 23 T21736172 C3 10/29/2020 4 T21736153 A04S 10/29/2020 24 T21736173 C3P 10/29/2020 5 T21736154 A05S 10/29/2020 25 T21736174 C3S 10/29/2020 6 T21736155 A06S 10/29/2020 26 T21736175 C3V 10/29/2020 7 T21736156 A07 10/29/2020 27 T21736176 C5 10/29/2020 8 T21736157 A09 10/29/2020 28 T21736177 C5P 10/29/2020 9 T21736158 A10 10/29/2020 29 T21736178 C5S 10/29/2020 10 T21736159 All 10/29/2020 30 T21736179 C5V 10/29/2020 11 T21736160 Al2 10/29/2020 31 T21736180 D01 10/29/2020 12 T21736161 A13 10/29/2020 32 T21736181 D02 10/29/2020 13 T21736162 A14 10/29/2020 33 T21736182 D03 10/29/2020 14 T21736163 A15 10/29/2020 34 T21736183 E4 10/29/2020 15 T21736164 A16 10/29/2020 35 T21736184 E4A 10/29/2020 16 T21736165 B01 A 10/29/2020 36 T21736185 E7 10/29/2020 17 T21736166 B02 10/29/2020 37 T21736186 E7P 10/29/2020 18 T21736167 B06 10/29/2020 38 T21736187 E7V 10/29/2020 19 T21736168 Cl 10/29/2020 39 T21736188 G01S 10/29/2020 20 T21736169 C1 P 10/29/2020 40 T21736189 G02S 10/29/20M The truss drawing(s) referenced above have been prepared by MiTek USA, Inc irect �4�Filn[elrtit based on he arametersmovided bsupervision Builders FirstSource Plant Ci FL . ♦ P p Y ( City, ) *� t� P(jl�l IV� �UF� �� i .r Truss Design Engineer's Name: Velez, Joaquin ��� �p •h A+�,'�i My license renewal date for the state of Florida is February 28, 2021. Vi� 1j Florida COA: 6634 it Noti ; 1;8; 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 Ma designs comply with ANSI/TPI 1. These designs are based upon parameters �'' d`+' shown (e.g., loads, supports, dimensions, shapes and design codes), which were %� given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs X.— into the overall building design perANSI/TPI 1, Chapter2. anamii;vaipaF?�i�da�a ?9, 2020 1 of MiTek USA, Inc. RE: 2000 B ELEVATION -LOT 27/1 WATERSTONE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Project Customer: Adams Homes Port St Lucie Project Name: 2000 B ELEVATION Lot/Block: 27/1 Subdivision: WATERSTONE Address: 5344 LULGO STREET — City, County: Fort Pierce City, State: FL No. Seal# Truss Name Date 41 T21736190 G06S 10/29/2020 42 T21736191 G07S 10/29/2020 43 T21736192 G08S 10/29/2020 44 T21736193 H7 10/29/2020 45 T21736194 1-17P 10/29/2020 46 T21736195 H7V 10/29/2020 47 T21736196 1-01 10/29/2020 48 T21736197 L02 10/29/2020 2 of 2 Job Truss Type Qty Ply LOT 27/1 WATERSTONE FA0u1sS T21736150 2000 B ELEVATION Roof Special 1 Job Reference (optional) .t ouncers Firstz!iource (Fnant city, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 29 14:08:49 2020 Page 1 ID:hKY1ep9FiDwfFyJCybTuLLyv927-ulrBAOat1T vf6xHvYlfjCaHyQ39v7Rgl7u_x3yOXMy 1-4-0 6-5-7 8-11-0 12-2-13 159-11 19-4-8 22-31 2SS7 28-10.0 33-512 3 11 3%11q 1-0-0 6-57 2-2-9 3-6-13 3-6-13 3513 2-10.9 3-2-6 3-0-9 4-7-12 0- 4-8-12 Scale = 1:71.9 5x6 = 7x10 = 4x6 = 4x6 = 7x10 = 6x8 = 6x8 = 10 6x8 = 6.00 12 3 4 5 6 7 8 9 35 3x4 -1 1.5x8 STP = 34 11 36 30 v ' 2 24 23 22 21 20 IQ yI 1 2x4 II 7x10 = 0 4x6 = 8x14 MT20HS 12 jq 1 5x8 = 19 18 17 16 15 14 13 4x6 � 3.00 12 4x6 = 6x8 = 5x8 5x8 = 2x4 II 4x6 = 2x4 II 8-57 &&0 12-2-13 15-9-11 10-4-8 19-4 10 22-3-1 255-7 28-140 33-11-4 38-&0 6-57 2-2-9 3-6.13 3-6.13 3613 0. 2 _1 2_. 3.2-6 3-4-9 4-&12 Plate Offsets (X,Y)— [3:0-4-12,0-3-12], [6:0-5-0,0-4-8], [8:0-3-8 0-2-12] [9:0-5-4 0-2-8] [18:0-0-0 0-2-01 [20:0-9-12 0-3-8] [23.0-5-0 0-4-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 1.17 19 >397 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -1.43 19 >324 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.87 Horz(CT) 0.49 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 492 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 3-6,6-9: 2x6 SP No.2, 9-10: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x6 SP No.2 *Except* 10-0-0 oc bracing: 18-20 20-23: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 8-20: 2x4 SP No.2 REACTIONS. (size) 12=Mechanical, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 12=-799(LC 12), 2=-918(LC 12) Max Grav 12=1437(LC 1), 2=1511(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4957/3358, 3-4=-8182/5494, 4-5=-10189/6782, 5-6=-11519/7608, 6-7=-1152117609, 7-8=-11285/7449,8-9=-4365/3015, 9-10=-2471/1772, 10-11=-2512/1782, 11 -1 2=-2926/2025 BOT CHORD 2-24=-2990/4502, 23-24=-2976/4503, 22-23=-5366/8295, 21-22=-6578/10189, 20-21=-8531/13253, 18-20=-204/374, 7-20=-552/991, 17-18=-758/1161, 16-17=-2540/3918, 14-16=-2542/3915, 13-14=-1695/2594, 12-13=-1695/2594 WEBS 3-23=-2745/4315, 8-20=-4854/7574, 4-22=-1276/1992, 5-22=-602/475, 5-21=-865/1393, 6-21=-300/288, 7-21 =-1 781/1156, 4-23=-884/650, 8-17=-3979/2607, 17-20=-2913/4547, 9-17=-395/674, 10-14=-1301/1934, 9-14=-2366/1696, 11-14=-508/426 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "xW) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. R Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-5-7, Exterior(2) 6-5-7 to 10-5-7, Interior(1) 10-5-7 to 28-10-0, Exterior(2) 28-10-0 to 32-10-0, Interior(1) 32-10-0 to 38-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 0rRnfwdtagiplv1ks2for truss to truss connections ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Truss Type Qty Ply LOFT LOT 27/1 WATERSTONET21736150 F TA01SS ELEVATION �Roof Special 1 o tional -1 ounue rnsiaource trlant t ny, raj, rtani city, rL - 330bf, 6.42U s Oct 9 2UZU MI Fek Industries, Inc. Thu Oct 29 14:08:49 2020 Page 2 NOTES- ID:hKY1epgFiDwfFyJCybTuLLyv92?-ulrBA0at1T vf6xHvYlfjCaHyQ39v?Rgl7u_x3yOXMy 10) Bearing atjoint(s) 2 considers parallel to grain value using ANSl1TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. ,,11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb) 12=799, 2=918. 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property, damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TFl1 Quality Criteria, DSS-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 t y Job Truss Truss Type Qty Ply LOT 27/1 WATERSTONE T21736151 2000 B ELEVATION A02S Roof Special 1 1 Job Reference c tional ouuuers nrsmource trlant t ny, ry, mani Lity, t-t- - s3bbt, t5.4ZU S UCt 9 ZUZU MI I eK Inaustrles, Inc. I nu UCt zu 14:Ut5:bu ZUZU rage 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-NUOZOMbVon6m HG W UTFGuFP7RFgPQeQs_WndYTVyOXMx 6-11-13 8-5-7 1Li0-15 19-4-6 23-4-15 27-5-7 -10- 33-5-12 3 -3- 38-8-0 -4-0 6-11-13 -5-10 5-5-8 5-5-8 4-0-8 1-4-9 4-7-12 -9- 4-4-11 5x6 = 3x4 = 6.00 12 2x4 \\ 4 29 30 5 3 FIR 1.5x8 STP = 28 27 2 20 19 C9 qI1 6x12 MT20HS = 3x4 = 5x6 = 4x6 = 5x8 = 5x6 = 9 6 731 32 8 _-W-- Scale=1:71.0 17 16 15 14 13 12 5x8 = 3.00 12 2x4 II 5x12 = 46 = 5x8 = 2x4 II 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 1.10 18-19 >422 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -1.36 18-19 >340 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.58 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 206 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 'Except' 10-0-0 oc bracing: 16-18 6-16: 2x4 SP No.3, 14-17,11-14: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 7-18,15-18: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 11=Mechanical, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 11=-802(LC 12), 2=-920(LC 12) Max Grav 11=1433(LC 1), 2=1507(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4705/3193, 3-4=-4527/3078, 4-5=-4227/2891, 5-6=-5647/3809, 6-7=-5982/4016, 7-8=-3113/2239, 8-9=-237311763, 9-10=-2473/1728, 10-11=-2870/1940 BOT CHORD 2-20=-281014239, 19-20=-3513/5647, 18-19=-3770/6094, 13-15=-1652/2660, 12-13=-1663/2531, 11-12=-1663/2531 WEBS 3-20=-149/302, 4-20=-1175/1781, 5-20=-154911091, 5-19=-57/366, 6-19=-523/309, 7-18=-2068/3321, 7-15=-2054/1384, 15-18=-2134/3466, 8-15=-421/724, 9-13=-1244/1840, 8-13=-1639/1205,10-13=-473/420 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf, h=25ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 8-5-7, Extedor(2) 8-5-7 to 12-5-7, Intedor(1) 12-5-7 to 28-10-0, Extedor(2) 28-10-0 to 32-10-0, Interior(1) 32-10-0 to 38-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 7) Refer to girder(s) for truss to truss connections. 8) 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=802,2=920. 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. October 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not Wita truss system. Before use, the building designer must verify the applicabilityf d oesign parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 IF Job russ Truss Type Qly Ply LOT 27/1 WATERSTONE fA T21736152 2000 B ELEVATION O3S Hip 1 1 Job Reference o tional ... , ,yaw tnaur I.Ly, r,am Illy, rl - moor, t3.4zu s uct 7 zuzu MI I eK Inclustrles, Inc. I nu uct z9 14:u5:bl 2U20 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-rgyxbic7Y5EduQ4gl zo7odfclEIPNyu71RN50yy0XMw 1-4-0 7-3-3 8-8-0 10-5-7 14-10-13 23-9-6 28-2-9 32-4-15 38-8-0 1-4-0 7-3.3 -4-13 1-9-7 4-5.6 8-10-9 4-5-3 4-2-7 6-3-1 Scale = 1:68.4 5x6 = 5x6 = 2x4 II 3x6 = 5x6 = 4 27 28 5 29 6 30 7 31 8 15 14 16 12 11 5x8 3.00 12 4x6 II 3x6 = 2x4 II 3x6 = 5x12 = 8.8-0 32-4-15 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.74 BC 0.92 WB 0.68 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefi Lid 0.71 16-17 >652 240 -0.9916-17 >468 180 0.44 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 208 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except* TOP CHORD Structural wood sheathing directly applied. 1-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4•SP No.1 'Except' 10-0-0 cc bracing: 14-16 6-14: 2x4 SP No.3, 13-15,10-13: 2x4 SP No.2 WEBS 1 Row at midpt 12-16. 7-12 WEBS 2x4 SP No.3 *Except* 12-16: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 10=Mechanical, 2=0-8-0 Max Horz 2=237(LC 11) Max Uplift 10=-802(LC 12), 2=-920(LC 12) Max Grav 10=1433(LC 1). 2=1507(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4701/3338, 3-4=-4482/3239, 4-5=-3411/2481, 5-6=-4259/3024, 6-7=-4197/3007, 7-8=-2136/1692, 8-9=-2377/1766, 9-10=-2760/1968 BOT CHORD 2-18=-2943/4236, 17-18=-2091/3381, 16-17=-2563/3988, 6-16=-226/253, 11 -1 2=-1 650/2425, 10-11 =-1 650/2425 WEBS 3-18=-243/396, 4-17=-369/719, 5-17=-820/678, 5-16=-127/428, 12-16=-1944/3000, 7-16=-886/1490, 7-12=-1483/1096, 8-12=-547/832, 9-12=-495/479, 4-18=-1021/1319 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 10-5-7, Extericr(2) 10-5-7 to 16-1-5, Interior(1) 16-1-5 to 28-2-9, Exterior(2) 28-2-9 to 33-10-7, Interior(1) 33-10-7 to 38-8-0 zone;C-C for members and forces & h MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=802,2=920. 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. October 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTeM® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 27/1 WATERSTONE T21736153 2000 B ELEVATION A04S Hip 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 29 14:08:52 2020 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-JtWJp2cmJOMU WZfsbgJMKgg1 e866NSG_56fY0yOXMv 1-4-0 7-3-3 8-8-0 12-5-7 19-4-0 26-2-9 30-0-0 1-4 38-8-0 1-4-0 7-3-3 -4-13 3-9-7 6-10-9 6-10-9 3-9-7 -4-13 7-3-3 3x12 MT20HS 3.00 12 5x6 = 3x8 = 5x6 = 4 31 32 5 33 34 6 26-2-9 5x8 Scale = 1:68.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.77 11 >603 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.96 10-11 >485 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.59 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 209 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: 2-14,8-9: 2x4 SP M 31 4-6-0 oc bracing: 8-9 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 9 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 8=Mechanical, 2=0-8-0 Max Horz 2=278(LC 11) Max Uplift 8=-804(LC 12), 2=-922(LC 12) Max Gram 8=1429(LC 1), 2=1504(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4710/3338,3-4=-4469/3234,4-5=-2874/2202,5-6=-2877/2176,6-7=-4487/3206, 7-8=-4729/3311 BOT CHORD 2-14=-2952/4263, 13-14=-1760/2860, 11-13=-2022/3290, 10-11=-2022/3290, 9-10=-1714/2863,8-9=-2907/4268 WEBS 3-14=-304/436, 4-13=-190/490, 5-13=-654/409, 5-11=0/282, 5-10=-651/397, 6-10=-178/488, 7-9=-315/442, 4-14=-1211/1739, 6-9=-1209/1673 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 12-5-7, Exterior(2) 12-5-7 to 18-1-5, Interior(1) 18-1-5 to 26-2-9, Exterior(2) 26-2-9 to 31-10-7, Interior(1) 31-10-7 to 38-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. * 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a 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. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 2 considers parallel to grain value using ANSI/iPl 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 Qt=lb) 8=804, 2=922. 11) 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. October 29,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/fP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safetylnformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qly Ply LOT 27/1 WATERSTONET21736154 TAOU5 2000 B ELEVATION Hip 1 1 Job Reference (optional) O'Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 29 14:08:53 2020 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-n34h00dO4iUL8jE380gbt2lwd1 ROrwLQCIsC4gyOXMu 1-4=01 4-6-11 8-8-0 14-5-7 19-4-0 24-2-9 30-0-0 34-1-5 3%.8 1-0-0 4-6-11 4-1-5 5-9-7 4-10-9 4-10-9 5-9-7 4-1-5 4-6-11 rn 1 0 6.00 12 5x6 = 3x4 = 5x6 = 30 6 31 327 Scale=1:69.3 0 0 10 Iv 0 5x8 ZZ 5x8 3.00 12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 LumberDOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-4,8-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except' 16-17: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=Mechanical Max Horz 2=319(LC 11) Max Uplift 2=-922(LC 12), 10=-804(LC 12) Max Grav 2=1504(LC 1), 10=1429(LC 1) 14-5-7 , 24-2-9 1 30-0-0 1 38-8-0 CSI. DEFL. in (loc) I/de0 L/d PLATES GRIP TC 0.88 Vert(LL) 0.6814-15 >679 240 MT20 244/190 BC 0.95 Vert(CT) -0.9812-14 >475 180 MT20HS 187/143 WB 0.42 Horz(CT) 0.57 10 n/a n/a Matrix -AS Weight: 221 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 3-7-0 oc bracing: 10-11 WEBS 1 Row at midpt 4-14. 8-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-468313233, 3-4=-4564/3161, 4-5=-2834/2042, 5-6=-2495/1945, 6-7=-2497/1921, 7-B=-2836/2015, 8-9=-4578/3130, 9-10=-4694/3303 BOT CHORD 2-15=-2859/4437, 14-15=-2613/4126, 12-14=-1555/2614, 11-12=-2567/3979, 10-11=-2886/4230 WEBS 4-15=-592/1148, 4-14=-1751/1293, 5-14=-559/968, 6-14=-3381278, 6-12=-337/266, 7-12=577/969, 8-12=-1650/1287, 8-11=-611/1111, 9-11=-134/302 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 14-5-7, Extedor(2) 14-5-7 to 20-1-5, Interior(1) 20-1-5 to 24-2-9, Extenor(2) 24-2-9 to 29-9-5, Interior(1) 29-9-5 to 38-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Refer to girder(s) for truss to truss connections. 9) 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=922, 10=804. 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. October 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. WIF Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 27l1 WATERSTONE 2000 B ELEVATION A06S Hip 1 1 T21736155 Job Reference c tional �1 Co FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 29 14:08:55 2020 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92? jSCSR4fecJk3N1 ORGos3yTgFGr7wJjNg3LJgjyOXMs 1 A 7-3-3 8-8-0 16-5-7 22-2-9 30-0-0 1 4-1 38-8-0 1 4-0 7-3 3 4-13 7-9-7 5-9-2 7-9-7 -4-13 7-3-3 6x8 = 6.00 12 8x10 = 5x8 5x8 3.00 12 16-5-7 22-2-9 . 1 30-0-0 38-8-0 Scale=1:69.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.71 12-13 >651 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT)-0.9612-13 >485 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.61 9 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 215lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4,7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 `Except' 3-9-0 oc bracing: 9-10 14-15: 2x4 SP No.2 WEBS 1 Row at midpt 4-12, 6-12, 7-11 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Horz 2=360(LC 11) Max Uplift 2=-922(LC 12), 9=-804(LC 12) Max Grav 2=1504(LC 1), 9=1429(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4690/3127, 3-4=-4548/3158, 4-5=-2525/1818, 5-6=-2194/1782, 6-7=-2533/1802, 7-8=-4566/3129,8-9=-4711/3135 BOT CHORD 2-13=-2753/4346, 12-13=-2732/4258, 11-12=-1181/2193, 10-11=-2681/4181, 9-10=-2714/4247 WEBS 4-13=-516/1155, 4-12=-2226/1584, 5-12=-390/728, 6-12=-271/276, 6-11=-370/731, 7-11=-2089/1572, 7-10=-626/1107 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 16-5-7, Extedor(2) 16-5-7 to 27-10-7, Interior(1) 27-10-7 to 38-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a 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. 8) Refer to girder(s) for truss to truss connections. 9) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=922, 9=804. 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. October 29,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design, Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfrPlf Quality Criteria, DSB-89 and SCSI Building Component 6904 Pa Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MParke East Blvd. D 20601 Tampa, rk 36610 East Job Truss Truss Type Qty Ply LOT 27/1 WATERSTONE T21736156 2000 B ELEVATION A07 Hip 1 1 Job Reference o ticnal Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 29 14:08:56 2020 Page 1 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-BemgeQgGNdsw?BzdgWNIVgNPpFT 2A_svj4sh9yOXMr 1-4-0 7-3-3 8-0 13-1-12 18-5-7 20-2-9 25-6-5 30-0-0 1 4 38 8-0 0-0-0 -4-0 7-3-3 -4-13 4-5-12 5-3-12 1-9-2 5-3-12 4-5-12 -4-13 7-3-3 -4-0 6.00 12 5x8 % 3.00 12 5x6 = 3x4 = 5x6 = 5x8 ZZ Scale = 1:71.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.95 Vert(LL) 0.75 15-17 >619 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.15 15-17 >404 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.60 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 203 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 `Except' BOT CHORD Rigid ceiling directly applied. 16-17: 2x4 SP No.2 WEBS 1 Row at midpt 5-15, 8-14 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-408(LC 10) Max Uplift 2=-920(LC 12), 11=-920(LC 12) Max Grav 2=1503(LC 1), 11=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4716/2873, 3-4=-4518/2802, 4-5=-4541/2860, 5-6=-2208/1563, 6-7=-1924/1476, 7-8=-2208/1557, 8-9=-4537/2879, 9-10=-4515/2821, 10-11=-4714/2892 BOT CHORD 2-17=-2445/4451, 15-17=-1442/2727, 14-15=-798/1924, 13-14=-1472/2682, 11-13=-2484/4252 WEBS 3-17=-185/273, 5-17=-1060/2083, 5-15=-1137/889, 6-15=-482/786, 7-14=-483/783, 8-14=-1068/894, 8-13=-1071/1943, 10-13=-206/275 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 18-5-7, Extedor(2) 18-5-7 to 25-10-7, Interior(1) 25-10-7 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 2, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=920,11=920. 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. October 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS177P11 Duality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 27/1 WATERSTONE T21736157 2000 B ELEVATION A09 Roof Special 9 1 Job Reference (optional) IrsiSource (mant any, FL), viant city, I-L - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 29 14:08:57 2020 Page 1 ID:6gDIDH2OVeglNklsxoNemzyuULB-ggKCsmgu8x?mdLYgNDuYluvd2fgBnd9?7NgQDbyOXMq 1�-0 6-1-14 8-8-0 13-1-12 19.4-0 25-6-4 30-0-0 32-6-2 38-8-0 0-0-0 -4-0 6-1-14 2-6-2 4-5-12 6-2-4 6-2-4 4-5-12 2-6-2 6-1-14. -4-0 5x6 = 5x8 % 3.00 12 5x8 Zz 3x8 MT20HS 11 3x8 MT20HS 11 16-3-7 , 22.4-9 130.0-0 Scale = 1:71.2 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0. Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.68 12-13 >679 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.77 Vert(CT) -0.92 12-13 >502 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.55 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 204 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. 2-16,10-12: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=425(LC 10) Max Uplift 2=-920(LC 12), 10=-920(LC 12) Max Grav 2=1503(LC 1), 10=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4769/2781, 3-4=-4556/2636, 4-5=-4595/2759, 5-6=-2504/1669, 6-7=-2504/1655, 7-8=-4538/2733, 8-9=-4519/2620, 9-10=-4716/2767 BOT CHORD 2-16=-2340/4637, 15-16=-1302/2876, 13-15=-691/1862, 12-13=-1350/2699, 10-12=-2377/4281 WEBS 6-13=-605/1087, 7-13=-987/775, 7-12=-1057/1922, 6-15=-597/1144, 5-15=-1053/766, 5-16=-1077/2087 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-4-0, Extedor(2) 19-4-0 to 23-4-0, Interior(1) 23-4-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 2, 10 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) except Qt=lb) 2=920,10=920. 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. October 29,2020 ® WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTekOO connectors. This design is based only upon parametersshown, and Is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVIiT®k` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANShrrP/i Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 2711 WATERSTONE T21736158 2000 B ELEVATION A10 ROOF SPECIAL 1 1 Job Reference (optional) w Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.42U S Uct 9 2U2U Mi I ek Industries, Inc. I nu Oct 29 14:08:58 2U20 Page 1 ID:6gDIOH2OVeg 1 Nk1 sxoNemzyuULB-81 ta35hWvE7dEU70xxQna5Spv2BTW4V9M1 zzl2yOXMp 19-8-0 1-4-0 6-1-74 8-8-0 13-1-12 19-M 19,4rq 22-4-9 25-6-4 3'11 _ i 32-6-2 i 38-8-0 A0-0-0 i-4-0 6-1-14 2-6-2 4-5-72 5-10-0 0 23-1-11 a-`r1z z-6-z1-4-0 6x12 MT20HS = Scale = 1:72.3 6.00 12 5x8 Zz 5x8 3.00 12 3x8 MT20HS 3xB MT20HS \\ I/ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.63 12-13 >734 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.77 Vert(CT) -0.86 12-13 >537 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.53 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 204 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied. 1-4,8-11: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 'Except' 14-16,12-14: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=422(LC 11) Mai Uplift 2=-920(LC 12), 10=-920(LC 12) Max Grav 2=1503(LC 1), 10=1503(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4770/2783, 3-4=-4567/2641, 4-5=-4596/2752, 5-6=-2506/1668, 6-7=-2506/1655, 7-8=-4541/2731, 8-9=-4531/2628, 9-10=-4715/2770 BOT CHORD 2-16=2344/4634, 15-16=-1303/2874, 13-15=-707/1879, 12-13=-1351/2699, 10-12=-2380/4280 WEBS 6-13=-589/1066, 7-13=-963/756, 7-12=-1053/1921, 6-15=-581/1122, 5-15=-10271747, 5-16=-1070/2083 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-4-0, Exterior(2) 19-4-0 to 23-4-0, Interior(1) 23-4-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.0psf 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. 6) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSlfTPI 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) except Qt=lb) 2=920,10=920. 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. 0 0 M N Iv 6 October 29,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parametersshown, and Is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply LOT 27/1WATERSTONET217361592000 TAIuls B ELEVATION Hip Truss 1 1 Job Reference (optional) Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 29 14:08:59 2020 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-cDRzHRiggYFUseiCVexO7J?wzSVoFXklbhJ W IUyOXMo 1-4-0 8-8-0 17-0-0 21-8-0 30-0-0 38-8-0 0-0-0 -4-0 8-8-0 8-4-0 4-8-0 8-4-0 8-B-0 -4-0 7x10 = 6.00 12 5x8 = Scale = 1:71.5 5x8 3.00 12 5x8 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/rP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except` 1-3,6-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-378(LC 10) Max Uplift 2=-920(LC 12), 7=-920(LC 12) Max Grav 2=1503(LC 1), 7=1503(LC 1) 30.0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TC 0.96 Vert(LL) 0.6712-13 >688 240 MT20 244/190 BC 0.89 Vert(CT)-0.9912-13 >471 180 MT20HS 187/143 WB 0.81 Horz(CT) 0.60 7 n/a n/a Matrix -AS Weight: 192 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-12, 6-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4702/2990, 3-4=-2447/1697, 4-5=-2115/1676, 5-6=-2439/1699, 6-7=4702/3011 BOT CHORD 2-13=-2542/4382, 12-13=-2393/4078, 10-12=-1018/2113, 9-10=-2430/3944, 7-9=-2582/4237 WEBS 3-13=-499/1204, 3-12=-2102/1449, 4-12=-365/764, 4-10=-260/267, 5-10=-405/715, 6-10=-1964/1463, 6-9=-507/1161 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2) 17-0-0 to 27-3-14, Intedor(1) 27-3-14 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=920,7=920. 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. October 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 mv.5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS17TPll Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type City Ply LOT2711 WATERSTONET21736160 TA'1u2 2000 B ELEVATION Hip Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 29 14:09:00 2020 Page 1 ID:20 VQZH Ing 7x9G5 M9 NmJalQz3Stx-4P?LUnjn RsNLU oGP3MS Ff WX4?s gk_35S p L24gwyOXMn 1-4-0 7-3-3 -8-0 15-0-0 23-8-0 30-0-0 1-4-1 38-8-0 0-0-0 -3-3 -4-14 6-4-0 8-8-0 6.4-0 -4-14 7-3-3 -4-0 M O 5x6 = 6.00 12 3x4 = 5x6 = 256 26 7 27 5x8 3.00 12 Sx8 zzz 8-8-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/ rP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=337(LC 11) Max Uplift 2=-920(LC.12), 10=-920(LC 12) Max Grav 2=1503(LC 1), 10=1503(LC 1) Scale = 1:71.5 CSL DEFL. in (loc) I/defl Lid PLATES GRIP TC 1.00 Vert(LL) 0.6912-13 >673 240 MT20 244/190 BC 0.91 Vert(CT) -0.93 13-15 >496 180 MT20HS 187/143 WB 0.49 Horz(CT) 0.60 10 n/a n/a Matrix -AS Weight: 197 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at micipt 4-15, 8-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4693/3088, 3-4=-4538/3076, 4-5=-2779/1949, 5-6=-2391/1848, 6-7=-2405/1861, 7-8=-2740/1934, 8-9=-4511/3095, 9-10=-4685/3109 BOT CHORD 2-16=-2641/4470, 15-16=-2473/4205, 13-15=-1340/2475, 12-13=-2508/3995, 10-12=-2681/4220 WEBS 4-16=-609/1218, 4-15=-1841/1298, 5-15=-537/934, 7-13=-472/877, 8-13=-1738/1318, 8-12=-605/1140, 6-15=-318/242, 6-13=-283/208 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Extedor(2) 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 23-8-0, Extedor(2) 23-8-0 to 29-3-14, Interior(1) 29-3-14 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=920,10=920. 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. October 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse Wth possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Qualify Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ss Truss Type Qly Ply LOT 27/1 WATERSTONE ]Au3 T21736161 2000 B ELEVATION Hip Truss 1 1 Job Reference (optional) -builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 29 14:09:02 2020 Page 1 ID:20VQZHIn97x9G5M9NmJalQZ3Stx-Oo75vTk1 zTd3j6QnAnUjkxcRrgVvSvJIHfXAupyOXMI 1 4-0 8-8-0 13-0-0 19 4-0 25 8-0 30-0-0 38 8-0 -4-0 8-8-0 4-4-0 6-4-0 6�-tl 4-4-0 8-8-0 -4-0 0 6.00 12 6x8 = 22 2x4 II 235 24 25 6x12 MT20HS = 5x8 3.00 12 5x8 Scale = 1:71.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.71 11-13 >650 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -1.1511-13 >404 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.58 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 182 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except` TOP CHORD Structural wood sheathing directly applied. 1-3,7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 'Except' WEBS 1 Row at midpt 4-13, 6-10 12-13: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-295(LC 10) Max Uplift 2=-920(LC 12), 8=-920(LC 12) Max Grav 2=1503(LC 1), 8=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4679/3106, 3-4=-4600/3347, 4-5=-3124/2257, 5-6=-3124/2257, 6-7=-4598/3367, 7-8=-4676/3125 BOT CHORD 2-13=-2644/4258, 11-13=-1541/2692, 10-11=-1572/2691, 8-10=-2683/4212 WEBS 3-13=-360/531, 4-13=-1449/2130, 4-11=-329/683, 5-11=-372/452, 6-11=-329/684, 6-1 0=-1 461/2000, 7-10=-367/531 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 13-0-0, Exterior(2) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 25-8-0, Exterior(2) 25-8-0 to 31-3-14, Intedor(1) 31-3-14 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=920,8=920. 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. October 29,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek) ocnnectors. This design is based only upon parameters shown, and is for an individual building component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply LOT 27/1 WATERSTONE T21736162 2000 B ELEVATION A14 Hip Truss �Qty 1 1 Job Reference o tional -Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 29 14:09:03 2020 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-U_hT6plfknlwLG? kU?yH99c?3suBIruWIHkRFYOXMk 1 4 0 8-8-0 11-0-0 19-4-0 27-8-0 30-0-0 38-8-0 0-0-0 -4-0 8-8-0 2.4-0 8-4-0 8-4-0 2-4-0 8-8-0 -4-0 5x6 = 22 23 6x12 MT20HS = 24 25 5x6 = 6 5x8 zz 5x8 :::; 3.00 12 8-8-0 19-4-0 30-0-0 38.8-0 8-8-0 ' 10-8-0 10-8-0 8-8-0 Scale = 1:70.2 Plate Offsets (X,Y)— [2:0-2-7,Edge], [4:0-3-8,0-2-4], [6:0-3-8,0-2-4], [8:0-2-7,Edge], [10:0-6-4,0-3-0], [13:0-6-4 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.76 11 >610 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.18 11-13 >394 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.57 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 177lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except` BOT CHORD Rigid ceiling directly applied. 12-13: 2x4 SP No.2, 10-12: 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-254(LC 10) Max Uplift 2=-920(LC 12), 8=-920(LC 12) Max Grav 2=1503(LC 1), 8=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4668/3124, 3-4=-4567/3409, 4-5=-4042/2841, 5-6=-4042/2841, 6-7=-4562/3427, 7-8=-4663/3143 BOT CHORD 2-13=-2652/4204, 11-13=-1885/3170, 10-11=-1918/3169, 8-10=-2691/4199 WEBS 3-13=-317/552, 4-13=-1294/1776, 4-11 =-624/1 101, 5-11=-494/588, 6-11=-624/1103, 6-10=-1302/1681, 7-10=-327/550 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 27-8-0, Exterior(2) 27-8-0 to 33-3-14, Interior(1) 33-3-14 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=920, 8=920. 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. October 29,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rsv.511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety/ntormalion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 2711 WATERSTONE T21736163 2000 B ELEVATION A15 Hip Truss 1 1 Job Reference (optional) -Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 29 14:09:04 2020 Page 1 ID:20VQZH in97x9G5M9NmJalQZ3Stx-yAFsK9mHV4tnyQaAlB W BgMinZTB2wpY1 kyOHzhyOXMj 1-4-0 6-2-7 9-0-0 15-10-11 22-9-5 29-8-0 32-5-9 38-8-0 0-0-0 -4-0 6-2-7 2-9-9 6-10-11 6-10-11 6-10-11 2-9-9 6-2-7 -4-0 Scale = 1:71.7 6x12 MT20HS = 6.00 12 3x12 MT20HS % 3.00 12 4x6 = 7x10 = 26 27 5 28 6 29 30 4x6 = 6x12 MT20HS = 3x12 MT20HS 6-2-7 8-8-0 15-10-11 22-9-5 1 30-0-0 32-5-9 38-8-0 6-2-7 2-5-9 7-2-11 6-10-11 7-2-11 2-5-9 6-2-7 Plate Offsets (X,Y)— [2:0-0-10,Edge], [4:0-9-4,0-2-8], [6:0-5-0,0-4-8], [7:0-9-4,0-2-8], [9:0-0-10,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.99 13-15 >468 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.24 13-15 >374 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.62 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 216 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6,6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. ' BOT CHORD 2x6 SP No.2 *Except* WEBS 1 Row at midpt 4-15, 7-13 2-16,9-12:2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=212(LC 11) Max Uplift 2=-920(LC 12), 9=-920(LC 12) Max Grav 2=1503(LC 1), 9=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4653/3213, 3-4=-4575/3156, 4-5=-5609/3855, 5-6=-5605/3849, 6-7=-5607/3852, 7-8=-4575/3177, 8-9=-4653/3229 BOT CHORD 2-17=-2759/4185, 16-17=-2781/4223, 15-16=-2386/3939, 13-15=-3473/5607, 12-13=-2425/3939,11-12=-2819/4223,9-11=-2797/4185 WEBS 4-16=-751/1192, 4-15=-1249/1874, 5-15=-462/498, 6-13=-422/495, 7-13=-1239/1871, 7-12=-761/1182 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Extedor(2) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 29-8-0, Extedor(2) 29-8-0 to 35-3-14, Interior(1) 35-3-14 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=920,9=920. 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. October 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, net• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 27/1 WATERSTONE T21736164 2000 B ELEVATION A16 Hip Truss 1 ? J Job Reference (optional) -Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 6.42U s LlCt 9 ZUZU MI I eK Incustnes, Inc. I nu Uct Zy 14:U9:uo zuzu rage 1 ID:20VQZHln97xgG5M9NmJalQz3Stx-RNoEXVnvFO?eaZ9Mrv2QMaE_2tW?fK BzcmrV8yOXMi 14-0 5-4-10 7-0-0 13-3-0 19-4-0 25-5-0 31-8-0 33-5-7 38-8-0 0-0-0 -4-0 5�-10 1-7-6 6-3-0 6-1-0 6-1-0 6-3-0 1-9 Scale = 1:70.2 5x6 = 5x8 = 5x6 = 5x8 = 6.00 12 5 6 7 5x6 = 2x4 -- 4 24 25 26 27 8 2x4 9 N 1.5x8 STP = Z3 1.5x8 STP = w 1 2 17 28 16 15 14 13 12 lc� 10 g' 2x4 II 2x4 I 29 11 IT 6x12 MT20HS = 4x10 MT20HS = 6x12 MT20HS = 5x8 = 46 = 3.00 12 4x6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 1.54 14 >302 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.97 Vert(CT) -1.59 14 >292 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(CT) 0.70 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 530 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-5-12 oc purlins. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 2-17,10-12: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-172(LC 6) Max Uplift 2=-2125(LC 8), 10=-2125(LC 8) Max Grav 2=3590(LC 13), 10=3590(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-12445/6975,3-4=-12843/7217,4-5=-1264517110,5-6=-19330/11281, 6-7=-19330/11281, 7-8=-12520/7110, 8-9=-1271717217, 9-1 0=-1 2326/6975 BOT CHORD 2-17=-6228/11536, 16-17=-9992/17781, 14-16=-9992/17781, 13-14=-9992/17625, 12-13=-9992/17625, 10-12=-6225/11299 WEBS 4-17=-2607/4995, 5-17=-5477/3321, 5-16=0/391, 5-14=-1120/1856, 6-14=-804/775, 7-14=-1120/1858, 7-13=0/391, 7-12=-5476/3321, 8-12=-2607/4943, 3-17=-548/950, 9-12=-551 /962 NOTES- 1) 3-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-4-0 oc, Except member 17-5 2x4 - 1 row at 0-9-0 oc, member 5-16 2x4 -1 row at 0-9-0 oc, member 14-5 2x4 -1 row at 0-9-0 oc, member 6-14 2x4 - 1 row at 0-9-0 oc, member 14-7 2x4 -1 row at 0-9-0 oc, member 7-13 2x4 - 1 row at 0-9-0 oc, member 12-7 2x4 - 1 row at 0-9-0 oc, member 17-3 2x4 - 1 row at 0-9-0 oc, member 12-9 2x4-1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 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 Ot=lb) ,ontftM[ Wirt IA0125 October 292020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and prop edy Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPlf Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 27/1 WATERSTONE 2000 B ELEVATION A16 Hip Truss 1 T21736164 Job Reference (optional) ..�._ .; --- tries a .ay, r�l, ndnr i ny, rL - a600/, 6.4ZU S UCt 9 zuzu MI I-ek Industries, Inc. Thu Oct 29 14:09:06 2020 Page 2 NOTES- ID:20VQZHln97x9G5M9NmJalQz3Stx-vZMclrnY0i7VC)kYPcZfvnn9nHsEOnEKCGV01 ayOXMh 11) Girder carries hip end with 7-0-0 end setback. „12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down and 391 lb up at 31-8-0, and 802 lb down and 391 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-8=-112(F=-58), 8-11=-54, 18-28=-20, 17-28=-42(F=-22), 12-17=-42(F=-22), 12-29=-42(F=-22), 21-29=-20 Concentrated Loads (lb) Vert: 28=-475(F) 29=-475(F) ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MITe�• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P11 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Type Qty Ply LOT27/1 WATERSTONE VBOUISA T21736165 2000 B ELEVATION GABLE 1 1 Job Reference (optional) tsunaers mrstsource (Plant City, I-L), F'lant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 29 14:09:06 2020 Page 1 I D:2H ENbgKpKuCLMGubem975iyKvFi-vZMclmYOi7VCjkYPcZfvnnHhH4_OtQKCGV01 ayOXMh -1-4-0 6-4-0 12-8-0 14-0-0 1-4-0 6-4-0 6-4-0 4x6 = 0- Scale=1:24.6 12-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.00 9 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 9 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 58 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puriins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-8-0. (lb) - Max Horz 2=-158(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 14, 10 except 2=-200(LC 12), 8=-200(LC 12), 13=-132(LC 12), 11=-132(LC 12) Max Grav All reactions 250 Ib or less at joints) 2, 8, 12, 13, 14, 11, 10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-83/288, 5-6=-84/299 WEBS 4-13=-135/380, 3-14=-141/294, 6-11 =-I 34/380, 7-1 0=-1 41/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 6-4-0, Comer(3) 6-4-0 to 10-4-0, Exterior(2) 10-4-0 to 14-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip D OL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 cc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 10 except Qt=lb) 2=200, 8=200, 13=132, 11=132. October 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply LOT 27/1 WATERSTONE TB'OU2 T21736166 2000 B ELEVATION Common 5 1 Job Reference (optional) - Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 29 14:09:07 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQZ3Stx-NlwyAoAn?FMptJlzK4uR?KL5h I17Km UQwFxaOyOXMg -1-4-0 6-4-0 12-8-0 14-0-0 1-4-0 6-4-0 6-4-0 1-4-0 5x8 = Scale = 1:25.4 3x4 = 3x4 = 12-8-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.10 6-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.26 BC 0.59 Vert(CT) -0.08 6-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 4 n/a rile BCDL 10.0 Code FBC2017fTPI2014 Matrix -AS Weight: 49 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP ND.3 REACTIONS. (size) 2=0-8-0, 4=0-8-0 Max Horz 2=158(LC 11) Max Uplift 2=-378(LC 12), 4=-378(LC 12) Max Grav 2=541(LC 1), 4=541(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-656/882, 34=-656/882 BOT CHORD 2-6=-474/532, 4-6=-474/532 WEBS 3-6=-48/282 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 6-4-0, Comer(3) 6-4-0 to 10-4-0, Exterior(2) 10-4-0 to 14-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=378, 4=378. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. October 29,2020 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ��• Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Piy LOT2711 WATERSTONE T21736167 2000 B ELEVATION 006 Common 2 1 Job Reference (optional) Builders Htrstsdurce (Hlant city, FL), want city, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 29 14:09:08 2020 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-ryUMAWpoYJNDRI uxX1 b7_CsVM4d2sn?dfa_V6SyOXMf -1-4-0 6-4-0 12-8-0 1-4-0 6-4-0 6-4-0 5x8 = 3x6 = 3x6 = Scale = 1:24.3 M 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.11 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.09 5-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 47lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 4=0-8-0, 2=0-8-0 Max Horz 2=152(LC 11) Max Uplift 4=-257(LC 12), 2=-385(LC 12) Max Grav 4=465(LC 1), 2=544(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-668/924, 3-4=-652/965 BOT CHORD 2-5=-628/542, 4-5=-628/542 WEBS 3-5=-80/284 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 6-4-0, Corner(3) 6-4-0 to 10-4-0, Exterior(2) 10-4-0 to 12-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 4=257, 2=385. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. October 29,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51IW2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSh7P/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Type Qty Ply LOT 27/1 WATERSTONE Tcriu T21736168 2000 B ELEVATION Jack -Open 7 1 Job Reference o tional - ouuuers ruslauurce trlarlr ury, rL1, ream L ny, rL - J3013 f, 6.4ZU S Uct 9 ZUZU MI I eK Inaustrles, Inc. I nu Uct 29 14:U9:U8 ZUZU Page 1 ID:20VQZH In97x9G5M9NmJalQZ3Stx-ryUMAWpoYJNDRI uxX1 b7_Csbd4mgsohdfa_V6SyOXMf -1-4-0 _ 0-11-4 ' 1-4-0 0-11-4 Scale =1:7.6 1-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=-227(LC 12), 4=-15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) 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=6.Opsf; h=25ft; 13=45ft; L=40ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=227. October 29,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 mv.5/19/2020 BEFORE USE. ' Design valid for use only with MTek0 connectors. This design Is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply WATERSTONE T21736169 2000 B ELEVATION C1 P JACK -OPEN 4 1 �LOT27/`I Job Reference (optional) oumuarb rubtaource triant t.ny, t-Lj, rant ary, rL - sSab7, 0.42u s uct a zuzu mi I eK inaustnes, Inc. I nu uct 29 14:U9:U9 2U20 Page 1 ID:oHrRCdpcl quXgUg6?iPJRzdjtT-J821NsgQJdV43BT7416MXQPmNU6vbFwnuEk2evyOXMe -1-4-0 0-11-0 1-4-0 0-11-4 1 0-11-4 Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 5 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=04-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-6(LC 9), 2=-246(LC 12), 4=-23(LC 17) Max Grav 3=17(LC 12), 2=158(LC 1), 4=37(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 13=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=246. October 29,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type City Ply LOT 27A WATERSTONE TC T21736170 2000 B ELEVATION JACK -OPEN 1 1 Job Reference (optional) • Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 29 14:09:10 2020 Page 1 ID:mMg1 pKnMQsfOZioRmROHYCzMWVQ-nKc7aCg24wdwgLl KeSdb3dy0_uS2KiAw7uTcALyOXMd 0-11-4 0-111-4 2x4 = 0-11-4 0-11-4 Scale = 1:6.9 Plate Offsets (X,Y)— [1:0-0-010-0-41 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 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 puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=29(LC 12) Max Uplift 1=-11(LC 12), 2=-20(LC 12), 3=-8(LC 12) Max Grav 1=35(LC 17), 2=22(LC 17), 3=17(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8. MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 100 lb uplift atjoint(s) 1, 2, 3. October 29,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MTekOO connectors. This design is based only upon parametersshown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TFl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Salefylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply LOT 2711 WATERSTONE Tcrluv T21736171 2000 B ELEVATION Jack -Open Truss 4 1 Job Reference (optional) ounueis mrstocurce trlant uny, raj, riant r,lry, rL- 10001, 0 o.4zu s uct a /uzu MI I eK tnausmes, Inc. i nu uct Zy 14:Uy:iu 2uzu rage 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-nKc7aCg24wdwgL1KeSdb3dyw7uR8KiAw7uTcALyOXMd 0-11-0 0-11-0 Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 5 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-4(LC 9), 2=-211(LC 12), 4=-14(LC 1) Max Grav 3=18(LC 12), 2=158(LC 1), 4=41(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=211. October 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek@ connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informalfon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Trus Type Qty Ply LOT 27/l WATERSTONE 2000 B ELEVATION C3 �Jacs-Open 7 1 T21736172 Job Reference (optional) v • � Y, 11..I,n 11. 0.9ZV S V Vr y 4ucu mi I eK mousines, Inc. I nu uci z`.i 14:UV:1 I zWZU Page 1 ID:20 VQZH 1n97x9G5M9NmJalQZ3Stx-FXAVoYrgrEln I U cW CA9gcrU5t I n_39 Q3LYD9j nyOXMc -1-4-0 2-11-4 1-4-0 2-114 Scale = 1:12.7 2-11-4 2-114 Plate Offsets (X,Y)— [2.0-0-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber-DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 12 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-62(LC 12), 2=-183(LC 12) Max Grav 3=70(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc 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=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Ot=lb) 2=183. October 29,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5110/2020 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 a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply=Ptional) TONE 2000 B ELEVATION C3P JACK -OPEN 4 T21736173 oumuers nrsiSuurce (Piani City, FL), !ant City, FL - 3356 f, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 29 14:09:12 2020 Page 1 ID:oHYiRCdpc1 quXgUg6?iPJRzdjtT jjkt?uslcYteweBimtg3821 Gdi55ocgDaCyiFEyOXMb -1-4-0 2-11-4 1-4-0 2-11-4 Scale = 1:12.7 2-11-4 LOADING (psil) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) 0.02 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Grav 3=62(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (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=6.Opsf; h=25ft; 13=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 4 except Qt=lb) 2=245. October 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply LOT 2711 WATERSTONE TCr3SS T21736174 2000 B ELEVATION JACK -OPEN 1 1 Job Reference o lional uunumJ r II JlJUU1GC t....Il filly, ram), ...... "'y' rl. - J000 r, o.4zu s L)m v zuzu mi I eK inuusines, Inc. I nu UCI z`p I gwv:I z zuzu rage 1 ID:m Mq 1 pKnMQsfOZioRmROHYCzMW VQ &?us IcYteweBimtg3821 KFi69ocgDaCy FEyOXMb 2-11-4 2-11-4 Scale: 1"=1' 2x4 = 3 2-11-4 2-11-4 Plate Offsets (X,Y)— (1:Edge,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.16 Vert(CT) -0.01 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Cade FBC2017rrPI2014 Matrix -MP Weight: 9 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=89(LC 12) Max Uplift 1=-36(LC 12), 2=-77(LC 12), 3=-6(LC 12) Max Grav 1=108(LC 17), 2=78(LC 17), 3=51(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCD L=6.0psf, h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8r MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. October 29,2020 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 mv. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameter: shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply LOT 27/1 WATERSTONE TC3V T21736175 2000 B ELEVATION Jack-0pen Truss 4 1 Job Reference o tional ouuuer5 rlrsunou ce Imam uiry, r-Ll, mant L ny, t-L- 330br, S.4zu s uci a ZUZU MI I eK Inaustfles, Inc. I nu uct zu i4:u9:14 2uzu Nage 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-g6reQatZ898M9yL5tliXET6c6VpVGVAWI WRpK6yOXMZ -14 -0 2-114 1-4-0 2-11-4 N M N O 1 Scale = 1:12.7 I Plate Offsets (X,Y)-- [2:0-0-15,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.01 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-67(LC 12), 2=-174(LC 12) Max Grav 3=72(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=174. October 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ° Design valid for use only with MITek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iviiTek" is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see A1VS117Pl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply LOT 27l1 WATERSTONE T21736176 2000 B ELEVATION CS Jack -Open 7 1 Job Reference (optional) irstaource (runt uty, rL), rant Laty, I-L - 33b67, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 29 14:09:16 2020 Page 1 I D:20VQZH In97x9G5M9 NmJalQz3StxcUzOrFvpgmO40 G VT?j k?JUCwCJ Q IkPfoVgwwO?yOXMX -14-0 4-11-4 1-4-0 4-11-4 3x4 = Scale = 1:17.6 4-11-4 Plate Offsets (X,Y)— [2:0-1-410-0-21 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) UdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.41 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 18 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Grav 3=133(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Extedor(2) 2-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 3=128, 2=196. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. October 29,2020 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5110/2020 BEFORE USE. �• Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety/nformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss rusTypeQty Ply LOT27l1 WATERSTONET21736177 2000 B ELEVATION C5P - �Jacksopen 4 1 Job Reference o tional t• �•• ^n • �n �•� "^y• ��� �, o.vcu s Uci a ZVZU Mi t eK mausines, inc. I nu uct 28 14:u9:l / 2u2U Pagel ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-4gXm2bwRR4 WxOP4gYQFEr6k10jgOTsvykUgTwRyOXMW -4-0 4-11-4 Scale = 1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.16 4-7 >361 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) 0.15 44 >402 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-145(LC 12), 2=-300(LC 12), 4=-81(LC 12) Max Grav 3=120(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Extedor(2) 2-8-0 to 4-10-8 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=145, 2=300. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. October 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid far use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicabilityof design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11Tpl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply LOT 27/1 WATERSTONE T21736178 2000 B ELEVATION C5S JACK -OPEN 1 1 Job Reference o tional Builders FlrstSouroe (Plant City, FL), Plant City, FL - 33567. 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 29 14:09:17 2020 Page 1 ID:mMg1 pKnMQsfOZioRm ROHYCzM W VQ-4gXm2bwRR4WxOP4gYQFEr6k6VjkZTsvykUgTwRyOXMW 4-11-4 4-11-4 Scale=1:16.9 3x4 = 4- 1-4 4-11-4 Plate Offsets (X,Y)— [1:0-1-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.07 3-6 >869 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.05 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 16 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=151(LC 12) Max Uplift 1=-63(LC 12), 2=-138(LC 12), 3=-3(LC 12) Max Grav 1=184(LC 17), 2=137(LC 17), 3=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except Qt=lb) 2=138. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. October 29,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing iViiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply WATERSTONE �Qty T21736179 2000 B ELEVATION C5V Jack -Open Truss 4 1 �LOT27/`I Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 29 14:09:18 2020 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-Yt58Gxx3COeceZfs68nTOJHFv64uCJ95y8P1 TtyOXMV i_ -1.4-0 4-11-4 1-4-0 ' 4-11-4 3X4 Scale = 1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.59 Vert(LL) 0.07 4-7 >888 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 18 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SIP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=214(LC 12) Max Uplift 3=-133(LC 12), 2=-189(LC 12) Max Grav 3=134(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=133, 2=189. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. October 29,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/10/2020 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTP/1 Quality Criteria, DSB-89 and BCS/ Building Component Blvd. e East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parke 3ast Job s Truss Type Ply LOT 2711 WATERSTONE TIrols. T21736180 2000 B ELEVATION HipGirder �Qty 1 1 Job Reference (optional) .,..n�c,a narouui ce tr-iau �.ny. ��1, r-,ein �.ny, r� - 0000r, o.4ZU s Uc[ u zuzu mi I eK Inaustnes, Inc. I nu LICt 29 14:U9:19 2020 Page 1 ID:mMg1 pKnMQsfOZioRm ROHYCzM W VQ-03fXTHxiyhmfFjD2grliwXgOCW K_xZgFBo9a?KyOXMU -1-4-0 7-0-0 13-6-0 20-M 27-M 28-4-0 1.4-0 7-0-0 6-6-0 6-6-0 7-0-0 1-4-0 Scale: 1/4"=1' NAILED Special 5= NAILED x8 Special NAILED NAILED 3x6 II NAILED NAILED 5x8 = 3 17 18 194 20 21 22 5 4x6 2x4 II NAILED NAILED 5x8 — NAILED NAILED 2X4 II 4x6 — = — — Special NAILED Special NAILED 13-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.75 Vert(LL) 0.35 9 >936 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.42 8-9 >778 180 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.13 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 123 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-3-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=172(LC 7) Max Uplift 2=-1396(LC 8), 6=-1396(LC 8) Max Grav 2=2139(LC 1), 6=2139(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4125/2540, 3-4=-4777/3083, 4-5=-4777/3083, 5-6=-4125/2540 BOT CHORD 2-10=-2077/3683, 9-10=-2080/3709, 8-9=-2080/3643, 6-8=-2077/3618 WEBS 3-10=-66/726, 3-9=-879/1374, 4-9=-899/996,5-9=-879/1374, 5-8=-66/726 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1396, 6=1396. 7) "NAILED" indicates 3-1 Old (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NOS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 314 lb down and 407 lb up at 7-0-0, and 314 lb down and 407 lb up at 20-0-0 on top chord, and 397 lb down and 170 lb up at 7-0-0, and 397 lb down and 170 lb up at 19-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 11-14=-20 Concentrated Loads (lb) Vert:3=-149(F) 5=-149(F) 10=-392(F) 8=-392(F) 17=-117(F) 18=-117(F) 19=-117(F) 20=-117(F) 21=-117(F) 22=-117(F) 23=-59(F) 24=-59(F) 25=-59(F) 26=-59(F) 27=-59(F) 28=-59(F) October 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iViiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety/ntormafion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 27/1 WATERSTONE T21736181s 2000 B ELEVATION Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 29 14:09:20 2020 Page 1 ID:mMq 1 pKnMQsfOZioRmROHYCzM W VQ-UFCvhdyKj?u WttoFEZpxTkMc2whUgAKOQSu7XmyOXMT -1-4-0 6-3-6 9-0-0 13-6-0 18-0-0 20-8-10 27-M 1-4-0 6-3-6 2-8-10 4-6-0 4-6-0 2-8-10 6-3-6 3 0 4x6 = 3x4 = 20 21 5 22 4x6 = Scale: 1/4"=l' P = 3x6 = 3x8 = 3x4 = 3x8 = 3x6 = 9-0-0 Plate Offsets (X,Y)— [2:0-6-010-0-61,[8:0-6-0,0-0-61 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.17 9-14 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.78 Vert(CT) -0.31 9-14 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.21 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -AS Weight: 128 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 2=0-8-0 Max Horz 2=207(LC 11) Max Uplift 8=-559(LC 12), 2=-680(LC 12) Max Grav 8=997(LC 1), 2=1073(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1755/1372, 3-4=-1550/1254, 4-5=-1353/1167, 5-6=-1358/1155, 6-7=-1556/1242, 7-8=-1764/1363 BOT CHORD 2-11=-1130/1533, 9-11=-989/1488, 8-9=-1103/1544 WEBS 3-11=-338/444, 4-11=-381/536, 5-11=-278/290, 5-9=-274/272, 6-9=-383/542, 7-9=-349/453 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 18-0-0, Extedor(2) 18-0-0 to 23-7-14, Interior(1) 23-7-14 to 27-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=559, 2=680. 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. October 29,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek) connectors. This design is based only upon parameters shown, and is for an individual building component, not�- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP17 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 27/1 WATERSTONE T21736182 2000 B ELEVATION D03 Hip Girder 1 Job Reference o tional ?1 0 ••• •��•�•- r •�••• �••n • �n •�• •• �•�- ��� o.- a uut v cucu mi t eK umusines, inc. i nu VCI zd 'l4:uV:Z1 zuzu rage 1 ID:m Mql pKnMQsfOZ oRmROHYCzMW VQ-zSm HuzzyUJONVI NRnGKADk7K3KPRuYe6eh3CyOXMS 9-9-0 13-6-0 17-0-0 21-10-11 27-0-0 5-1-5 4-7-12 3-9-0 3-9-0 4-7-12 6x8 = 3x8 = 6x8 = 3 19 4 20 5 HTU2f 5x12 = HTU26 3x8 II 4x10 MT20HS = 2x4 II HTU26-2 7x10 = HTU26 3x8 II HTU26 5x12 = 1.5x8 STP = HTU26 7x10 = HTU26 HTU26 HTU26 9-9-0 Scale: 1/4"=1' Ia 0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.78 BC 0.67 WB 0.96 Matrix -MS DEFL. in Vert(LL) 0.31 Vert(CT) -0.36 Horz(CT) 0.11 (loc) I/defl Ud 8-9 >999 240 8-9 >881 180 7 n/a n/a PLATES MT20 MT20HS Weight: 373 lb GRIP 244/190 1871143 FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-2-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Horz 1=-195(LC 6) Max Uplift 1=-3865(LC 8), 7=-5461(LC 8) Max Grav 1=5975(LC 1), 7=9164(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12651/8254, 2-3=-10884/7008, 3-4=-9848/6431, 4-5=-10942/6810, 5-6=-12097/7436, 6-7=-1620419732 BOT CHORD 1-13=-7258/11225, 12-13=-7258/11225, 10-12=-6572/10796, 9-10=-6572/10796, 8-9=-8643/14499,7-8=-8643/14499 WEBS 2-13=-1024/1471, 2-12=-1701/1352, 3-12=-2810/4461, 4-12=-1827/764, 4-10=-598/1083, 4-9=-170/622, 5-9=-3028/5042, 6-9=-4163/2487, 6-8=-1856/3402 NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 1, 7 considers parallel to grain value using ANSI/TPI 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 (jt=lb) 1=3865, 7=5461. 11) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 9-4-3 oc max. starting at 0-4-0 from the left end to 13-9-4 to connect truss(es) to back face of bottom chord. 12) Use Simpson Strong -Tie HTU26-2 (20-1 Od Girder, 14-10d Truss, Single Ply Girder) or equivalent at 15-11-8 from the left end to connect truss(es) to back face of bottom chord. :ontinued on page 2 n.-�—L. nn nnnn ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE, Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. D 20601 Tampa, Parke 36610 East Job Truss Truss Type 27/1 WATERSTONET21736182 2000 B ELEVATION D03 Hip Girder =QtyPlyLOT n„aa.. ---- Job Reference (optional) -- --•- • �••• �••> • �1, a.„ rn - oo0 ts.lizu s uct B zuzu MI I eK Industries, Inc. Thu Oct 29 14:09:22 2020 Page 2 NOTES- ID:m Mq 1 pKnMQsfOZioRm ROHYCzMW VQ-ReKf6J_aFc8D6BydLzrPY9SutkPZ8u8htmNEcfyOXMR 13) Use Simpson Strong -Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 17-10-12 from the left end to 25-10-12 to connect truss(es) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1484 lb down and 1214 lb up at 6-4-12, 782 Ib down and 549 lb up at 8-4-12, and 782 lb down and 549 Ib up at 10-4-12, and 782 lb down and 549 lb up at 12-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 1-16=-20 Concentrated Loads (lb) Vert: 1=-20(B) 10=-620(B) 8=-1409(B) 18=-1412(B) 21=-86(B) 22=-160(B) 23=-1484 24=-782 25=-782 26=-782 27=-1417(B) 28=-1413(B) 29=-1413(B) 30=-1409(B) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent 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 buss systems, see ANS117P11 Quality Criteria, DSB-89 and BCSI Building Component Blvd. e East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, 6904 Parke East Jab Truss Truss Type Qty Ply LOT 27/1 WATERSTONE T21736183 2000 B ELEVATION E4 Roof Special 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 29 14:09:22 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-ReKf6J_aFc8D6 BydLzrPY9S_5kV?878htm NEcfy0XMR -11-0 3-8-8 1-4-0 ' 3-8-8 Scale = 1:14.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.02 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 4=Mechanical, 2=0-8-0 Max Horz 4=176(LC 12) Max Uplift 3=-88(LC 12), 2=-186(LC 12) Max Gram 3=94(LC 17), 4=64(LC 3), 2=220(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 2-4=-99/448 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 3-7-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=186. October 29,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply LOT27/1 WATERSTONE TEr4A T21736184 2000 B ELEVATION Roof Special 2 1 Job Reference (optional) tiulloers FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industdes, Inc. Thu Oct 29 14:09:22 2020 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-ReKf6J_aFc8D6 BydLzrPY9S_bkSt878htmNEcfyOXMR 3-8-8 388 Scale=1:13.9 3x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.42 Vert(LL) 0.04 3-6 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) 0.03 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 12lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=Mechanical, 1=0-8-0, 3=Mechanical Max Horz 3=113(LC 12) Max Uplift 2=-100(LC 12), 1=-47(LC 12), 3=-6(LC 12) Max Grav 2=100(LC 17), 1=137(LC 17), 3=66(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 1-3=-78/320 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 1, 3. October 29,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not�- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Qty Ply LOT 27/1 WATERSTONET21736185 2000 B ELEVATION E7 �Taussype ck-Open 12 1 Job Reference (optional) -•- -• •- �• . •-• •• --•v. • - ����. , 6.4ZU s Uct a zuzu MI i eK Inclustnes, Inc. I nu Uct 29 14:09:23 2020 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-vqulJf COwG4kKXgvhMe5N-2d7ihtaOg6Q7o85yOXMQ 7-0-0 1-4-0 7-0-0 3x6 = 7-0-0 7-0-0 Scale=1:24.4 Plate Offsets (X,Y)— f2:0-0-4 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 11defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.21 4-7 >399 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.19 4-7 >432 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 24 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-195(LC 12), 2=-217(LC 12) Max Grav 3=198(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 3=195, 2=217. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. October 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicabilityof design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the piTek` fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss r Qty Ply LOT 27/1 WATERSTONET21736186Jo00 7Jackopen B ELEVATION 4 1 Job Reference (optional) ••-•--��•�� v •-••• n n •�••• �••„ �-.�..�, —a Ucr a 4UZU MI IeK ❑10U51r1e5, Inc. Inu UCt Ze 14:u8:242uzu Nage l ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-N1 SQ W_?gnEOxMU60TOttdaXEBX2Lcl e_L4sLgXyOXMP -1-4-0 7-0-0 1 4-0 7-0-0 z 5 Scale = 1:22.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.21 4-6 >388 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) 0.19 4-6 >439 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 30 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=280(LC 12) Max Uplift 3=-189(LC 12), 2=-367(LC 12), 4=-144(LC 12) Max Grav 3=163(LC 17), 2=336(LC 1), 4=138(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=6.Opsf; h=25ft; 13=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-M, Exterior(2) 2-8-0 to 6-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=189,2=367,4=144. 6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. October 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11noll Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 6904 Parke East Blvd. , D 20601 Tampa, Parke 3ast Job Truss Truss Type Qty Ply LOT 27/1 WATERSTONE 2000 B ELEVATION E7V Jack -Open Truss 14 1 T21736187 MAHory 1=t-M„ . -e roh„r re., of I o1.,...1U.. Job Reference (optional) 21 r, • 8.420 s Oct a [U2U MI I eK Inoustnes, Inc. Thu Oct 29 14:09:24 2020 Page 1 ID:20VQZHln97x9G5M9NmJaIQz3Stx-N1 SQW_?gnEOxMU60TOttdaXFTX4gcOl_L4sLgXyOXMP -1-4-0 4-3-9 7-0-0 1-4-0 4-3-9 2-8-7 3x6 Scale = 1:23.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.34 6-9 >244 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) 0.28 6-9 >301 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.03 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=-130(LC 12), 2=-210(LC 12), 5=-63(LC 12) Max Grav 4=155(LC 17), 2=336(LC 1), 5=128(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-274/94 WEBS 3-6=-89/292 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Extedor(2) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at)oint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 4=130,2=210. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. October 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Duality Criteria, DSB-99 and SCSI Building Component Blvd. Tampa, 6904 Parke 3aste East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 _]: Job Truss Truss Type City E 2000 B ELEVATION G01S Hip Girder 1 T21736188 =Reference '-- - ••—•------ r •—••• --•v, —n o. ..nx, � - o.,+zu s uct y 2uzu mi i eK inoustnes, Inc. Thu Oct 29 14:09:25 2020 Page 1 ID:20VQZH In97x9G5M9NmJa1Qz3Stx-rDOokKOSYXWo_ehCO6P6An3StxNTLPm7ZkcuCzy0XMO -1 4-0 3-9 4 7-0-0 9-10-0 12-M 15-10-12 19-M 1 4-0 3-9 4 3-2-12 2-10-0 2-10-0 3-2-12 3-9-4 46 = 3x4 = 17 5 4x6 = Scale = 1:35.8 T _o A TT P O 3x4 = 3x8 = 5x8 = 3x4 = 3-9-4 7-0-0 9-10-0 12-8-0 15-10-12 19-8-0 3-9-4 3-2-12 2-10-0 2.1n-n a_5� Plate Offsets (X,Y)— [2:0-0-4 Edge] [8:0-0-4 Edge] [9.0-2-12 0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Well Ud PLATES GRIP TCLL 20.0 ' Plate Grip DOL 1.25 - TC 0.61 Vert(LL) 0.23 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.24 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(CT) -0.08 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 96 lb FT = 20% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 8=Mechanical, 2=0-8-0 Max Horz 2=166(LC 7) Max Uplift 8=-1097(LC 8), 2=-1194(LC 8) Max Grav 8=1433(LC 1), 2=1504(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-6 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2817/2188, 3-4=-2639/2097, 4-5=-2359/1941, 5-6=-2347/1985, 6-7=-2666/2174, 7-8=-2837/2274 BOT CHORD 2-1 0=-1 869/2481, 9-1 0=-1 906/2486, 8-9=-1953/2510 WEBS 3-10=-289/198, 4-10=-545/849, 5-10=-255/304, 5-9=-271/283, 6-9=-503/863, 7-9=-298/222 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 8=1097, 2=1194. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 lb down and 344 lb up at 7-0-0, 112 lb down and 195 lb up at 9-0-12, and 112 lb down and 195 lb up at 10-7-4, and 190 lb down and 344 lb up at 12-8-0 on top chord, and 386 lb down and 279 lb up at 7-0-0, 84 lb down and 28 lb up at 9-0-12, and 84 lb down and 28 lb up at 10-7-4, and 386 lb down and 279 lb up at 12-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 6-8=-54, 11-14=-20 continued on page 2 October 29,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mil7ek0 connectors. This design is based only upon parameters shown, and Is for an Individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPll Quality Criteria, DSB-89 and SCSI Building Component Safety/ntormation available fm6904 Parke East Blvd. m Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, Parke 3ast Job Truss Truss Type Qty Ply LOT 2711 WATERSTONE 2000 8 ELEVATION G01S Hip Girder 1 1 T21736188 — Job Reference o liana/ uau ma, ui -nu uut za w:ua:zo zueu rage z ID:20VQZH In97x9G5M9NmJalQz3Stx-rDOokKOSYXWo_eh CO6P6An3StxNTLPm7ZkcuCzyOXMO LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 4=-143(B) 6=-143(B) 9=-386(8) 10=-386(B) 17=-112(B) 18=-112(B) 20=-63(B) 21=63(B) C ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5119/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component Blvd. e East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parkrk 3ast Job Truss Type Qly Ply LOT 27/1 WATERSTONE 2000 B ELEVATION TG'02S Hip 1 1 T21736189 p Job Reference (optional iers FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 29 14:09:26 2020 Page 1 I D:20 VQZH In97x9G 5M 9 NmJ alQz3Stx-1 PaAxg 15Jref b oG OapwLj?caO Lm 04vB HoNLSIQyOXMN -1-4-0 6-3-3 9-0-0 10-8-0 13-4-13 19-8-0 1-0-0 6-3-3 2-8-12 1-8-0 2-8-13 6-3-3 Scale=1:35.1 4x6 = 46 = 3x6 = 4x6 = 3x4 = 3x4 = 3x6 = 1 9-0-0 1-8-0 9-0-0 Plate Offsets (X,Y)— [2:0-2-12 0-1-8j [7:0-2-12 0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.18 8-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.30 8-13 >780 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS . Weight: 89 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=207(LC 11) Max Uplift 7=-405(LC 12), 2=-529(LC 12) Max Grav 7=725(LC 1), 2=802(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1163/1135, 3-4=-951/1006, 4-5=-805/937, 5-6=-953/1033, 6-7=-1169/1209 BOT CHORD 2-10=-853/1018, 8-10=-501/805, 7-8=-869/1014 WEBS 3-10=-377/525, 4-10=-339/357, 5-8=-449/371, 6-8=-389/638 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Extedor(2) 2-8-0 to 19-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members: 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=405,2=529. 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. October 29,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I1912020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 27/1 WATERSTONE 2000 B ELEVATION G06S Common 1 1 T21736190 Ruilrtarc Piret50urce !P!ant cm, rr 1 oi�.,. n:,., r Job Reference o tional ---- -- - - ^� 8.42u s Oct a zu2u Mi I ex Industries, Inc. Thu Oct 29 14:09:27 2020 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-nc8Y902j49m WDyrb8XRaFCgmbl3ppK7Q115?HsyOXMM 1 4-0 5-5-5 9-10-0 14-2-11 19-M 1-4-0 5-5-5 4-4-11 4-4-11 5-5-5 4x6 = 3x6 = 5x8 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 TCDL 7.0 Lumber DOL 1.25 BC 0.86 BCLL 0.0 Rep Stress Incr YES WB 0.27 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 6=-405(LC 12), 2=-529(LC 12) Max Grav 6=725(LC 1), 2=802(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1203/1452, 3-4=-919/1124, 4-5=-920/1174, 5-6=-1210/1511 BOT CHORD 2-7=-1174/1080, 6-7=-1164/1061 WEBS 4-7=-579/574, 5-7=-406/680, 3-7=-395/664 DEFL. in (too) I/deft Ud PLATES GRIP Vert(LL) 0.16 7-10 >999 240 MT20 244/190 Vert(CT) -0.31 7-10 >752 180 Horz(CT) 0.03 6 n/a n/a Scale=1:35.1 3x6 = Weight: 86 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 9-10-0, Comer(3) 9-10-0 to 13-10-0, Exterior(2) 13-10-0 to 19-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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 joint(s) except Ot=lb) 6=405, 2=529. 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. IT 0 October 29,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 101II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek®conneclors. This design is based only upon parameters shown, and is for an individual building component, not�� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI11"PI1 Quality Criteria, DSB-89 and BCSI Building Component Safety rm Infoation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. Tampa, Parke 36610 East D 20601 Job Truss Truss Type Qty Ply LOT 27/1 WATERSTONE 2000 B ELEVATION G07S Common 1 1 T21736191 Builders FirMS--i (Plant city FI ch..r ra., ci Job Reference (optional) - -'-- '-"' - ^�• 6.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 29 14:09:27 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQZ3Stx-nc8Y902j49m WDyrb8XRaFC9mbi3ppK7Q115?HsyOXMM -1-4-0 5-5-5 9-10-0 14-2-11 19-M 1-4-0 5-5-5 44-11 4-4-11 5-5-5 4x6 = 3x6 = 5x8 = Scale=1:35.1 3x6 = M Io LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES - Code FBC2017/TPI2014 CSI. TC 0.66 BC 0.86 WB 0.27 Matrix -AS DEFL. in Vert(LL) 0.16 Vert(CT) -0.31 Horz(CT) 0.03 (loc) I/defl Lid 7-10 >999 240 7-10 >752 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 86 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 6=-405(LC 12), 2=-529(LC 12) Max Grav 6=725(LC 1), 2=802(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1203/1452, 3-4=-919/1124, 4-5=-920/1174, 5-6=-1210/1511 BOT CHORD 2-7=-1174/1080, 6-7=-1164/1061 WEBS 4-7=-579/574, 5-7=-406/680, 3-7=-395/664 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf: h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 9-10-0, Conner(3) 9-10-0 to 13-10-0, Exterior(2) 13-10-0 to 19-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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 joint(s) except U't=lb) 6=405, 2=529. 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. October 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not�� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCS/ Building Component Blvd. e East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parke 36610 East I Job Truss Truss Type City Ply=LOT27/1RSTONE 2000 B ELEVATION G08S Roof Special Girder 1 T21736192 anilriorc GL�'S PI t C't FL (optional) a ource ( an I y, ), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 29 14:09:28 2020 Page 1 I D:20VQZH In97x9G 5 M9Nm Jal Qz3Stx-FohwMM2 LrSu N r6 Pn i EypoQhyo8QaYl4aFh qZp IyOXML 5-3-7 9-10-0 15-11-8 20-6-2 25-1-8 29-8-8 32-4-0 35-2-12 38-8-0 0-0-0 5-3-7 4-6-9 6-1-8 4-6-10 4-7-6 4-7-0 2-7-8 2-10-12 3-5-0 1-4-0 5x6 = 6.00 12 Scale = 1:69.5 3x6 3x8 = 3x6 = 3x4 = 1.5x8 STP = 3x4 = 1.5x8 STP = 2x4 II 3x4 V 3x6 = = - = 5x6 = 3x6 = 3x4 = J 5-3-7 9-10-0 15-11-8 19-4-0 22-1%0 26-3-11 26 -0 29-8-8 32.4-0 3-11-0 38-8-0 5-3-7 4-6-9 6-1-8 3-4-8 3-6-0 3-5-10 0 -6 3-4-8 2-7-8 1-7-0 Plate Offsets (X,Y)— [1:0-6-0 0-0-21 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.18 20-23 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.39 20-23 >600 180 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.02 10 . n/a n/a BCDL 10.0 Cade FBC2017/TPI2014 Matrix -MS Weight: 187 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 l REACTIONS. All bearings 0-8-0 except Qt=length) 1=Mechanical. (lb) - Max Horz 1=-224(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 1=-359(LC 8), 17=-867(LC 8), 14=545(LC 8), 10=-353(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 1=640(LC 1), 17=1270(LC 1), 14=804(LC 18), 10=509(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1017/638, 2-3=-724/452, 3-4=-716/448, 4-5=-467/304, 5-6=-390/740, 6-7=-19/360, 7-8=-120/337, 8-9=-508/304, 9-10=-538/270 BOT CHORD 1-20=-415/975, 18-20=-215/596, 17-18=-96/433, 16-17=-494/270, 14-16=-275/92, 13-14=-80/366,12-13=-85/367, 10-12=-58/402 WEBS 2-20=-411/374, 3-20=-171/419, 5-18=-135/350, 5-17=-1348/764, 6-17=-566/570, 6-16=-93/252, 7-14=-352/394, 8-14=-768/434, 4-18=-350/239 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=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 ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 lb uplift atjoint 1, 867lb uplift at joint 17, 545 lb uplift atjoint 14 and 353 lb uplift at joint 10. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 111 lb up at 19-8-12, 66 lb down and 103 lb up at 21-8-12, and 66 lb down and 103 lb up at 23-11-4, and 72 lb down and 111 lb up at 25-11-4 on top chord, and 29 lb down and 31 lb up at 19-8-12, 24 lb down and 21 lb up at 21-8-12, and 24 lb down and 21 lb up at 23-11-4, and 29 lb down and 31 lb up at 25-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard ;ontinued on page 2 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P11 Quality Criteria, DSB-89 and BCS/ Building Component Blvd. Tampa, 6904 Parke Easte East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 I b Job Truss Truss Type City Ply LOT 27/1 WATERSTONE 2000 B ELEVATION G08S Roof Special Girder 1 1 T21736192 Builderq Firgt.Rni irrn lPlant r:ifv PIN Dl— pi- ❑i Job Reference (optional)' ---- vu i en niuusuins, uic. I nu uct Zy 14:uv:Zd ZUZU Page 2 ID:20VQZH In97x9G5M9NmJalQZ3Stx-FohwMM2LrSuNr6PniEypoQhyo8QaYl4aFhgZpIyOXML LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-8=-54, 8-9=-54, 9-11=-54, 21-24=-20 Concentrated Loads (lb) Vert: 27=-32(B) 28=-26(B) 29=-26(B) 30=-32(B) 32=-29(B) 33=-22(B) 34=-22(B) 35=-29(B) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek0 connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall T building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing M i F is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI 11 Quality Criteria, DSB-89 and BCSI Building Component e East Blvd. Tampa, Parke East Safety Information available from Truss Park ss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Job ( Truss Truss Type Qty Ply B ELEVATION H7 DIAGONAL HIP GIRDER q 1J �ERSTON�ET217361932000 =efereWnceTootii R,dlri­ Glrote,,,,r PI t Ct FL an I y, ), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 29 14:09:29 2020 Page 1 ID:20VQZH In97x9G5M9NmJalQZ3Stx-k_FJai3zcm 1 ESF_zFxT2KdE5LYkgHDrjULa6LIyOXMK -1-10-10 5-2-5 6-10-11 9-10-13 1-10-10 5-2-5 1-8-5 3-0-3 vx0 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 LumberDOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 Scale = 1:22.6 3x4 = CSI. DEFL, in (loc) I/defl L/d PLATES GRIP TC 0.77 Vert(LL) -0.28 6-9 >424 240 MT20 244/190 BC 0.87 Vert(CT) -0.57 6-9 >205 180 WB 0.32 Horz(CT) -0.01 6 n/a n/a Matrix -MS Weight: 41 lb FT = 20 BRACING - TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-9-13 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-159(LC 8), 2=-341(LC 8), 6=-159(LC 8) Max Grav 4=108(LC 1), 2=528(LC 1), 6=383(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-703/416 BOT CHORD 2-6=-482/628 WEBS 3-6=-678/521 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) na 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 lb uplift at joint 4, 341 lb uplift at joint 2 and 159 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support.concentrated load(s) 96 lb down and 35 lb up at 1-5-12, 119 lb down and 61 lb up at 1-5-12, 127 lb down and 101 lb up at 4-3-11, 123 lb down and 85 lb up at 4-3-11, and 165lb down and 169 lb up at 7-1-10, and 163 lb down and 159 lb up at 7-1-10 on top chord, and 7 lb down and 13 lb up at 1-5-12, 55 lb down and 16 lb up at 1-5-12, 18 lb down and 23 lb up at 4-3-11, 18 Ib down at 4-3-11, and 39 lb down and 31 lb up at 7-1-10, and 37 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 (plf) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 11=-1(F) 12=-80(F=-42, B=-37) 13=-7(F) 14=-16(F=-11, B=-5) 15=-62(F=-33, B=-28) October 29,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTeW connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component Blvd. 6904 Parke East Safolylnformatron available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, Parke 36610 East t t � Job Truss Truss Type Qty Ply LOT 27/1 WATERSTONE 2000 B ELEVATION H7P DIAGONAL HIP GIRDER 2 1 T21736194 Job Reference (optional) -• •• - , � • Y. • � - t5.4Lu s Vct a zulu MI I eK lncusine5, Inc. I nu Uct 29 14:U9:3U 2U20 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-CBphn24bN4954PZApf HtmGkyAdOhTsj?JfuByOXMJ -1-10-10 5-2-5 6-10-10 9-10-13 1-10-10 5-2-5 3x4 = 9-10-13 Scale = 1:22.1 Plate Offsets (X,Y)- [2:0-1-11 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.44 6-9 >270 / 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.50 6-9 >234 180 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 41 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-141(LC 8), 2=-454(LC 8), 6=-335(LC 8) Max Grav 4=109(LC 1), 2=515(LC 1), 6=349(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-600/486 BOT CHORD 2-6=-579/564 WEBS 3-6=-609/625 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-7-14 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) na 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) *This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 4, 454 lb uplift at joint 2 and 335 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 12 lb up at 1-5-12, 75 lb down and 12 lb up at 1-5-12, 5 lb down and 85 lb up at 4-3-11, 5 lb down and 85 lb up at 4-3-11, and 37 lb down and 159 lb up at 7-1-10, and 37 lb down and 159 lb up at 7-1-10 on top chord, and 11 lb up at 1-5-12, 11 lb up at 1-5-12, 5 lb down at 4-3-11, 5 lb down at 4-3-11, and 29 lb down at 7-1-10, and 29 lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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 (pif) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 12=-75(F=-37, B=-37) 14=-10(F=-5, B=-5) 15=-57(F=-28, B=-28) October 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. �• Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 27/1 WATERSTONE 2000 B ELEVATION H' Diagonal Hip Girder 2 1 T21736195 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 29 14:09:30 2020 Page 1 -. camvurnurnrxawrviarvmuaiuzas0c-GlSpnnZ40N4954NZApf_Htnllzy7wOfgsj?JfuByOXMJ -1-10-10 5-4-1 1-10-10 -10-13 5.4-1 9 4-6-116-11 3x4 u-u-a 5-3-14 4-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.09 6-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.12 6-7 >960 180 BCLL 0.0 'Rep Stress Incr NO WB 0.41 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 2=0-8-0 Max Horz 2=336(LC 8), Max Uplift 4=-276(LC 8), 5=-142(LC 8), 2=-269(LC 8) Max Grav 4=289(LC 13), 5=377(LC 13), 2=412(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1159/502 BOT CHORD 2-7=-727/1151, 6-7=-739/1156 WEBS 3-7=0/252, 3-6=4137/722 Scale=1:22.9 Iv 0 N N N 9 L7 N A PLATES GRIP MT20 244/190 Weight: 41 lb FT = 20 Structural wood sheathing directly applied or 5-3-4 oc purlins. Rigid ceiling directly applied or 6-8-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; 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 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 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 4, 142 lb uplift at joint 5 and 269 lb uplift at joint 2. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4=-134(F=-40, B=40), 8=0(F=10, B=1 0)-to-5=-49(F=-1 5, B=-15) October 29,2020 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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, note a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and o prevent collapse with possible personal injury and property damage. For general guidance regarding the (fabrication, storage, delivery, erection and bracing of with and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCS/ Building Component Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 27/1 WATERSTONE T21736196 2000 B ELEVATION L01 HIP GIRDER 1 1 Job Reference o tional Builders FirslSource (Plant Clty, FL), Plant City, FL - 33567, 8.420 s Oct 9 2020 MiTek Industries, Inc. Thu Oct 29 14:09:31 2020 Page 1 ••+­,,,, wpc 1 qunguyonrjr 911I-grvrva_VOUCNtiYl4tfMNMVVVU2JU2MP216g0yf3DQdyOXMI -1-4-0 5-1-3 7-0-0 10-0-0 13-0-0 15-0-6 20-0-0 21-4.0 1-4-0 5-1-3 1-10-13 3-0-0 3-0-0 2-0-6 4-11-10 14-0 46 = 3x4 = 46 = 19 5 20 B 3x6 = axis = - 3x8 = 7-0-0 6-n-n 3x6 = Scale = 1:36.9 date Uttsets (X,Y)— [2:0-0-0 0-0-2][7:0-0-0 0-0-0] [8:Edge 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) • I/defl L/d PLATES GRIP TCLL 20.0 TCDL 7.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.39 10-12 >615 240 MT20 244/190 LumberDOL 1.25 BC 0.90 Vert(CT) 0.31 10-12 >771 180 BCLL OA Rep Stress Incr NO WB 0.36 Horz(CT) -0.11 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 98 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 8=0-4-0 Max Horz 2=172(LC 7) Max Uplift 2=-1814(LC 8), 8=-1814(LC 8) Max Grav 2=1516(LC 1), 8=1516(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-0-9 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2818/3273, 3-4=-2667/3223, 4-5=-2390/2940, 5-6=-2390/2940, 6-7=-2667/3223, 7-8=-2818/3273 BOT CHORD 2-12=-2772/2472, 10-12=-2815/2520, 8-10=-2772/2472 WEBS 4-12=-1119/933, 5-12=-249/277, 5-10=-249/277, 6-1 0=-1 120/934, 3-12=-259/316, 7-10=-260/316 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1814 lb uplift at joint 2 and 1814 lb uplift atjoint 8. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 384 lb up at 7-0-0, 154 lb down and 205 lb up at 9-0-12, and 154 lb down and 205 lb up at 10-11-4, and 173 lb down and 384 lb up at 13-0-0 on top chord, and 403 lb down and 424 lb up at 7-0-0, 98 lb down and 121 lb up at 9-0-12, and 98'Ib down and 121 lb up at 10-11-4, and 403 lb down and 424 lb up at 12-11-4 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 (plf) Vert: 1-4=-54, 4-6=-54, 6-9=-54, 13-16=-20 Concentrated Loads (lb) Vert: 4=-126(F) 6=-126(F) 12=-403(F) 10=-403(F) 19=-93(F) 20=-93(F) 21=-82(F) 22=-82(F) October 29.2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek@ connectors. This design Is based only upon parameters shown• and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing 1 iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the V I fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 quality Criteria, DSB-89 and BCSI Building Component Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 0 4' 1. V Job Truss Truss Type Qty Ply LOT 2711 WATERSTONE 2000 B ELEVATION L02 Hip 1 1 T21736197 Suilrlerc FirctSnurro IPI-0 ca„ F I 1 oir rn �..„ Job Reference (optional) - - —^� ����• 8.420 s Oct a 2uzu mi I eK moustries, Inc. Thu Oct 29 14:09:32 2020 Page 1 ID:oHYiRCdpcl quXgUg6?i PJRzdjtT-8ZxRCk5rvhPpJjjYx41 IyGsbAmnYUYY9AJomy3yOXMH -1-4-0 6-3-6 9-0-0 11-0-0 13-8-10 20-0-0 21-4-0 1-4-0 6-3-6 2-8-10 N- 2-8-10 6-3-6 1�_0 Scale = 1:36.9 4x6 = 46 = 4x6 = 5x8 WB = 4x6 = 3x4 = 3x4 = 9-0-0 Plate Offsets (X Y)— [4:0-3-8 0-2-4] [5:0-3-8 0-2-4] LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 =0.82 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.1 *Except 4-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 7=0-4-0 Max Horz 2=213(LC 11) Max Uplift 2=-960(LC 12), 7=-960(LC 12) Max Grav 2=812(LC 1), 7=812(LC 1) DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.52 9-17 >460 240 MT20 244/190 Vert(CT) 0.43 9-17 >552 180 Horz(CT) -0.04 7 n/a n/a Weight: 94 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1182/2440, 3-4=-971/2257, 4-5=-823/2042, 5-6=-971/2257, 6-7=-1182/2439 BOT CHORD 2-11=-2027/1023, 9-11 =-1 597/823, 7-9=-2026/1023 WEBS 3-11=-331/668, 4-11=-960/339, 5-9=-959/339, 6-9=-331/668 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 21-4-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. — 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 960 lb uplift at joint 2 and 960 lb uplift at joint 7. 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. Iv 0 October 29,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing R A 1Tei. Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the � V� Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPll quality Criteria, DSB-89 and SCSI Building Component r Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. Tampa, East D 2060136610 s Symbols PLATE LOCATION AND ORIENTATION 1 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-yes' &A For 4 x 2 orientation, locate plates 0- '14' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIITPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek� MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 1 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. r13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSlrrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.