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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200 D Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com u Website: www.fdseng.com ENGINEERING ASSOCIATES March 18, 2021 Building Department Ref: Adams Homes Lot: Lot 13 Blk. 2 Subdivision: Fort Pierce - Waterstone Address: 8109 Amalfi Cir. Model: 2508 CR LHG 3CF KA # 21-3107 Truss Company: Builders First'Source Date of drawings: 3/16/21 Job No.: - 2699593 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible fps o I 1 111111 confirming all quantities and dimensions; selecting appropriate fabrication proces *gs°�iid? Ag LO T 4� techniques; and coordinating work with all other trades.J� . •''\ C E •N' ,(���0 MAC �/ .• �. S' ••-T�0OI Note: Truss ID's may vary. ,� ;• No 878 •';N 'g 4 If you have any questions, please do not hesitate to call.46 y� ' STA Sincerely, 9 ; ° ; •'��� 3/18/2021i Carl A. Brown, P.E. Luis Pablo To es, P.E. FL. # 56126 FL. # 87864 FDS Engineering Associates, A TSG Company "Your Building Code Experts" i C1 04- 0 21-00-00 47 v r2 N ; O C CD U Q Q Q Q Q Q Q Q Q O + + + _ _ + + + + + + + 4 P + + d - + + + + 0' wil ,ng + + 4 F + + + i + + + + + + + + + + + + + + + + + + + -00-0 + + + 2-00- + + + + + + + + + + + + + 10' c bier + + + + + + + + + + + + + + + + + + + + M a 46- D +N a 0- } + + + + + + + + + + + + + c + + + + + 0' eei ing + + + + + + + + + + ff++ ++ + + E7LV \ 2_g _I E7V [7/12 Vault < __ , CONNECTORS SCHEDULE ROOF TRUSS Q ID MODEL ROOF UPLIFT SYNI 0 A' LUS24 / JUS24 895 / 835 4901610 0 A HTU26/ THD26 3600 / 3470 1555 ! 23300 B HTU28 / THD28 4680 / 6040 2140 / 23300 NLA C HTU26-2 / THD26-2 3600 13355 2175 / 23400 D HTU28-2 / THD28-2 4680 / 5005 3485 / 25950 E HGUS26-21 THDH26-2 5320 /5245 2155/2340 0 F i HGUS26-27 THDH28.2 7460 / 8026 3235 / 3330 1L, 0 G HGUS26-3 / THDH26-3 5230 / 5245 2155/2340 0 H HGUS28-3 / THDH28-3 7460 / 7835 3235 / 4370 u1 0 J THJA26 / HJC26 9100 / 8990 4095 / 4370 1 32 3X8NOP CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (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 Within 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 Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 3112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X4 OVERHANG LENGTH: 16" END CUT. Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend 10'-w of BUILDER: Adams Homes PROJECT: Single Family MODEL: 2508 CR 3CAR El Reviewed end Approved ❑ Revise and Resubmit ADDRESS: 8109 AMALFI CIR ❑ Reviewed wahNotatima ❑ Not REviewed(see, explanation) LOT/BLOCK: 1312 Corrections or commeds, made on equipmem submithls or shop drawings dazing Ibis review do S BDIVISION: WATERSTONE nat relieve contractor from complianrn with requirements of the drawings and sped5ratioas. CITY: FT PIERCE This check is only fro ®fammm review of general o�with the concept of the project and general compfiam with the i-f—stivn given in the cantina dots. The ®tractor is DRAWN BY: KSANCHF2 responsible for confr®g and Lwndating all glnntities and dia—suns; selecting f ibdcidne, 2699593 procsses and techmgves of construction; uoord®ting his work with that of all Other trades perfo�ghis wodc inn safe and satisfactory mamrer DATE: 03/1412021 SCALE: NTS FDS ENGINEERING ASSOCIATES PLAN DATE: 1 2020 Date: 03/12QO21 By- BH 's REVISIONS: SubmittalNo.: Project No.:21-3107 PmjeaFng: uses PrcjedNsma Adams Homes -Ft Pierm- Waterstone I.ot 13 BUL 2 1' 2. 3. VERIFY ALL DIMENSIONS AND CEIUNG CONDNIONS PRIOR TO APPROVAL SOME MUNG FRAMING REOUIRED IN FIELD BY WU R 4. MAINMOFORCERESWRIOSYSTEMIC MRIDWINDASCET46 IMPORTANT p ENCLOSED BOGEXPOSURE CATEGORY C J (0 OCCUPANCY CATEGORY II This Drawing Must Be Approved And WIND LOAD o MEN Returned Before Fabrication Will WIND IMPORT IMPORTANCE FACTOR 1.Oo TRUSSES HAVE BEEN DESIGNED FOR A 16.0 PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Check All B05 NONCONCURRENT WRH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To Of Plan. B04 ROOF LOADING FLOOR LOADING SIGNATU Epproval BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BO3 c o TOLL: 20 PSF TCLL: 40 PSF BEEN ACCEPTED. m TCDL: 07 PSF TCDL: 10 PSF BCDL: 10 PSF BCDL: 5 PSF By Date 18-08-00 10-00-00 9-04-00 8-08-00 13-04-00 TOTAL: 37 PSF TOTAL: 55 PSF 60-00-00 DURATION: 1.25 DURATION: 1.00 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely: on lumber values:established by:others. ti RE: 2699593 - LOT 13/2 WATERSTONE MiTek USA, Inc. Site Information: rr6904 Parke East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 2699593 Model: 2508 3' Ft_ 33610-4115 Lot/Block: 13-2 Subdivision: WATERSTONE Address: 8109 Amalfi Cir, . City: Fort Pierce State: • FL Name Address and License # of Structural Engineer of Record, If there is one; for the building.. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TPI2014 . Design Program: MiTek 20/20 8.4 Wind Code: N/A , Wind Speed: 1.60 mph Roof. Load: 37.0 psf Floor Load: N/A psf This package includes 46 individual, Truss Design Drawings and 0 Additional Drawings. :With my seal affixed'to this sheet, I hereby certify that I am:the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida .Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T23213294 A01 _ 2 T23213295 A01A 3/16/21 3/16/21 23 24 T23213316 B06 3/16/21 T23213317 B07 3 T23213296 A01 B 3/16/21 25 3/16/2-1 T23213318 B08 3/16/21 4 T23213297 A02 5 T23213298 A03 3/16/21 26 T2321.3319 B09 3/16/21 6 T23213299 A04 3/16/21 3/16/21 27 28 T23213320 B10 3/16/21 T23213321 B11 3/16/21 .7 T23213300 A05 8 T23213301 A06 3/16/21 3/16/21 29 30 T23213322 B12 3/16/21 T23213323.C1 9 T23213302 A07 10 3/16/21 31 3/16/21 T23213324 C3 3/16/21 T23213303 A08 11 T23213304 A09 3/16/21 3/16/21 32 33 T23213325 C5 3/16/21 T23213326 D01 3/16/21 12 T23213305 A10 13 T23213306 A11 3/16/21 .34: T23213327 D01S 3/16/21 14 T23213307 Al2 3/16/21 3/16/21 35 36 T23213328 D02 - 3/16/21 T23213329 'ET 3/16/21 15 T23213308 A13 16 T23213309 A14 3/16/21 37 T23213330 E7V 3/16/21 17 T23213310 A15 3/16/21 3/16/21 38 39 T23213331 E7VA 3/16/21 T23213332 E7VB 3/16/21 18 T23213311 A16 19 T23213312 A17 3/16/21 40 T23213333 E7VC 3/16/21 20 T23213313 B03 3/16/21 3/16/21 41 42 T23213334 . F01 3/16/21 T23213385 H7 3/16/21 21 T23213314 B04 22 T23213315 B05 3/16/21 43 T23213336 H17 3/16/21 3/16/21 44 T23213337 PB1 3/16/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based. on the parameters .p'QUIN�'I/F�!���� provided by Builders FirstSource (Plant City, FL). .� �� G EN Truss Design Engineer's Name: Velez, Joaquin818.2 My license renewal date for the state of Florida is February 28, 2023. IMPORTANTNOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is.for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. .March 1.6,2021 Velez, Joaquin 1 of 2 . .. Mi aqua MiTek' RE: 2699593 -LOT 13/21NATERSTONE MiTek USA, Inc.6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: Adams Homes Port St Lucie Project Name: 2699593 Model: 2508 SCAR Lot/Block: 13-2 Subdivision: WATERSTONE Address: 8109-Amalfi Cir, City: Fort Pierce State: - FL No. Seal# Truss Name Date 45 T23213338 PB2 3/16/21 46 T23213339 PB3 3/16/21 2 of 2 Job Truss Truss Type Qty NE- 2699593 * A01 SPECIAL 5 T23213294 �Re Builders FirstSource (Plant City, FL), 1-4- 5-3-0 4 0 Plant City, FL - 33567, 8-10-8 14-11-8 6 1 0 8.430 s Feb 12 2021 MITEkandustries, Inc. Mon Mar 15 15:38:23 2021 Page 1 ID?lYDfltmYJlNmupVDA3te2z4H2S-anEAS6t6iYzrBixJQaFAmNd2_QwFG m_O?ZFojzaej_ 21-0-0 25-4-0 29-8-0 35-8-8 41-10-15 46-7-4 8-0- 6-0-8 4-4-0 4-4-0 6-0-8 6-2-7 4-8-5 -4-1 Scale = 1:91.8 5x6 = M 0 6.00 12 5x6 i 4 3x6 i 1.5x8 STP = 3 29 2 810 9 1 3x4 — 18 22 21 20 3x6 = 4x6 = 2x4 ll 6x8 = 3x6 - 30 5 3x6 = 5z6 = 6 31 7 32 3334 8 38 . 39 17 16 40 3x8 = 3x8 = 35 3x6 9 41 15 14 42 43 13 3x8 = 3x6 = 3x8 MT20HS = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) BCLL 0.0 * Rep Stress Incr YES: WB 0.59 Horz(CT) BCDL 10.0 Code FBC202091312014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 4-21: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-7-4, 21=0-3-8 WEBS Max Hors 2=419(LC 11)' Max Uplift 2=-492(LC 12), 11=911(1_C 12), 21=1146(LC 12) Max Grav 2=367(LC 23), 11=1778(LC 18), 21=2134(LC 17) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (ib) or less except when'shown. TOP CHORD 2-3=-366/761, 3-4=-310/417, 4-5=-1385/843, 5-6=-1837/1250, 6-7=-1583/1214, 7-8=-1878/1327, 8-9=-2133/1362, 9-10=-3023/1620, 16-11=-3266/1758 BOT CHORD 2-22=-644/251, 21-22=-644/251, 19-21=-1949/939, 4-19=-1946/916, 16-18=-696/1623, 15-16=-712/1787, 13-15=-1133/2318, 11-13=-1452/2869 WEBS 4-18=-596/1610, 5-16=-17/251, 6-16=-228/615, 7-16=-449/289, 8-15=-283/664, 9-15=-784/566, 9-13=91/585, 10-13=-337/344, 5-18=-779/542, 3-22=-547/217, 3-21=-402/888 in (loc) I/defl Ud -0.28 13-15 >999 240 -0.50 13-15 >607 180 0.08 11 n/a n/a 5x6 10 1.5x8 STP = 36 M-<Z)11 12 Id o IN 4x6 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 271 lb FT = 20% Structural wood sheathing directly applied, except 2-0-O.oc purlins (4-3-0 max.): 6-8. Rigid ceiling directly applied. Except: 3-9-0 oc bracing: 19-21 1 Row at midpt . 7-16, 7-15, 9-15 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 21-0-0, Exterior(2R) 21-0-0 to 25-0-0, Intedor(1) 25-0-0 to 29-&0, Exterior(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 48-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/.Project engineer responsible for verifying applied rooflive_load'shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates 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 20.0psf 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. - 8) Provide mechanical connection (by others) of truss to bearing. plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 2=492, 11=911, 21m1146. 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. 10) Graphical purlin representation does not depict the size or the orientation, of the pudin along the top anNor bottom chord. 1111'1 ji - ,�,.oPQviN t, Fr• No. 6,81'82 S (OF iO 1 • /� i .Z 1 �rr�� < R ON:AL irnpa',FL 33610; t March 16,2021 ® 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 cemponent,.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 A is always required for stability and to prevent collapse with possible personal injury and.property damage. For general guidance regarding the MiTek* fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pl1 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 6 0 12699593' Truss Truss Typ A01A SPECIAL Qty Ply: 1 1 LOT T23213295 uunai oource (Plant City, FL), Plant City, FL - 3356718.430 s Feb 12 20.21 M Tek,Industries, Inc. Mon Mar 15 15:38:25 2021 Page 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-W9MwtovME9DZQ?5hX?HeroiNBEegkwhHTJ2Lrczaeiy 1-4- 6-1-8 7 2-1 9-7-11 14-11.8 21.0-0 25-4.0 29-8-0 35-8-8 41-10-15 46-7-4 8-0• -4-0 6-1-8 -1- 2-4-15 5-3-12 6-0.5 4-4-0 4-4-0 6-0-8 6-2-7 4-8-5 8 5X 3x4 I I 2x4 4 1.5x8 STP = 30 3 1 c� 2 1 4x6 = 38 23 22 46 = 6x8 = 6.011 12 20 3x6 5x6 = 40 19 0 3x8 MT20HS = 3x8 = 3x6 = 5x6 = 933 3435 10 42 11 16 43 3x8 = 3x8 MT20HS= Scale= 1:91.8 5x6 Q M 12 1.5x8 STP — 37 13 T 14 IT 0 15 IN 3x6 = 4x6 = 7-2-12 6-8 . 12-1-7 21-0-0 29-8-0 38-7-11 6-1-8 0- -0 4-10-11 8-10-9 46-7A - 0-11-0 - 8-&0. B-11-11 7-11-9 re.., ..., .., - - - -- --- - - - - - 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 FBC2020/TP12014 CS]. DEFL. in (loc) I/dell TC 0.63 Vert(LL) -0.3015-17 >999 Bc 0.81 Vert(CT) -0.52 15-17 >631 WB 0.50 Horz(CT) 0.12 13 n/a Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP NO.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 4-23: 2x4 SP No.3, 13-16,16-19: 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 13=0-7-4, 23=0-4-0 WEBS Max Horz 2=419(LC 11) Max Uplift 2=-379(LC 12), 13=-968(LC 12), 23=1082(LC 12) Max Grav 2=275(LC 21), 13=1881(LC 18), 23=2170(LC 17) FORCES. (Ib) -Max. Comp./Max. Ten.:- All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/402, 3-4=-301/458, 4-6=-215/344, 6-7=-2494/1501, 7-8=-2223/1472, 8-9=-1949/1420, 9-10=-2084/1462, 10-11=-2362/1515, 11-12=-3249/1770, 12-13=-3485/1901 BOT CHORD 2-23=-376/122, 21-23=-2052/907, 4-21=-266/201, 20-21=-1035/2162, 18-20=-1086/2397, 17-18=-881/2123, 15-17=-1266/2521, 13-15=-1578/3063 WEBS 7-18=-416/405, 8-18=-323/768, 9-18=-343/212, 10-17=-349/783, 11-17=-782/563, 11-15=-93/584, 12-15=-329/340, 3-23=-169/344, 6-20=0/394, 6-21=-2730/1189 Ud PLATES GRIP 240 MT20 - 244/190 180 MT20HS 187/143 n/a Weight: 270 lb FT = 20% Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-0-4 max.): 8-10. Rigid ceiling directly applied. Except; 3-8-0 oc bracing: 21-23 1 Row at midpt 7-18, 9-18, 9-17, 11-17, 6-21 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Extedor(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 48-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load'shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates 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 = 10.0psf. 8) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except 0=1b) 2=379, 13=968, 23=1082. 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. 10) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or 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 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 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 ANSYTPI1 Quality Criteria, DSB-89 and BCSI Building Component SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 �� � �v� G E�N S� ? •�,. is No 68182 -0 •ct� 53, `ST OF ZUZ �11161/1I�� Jo, aq'VIn Velez PE.N0.68182. MITe�.USA„Inc. _FL.Urt 6634 . �:6904 Palke'East Blvd. TampaFL 3361D Dater March 16,2021 MiTek' 6904,Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply. LOT 13/2 WATERSTONE T232 3296 2699593 A018 HIP. 1 1 Job Reference (optional) --- - - ------ -- • - • -••+• -�• • •-••• �•v• • - ����• , o. u s reu rc cut i Iwl I eKlnuusIDes, Inc. ivion mar io jo:;j0:z6 zUZI Hage 1 I D:YuAUBcHPWCx6 Rhn N P_DwTzU6L_-?Lw148v??TLQ29gt5iotO?FZvdygTFvQizovN2zaeix 1-4 4-3-6 8-0-5 14-6-3 21-b-0 25-4-0 29-8-0 35-1-14 4b-7-11 46-7-4 8-0- w -4- 4-3-6 3-8-15 6+5-13 6-5-13 4-4-0 4-4-0.5-5-14 5-5-14 5-11-9 -4-1 a 5x6 = 3x6 = Sx6 = 20 sxo — ,. 3x6 = 3x6 = 4x6 = 4x6 = 6x12 MT20HS = 3x8 3x8 MT20HS = Scale = 1:89.3 LOADING (pso SPACING- 2-0-0 CSL DEFL. in ([cc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.27 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) 4.45 15-17' >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YESWB 0.95 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 274 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP No.2 'Except* 2-0-0 cc purlins (42-15 max.): 6-8. 42x4 No.3 BOT CHORD Rigid7ceiling directly applied.. WEBS 2xx44 SP Nb.3 WEBS 1 Row at midpt 5-1.7, 7-17, 7-15 REACTIONS. (size) 2=0-8-0, 20=0-5-0, 11=0-7-4 Max Horz 2=419(LC11) Max Uplift 2=221(LC 12), 20=-1040(LC 12), 11=-915(LC 12) Max Grav 2=277(LC 21), 20=2308(LC 17), 11=1783(LC 18) FORCES. (lb) -Max. Comp./Max. Ten.:- All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-243/268, 3-4=-277/733, 4-5=-1810/1073,.5-6=-1865/1202, 6-7=-1617/1179, 7-8=-1887/1271, 8-9=-2136/1320, 9-10=-2978/1591, 10-11=3172/1666 BOT CHORD 19-20=-2114/1134, 4-19=-1999/1169, 18-19=-438/288, 17-18=-664/1781, 15-17=-680/1838, 13-15=-1048/2270, 11-13=-1346/2781 WEBS 3-19=-604/344, 4-18=-995/2050, 5-18=-390/377, 6-17=-219/610, 7-17=-451/266, 8-15=-299/683, 9-15=-758/537, 9-13=-165/640, 10-13=-347/343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Extedor(2R) 21-0-0 to 26-7-14, Interior(1) 26-7-14 to29-8-0, Exterior(2R) 29-8-0 to 35-1-14, Interior(1) 35-1-14 to 48-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates 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) Provide mechanical connection (by others) of truss to'bearing plate capable of withstanding 100 lb uplift atjoint(s).except (It=1b) 2=221, 20=1040, 11=915. 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. 10) Graphical puriin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. ;' N o 6818.2 % -0' March 16,M21 ® WARNING - Verify design parameters and READNOTESON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTeke connectors. This design is based only upon parameters shown, and is for an individual building component, nat �� a truss system. Before use; the building designer must verify theapplicabilityof 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 - MI F is. always required far 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 . ANSf?P11 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 Qty Ply LOT 13/2 WATERSTONE' T23213297 2699593 A02- SPECIAL 1 1 Job Reference (optional) GUIIOers rlrsiSource (Plant City, FL),, �1-4-Q 6-0-14 Plant Ulty, FL - 335br, 8-11-0 13-0 4 15-4-5 , 21-0-0 8.43U s Feb 1Z. ZU21 MI I etc mdustnes, Inc. Mon Mar 15 15:38:28 2021 Page 1 ID?1YDfitmYJ1 NmupVDA3te2Z4H2S-xkl3VgxFX4b7HTgGC7rLTQKsTRjcxBOj9HH?Sxzaeiv 25-4-0 29-8-0 35-3-11 ,31-1-12 45-7-8 ti-4.d 6-0-14 2-10-2 . 4=1-4 2-4-1 5-7=11 4-4-0 4-4-0 5-7-11 2-4-1 7-11-12 Scale = 1:85.9 v 5x6 6.00 r12 3x6 = 5x6 = • 7 32 8 33 34 9 3x6 Q 31 35 3x6 Sx6 i _ 6 10 5x6 5 11 3x4 I I M 2x4. 4 4x6 -:Zz- d 3' 12 — 1.5x8 STP — 13 q 30 Io 0. .. c5 1 2 5x6 = 19 18 38 39 17 16 15 14 N I0 1 3x6 = 5x12 = 3x8 = 3x8 — 3x6 = 2x4 115x8 I I 37 21 22 46 = 6x12 MT20HS II 8-8-0 8-19-0 15-4-5 , 21-0-0 25-4-0 , 29-8-0 35-3-11 37-7-121 45-7-8 8-8-0 0- -0 '6-5-5 5-7-11 4-4-0 4-4-0 5-7-11 2-4-1 7-11-12 - Plate Offsets (X,Y)-- [5:0-3-0,0-3-0] [7:0-3-0 0-2-0], [9:0-3-0 0-2-0] [11:0-3-0,0-3-0], [13:0-6-0 0-0-6] [18:0-5-12 0-3-0] [22:0-3-8 Edge] LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.42 22-29 >250 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.36 22-29 >296 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr . YES WB 0.78 Horz(CT) 0.08 19 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -AS Weight: 282 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except'.. TOP CHORD Structural wood sheathing directly applied. 11-13: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2z4 SP M, 31 *Except* 5-10-0. oc bracing: 20-22 18-20,16-18: 2x4 SP No.1 WEBS 1 Row at midpt 5-20, 8-18, 8-17 WEBS 2x4 SP No.3' SLIDER Right 2x6 SP No.2 -t 1-11-12 REACTIONS. (size) 13=0-3-0, 2=0-8-0, 22=0-3-8 Max Horz 2=403(LC11) Max Uplift 13=-776(LC 12), 2=-506(LC 12), 22=-1108(LC 12) Max Grav 13=1622(LC 18), 2=409(LC 23), 22=2021(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-319/676, 3-4=-194/548, 4-5=-181/671, 5-6=-1623/1282, 6-7=-1708/1303, 7-8=-1485/1263, 8-9=-1727/1327, 9-10=-1956/1366, 10-11=-2363/1547, 11-13=-2560/1509 BOT CHORD 2-22=-656/223, 20-22=-1775/698, 19-20=-840/1308, 18-19=-894/1576, 17-18=-824/1657, 15-17=-109612040,14-15=-1167/2174,13-14=-1166/2176 WEBS 5-20=-1932/720, 3-22=-291/490, 7-18=-248/560, 9-17=-272/592, 8-18=-401/231, 6-19=-309/172, 5-19=-112/561, 10-15=-162/357, 10-17=-524/449, 11-15=-2861212 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2=8-0, Interior(1) 2-8-0 to 21-0-0; Exterior(2R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain, loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent waterponding. 5) All plates are MT20 plates 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except (jt=1b) 13=776, 2=506, 22=1108. 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. March 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1 §12020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown,.and is for an individual building companeni, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall qiTeic* building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent. bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pll 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 3661b Job Truss Truss Type Qty Ply LOT 13/2 WATERSTONE r e TP3213298 2699593 A03 SPECIAL 1 1 Job Reference (optional) omiugrs rnsrauurce tridin Wuy, rLl, Moil uny, rL - 33DDr, b.43U s IreD iz zuzl MI I eK Inaustrles, Inc. Mon Mar 1b 15:3ti= zuzi Hage 1 ID:?lYDfltmYJ1 NmupVDA3te2z4H2S-t79pwWyV3hrrXn_fKYtpYrQCzFRuPApOdbm6Wpzaeit t1-4-Q 6-0-10 , 8-11-0 12-11-10 19-0-0 25-4-0 31-8-0 37-8-6 45-7-8 i-4- 6-0-10 2-10 6 4-0-10 6-0-6 6-4-0 .6-4-0 6-0-6 7-11-2 6.00 12 5x6 = 2x4 I I 6 29 30 731 32 5x6 i 28 5 3x4 I I 2x4'.\\ 4 . 3 1.5x8 STP = 27 7. 1 2 4x6 = 16 36 15 37 14 38 0 35 19 18 3x6 = 3x8 MT20HS = 3x8 = 4x6 = 6xl2 MT20HS I I 8-8-0 8-11-0 15-7-9 75_d_n LOADING (psf) SPACING- 2-0-0' CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) BCLL 0.0 * Rep Stress Incr YES: WB 0.50 Horz(CT) BCDL 10.0 Code FBC2020rrP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except*. TOP CHORD 8-11: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 WEBS SLIDER Right 2x6 SP No.2 -t 1-11-12 REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8 Max Horz 2=362(LC 11) Max Uplift l l=-776(LC 12), 2=-504(LC 12), 19=-1111(LC 12) Max Grav 11=1655(LC 1.8), 2=415(LC 23), 19=2038(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-299/672, 3-4=-174/540, 4-5=-135/619, 5-6=-1743/1297,.6-7=-1992/1429, 7-8=-1992/1429, 8-9=-2472/1530, 9-11=-2625/1539 BOT CHORD 2-19=-659/236, 17-19=-1788/694, 16-17=-880/1369, 14-16=-811/1615, 12-14=-897/1785, 11-12=-1215/2242 WEBS 5-17=-2071/802, 5-16=0/515, 6-14=-269r787, 7-14=-374/383, 8-14=-141/375, 8-12=-250/704, 9-12=327/427, 3-19=-299/503 5x6 = 8 33 2x4 9 13 3912 3x6 = 3x6 = in (loc) I/deft. L/d' 0.42 19-26 >250 240 0.36 19-26 >296 180 0.07 11 n/a n/a Scale = 1:85.9 34 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 247 lb FT =:20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 5-10-0 oc bracing: 17-19 1 Row at midpt 5-17, 6-16 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45f; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Extedor(2R) 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 31-8-0, Exterior(2R) 31-8-0 to 35-8-0, Interior(1) 35-8-0 to 4577-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/'Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use.of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates 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 = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=776, 2=504, 19=1111. 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. Joaquin Velez BE No.68182. MFrek USA,;Inc..EL:Cert 6634 , . 6 , P--' EaiiliI1 :Talnpa!FL33610: date._ March 16,202.1 ® WARNING —Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. OFDesign valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building ccImponent,rnot 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 ANS11TPH Quality Criteria, DSB-89 and SCSI Building Component 8904 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 13/2 WATERSTONE- T23213299 2699593 A04 SPECIAL 1 1 Job Reference (optional) ... •"'•""""'� �• •" •• ^n • �n .. ���r, - ��� - a.4ou s reo izc zuzl ivii IeK mauslnes, Inc. mon mar 15 15:3tf:3I ZU21 Page 1 ID?lYDfitmYJ1 NmupVDA3te2z4H2S-LJjB7rz7q?zi8wZruGO253yNheke8eg9rFVg3Gzaeis �1-4-q 6-1-8 8-11-0 12-6-5 17-0-0 22-2-12 28-5-4 33-8-0 38-3-8 _ 45-7-8 -1-4-0 2-9-8 3-7-5 4-5-11 5-2-12 .6-2-8 ' 5-2-12 4-7-7 7-4-0 1.5x8 STP = 29 � 38 4x6 = 6.00. 12 5x6 = 3x6 = 6 31 7 3233 5x6 i 5 30 3x4 II 2x4 �� 4 3 9 5x6 - 21 20 6x12 MT20HS I I ss:e:er�rxer�i� 18 3917 40 16 41 3x8 = 3x8 MT20HS = 3x6 = Scale = 1:83.9 5x6 = 5x6 = 8 34 935 36 3x6 10 �37 46 11 m 33-8-0 42 15 14 3x8 = 3x8 MT20HS 13 2x4 II 12 n Ics lc � 5x8 I I LOADING (pso SPACING-' 2-0-0 CSI. DEFL. in ([cc) I/defl L(d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.43 21-28 >248 ' 240 MT20 244/190 TCDL 7.0 Lumber DOL 1:25 . BC 0.64 Vert(CT) 0.36 21-28 >294 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Jncr YES WB 0.40 Horz(CT) 0.08 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 255 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied. 9-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP M 31 *Except* 5-9-0 cc bracing: 19-21 17-19,15-17: 2x4 SP No.1 WEBS 1 Row at midpt 5-19, 7-18, 8-14 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 -t 1-11-12 REACTIONS. (size) 12=0-3-0, 2=0-8-0, 21=0-3-8 Max Horz 2=321(LC 11) Max Uplift 12=-776(LC 12), 2=505(LC 12), 21=-1110(LC 12) Max Grav 12=1626(LC 18), 2=395(LC 23), 21=2019(LC 17) FORCES- (lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-246/668, 3-4=-96/545, 4-5=-99/620, 5-6=-1740/1286, 6-7=-1529/1224, 7-8=-2197/1502, 8-9=-2039/1393, 9-10=-2286/1463, 10-12=-2582/1514 BOT CHORD 2-21=-650/192, 19-21=-1768/691, 18-19=-855/1207, 16-18=-1086/2040, 14-16=-1162/2145,13-14=-1196/2203,12-13=-1196/2203 WEBS 5-19=-1926/788, 5-18=-28/589, 6-18=-266/579, 7-18=-842/464, 7-16=-33/431, 8-14=-435/301, 9-14=-353l752, 10-14=-364/312, 3-21=-296/498 ``\\\IFI1f111 NOTES- 1) Unbalanced roof live loads have been considered for this design. A.; ,� \ G E• S F� �i�' 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. •�, Ii; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(21R) 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Exterior(2R) 33-8-0 to 37-8-0, Interior(1) 37-8-0 to 45-7-8 zone; porch left exposed;C-C ,� • No6$1'82' for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 y 3) Building Designer / Project engineer responsible for verifying applied roof live load:shown covers rain loading requirements specific to the use of this truss component. s �• 4) Provide adequate drainage to prevent water ponding. � v 5) All plates are MT20 plates unless otherwise indicated. �. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0� T • Q� �� 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 l fit ween the bottom chord and any 8) Prlovllde m mechanical connection (by others)other of trussrto bearing lplate capable of withstanding 100 lb uplift at joint(s) except at=lb) �X*A�IS��NAL 12=776, 2=505, 21=1110, 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 Joaquin Velez PE N6.661.82.. sheetrock be applied directly to the bottom chord. MiTak IJSA_ Ine. 01_ Nrt ARRA ta;FL 33616 March 16,2021 ® WARNING. verify design parameters and READ NOTES ON"THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/i 9/2020 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 . ANSYTPI1 Quality Criteria, DSB-89 and SCSI Building Component Parke East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East Blvd. D 20601 Tampa, Job Truss Truss Type Qty Ply: 13/2 WATERSTONE: FT T23213300 2699593 A05 SPECIAL 1 1 Reference (optional) --,- -,--------..._..._......... ..._ rouarou 1«—iivn,cnuwusuies,mc. munmario Io:ap:aazuzi rages ID:? 1 YDfitmYJ 1 NmupVDA3te2z4H2S-HiryYX?O McEQOEiE?gQ WAU2pSS OOcReSJZ_m78zaeiq ,1-4-q 6-8-2 , 8-11-8 - 15-0-0 21-11-7 29-4-4 35-8-0 40-11-3 45-7-8 'I-4-v b-e-2 6-10-7. 7-5-13- 6-3-125-3-2 4-8-5 6.00. 12 5x8 = .5x6 = 3x6 = 5x6 = 5 29 30 6 31 7 32 33 8 5x6 G 28 4 2x4 \\ 3 1.5x8 STP - 27 7, O1 1 2 'S 5x8 = 37 38 16 15 3940 14 41 A2 13 12 36 18 3x6 = 3x8 MT20HS = 3x6 = 3x8 = 19 3x8 MT20HS 4x6 = 6x12 MT20HS II 8-8-0 8-11-8 17-3-2 26-5-12 35-8-0 8-8-3-9 : 9-2-10 9-2-4 Plate Offsets (X,Y)-- ..[2:0-3-0,0-1-101,[4:0-3-0 0-3-01[5:0-4-8 0-1-12] [6:0-3-0 0-3-0] [8.0-4-0 0-2-8] [11:0-6-0 0-0-6] [19:0-3-8 Ed e] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.42 19-26 >251 240 TCDL 7.0 Lumber DOL . 1.25 BC 0.71 Vert(CT) 0.36 19-26 >296 186 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.08 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD BOT CHORD 2x4 SP M 31 *Except* BOT CHORD 2-18: 2x4 SP No.1 WEBS 2x4 SP No.3 WEBS SLIDER Right 2x6 SP M 26 -t 2-6-6 REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8 Max Horz 2=280(LC 11) Max Uplift 11=-775(LC 12), 2=-499(LC 12), 19=-1118(LC 12) Max Grav 11=1619(LC 1.8), 2=405(LC 23), 19=2002(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-286/694, 3-4=-105/519, 4-5=-208/725, 5-6=-1827/1311, 6-7=-2625/1659, 7-8=-2184/1411, 8-9=2428/1461, 9-11=-2559/1563 BOT CHORD 2-19=-688/241, 17-19=-1793/751, 4-17=-359/369, 16-17=-841/1488, 14-16=-1307/2364, 12-14=-1385/2519, 11-12=-1259/2192 WEBS 5-17=-1931/681, 5-16=-340/1108, 6-16=-863/558, 6-14=-29/405, 7-12=-676/432, 8-12=-258f748, 3-19=-277/499 Scale = 1:83.9 34 2x4 i 9 35 4x6 Q 10 c? 0 11 Ir; 0 O jIII9 1N 5x8 II PLATES GRIP MT20 :244/190 MT20HS 187/143 Weight: 240 lb FT =.20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 5-9-0'oc bracing: 17-19 1 Row at midpt 5-17, 7-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp: C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Exterior(2R) 35-8-0 to 3978-0, Interior(1) 39-8,0 to 45-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. ` 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates 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 = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 11=775, 2=499, 19=1118. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom Chord. ®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 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 fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANS11TPIt Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 %% PQUIN,V����r i NO' 6,81 &2 Z- OF MiTek' 6904 Parke East Blvd. Tampa, FL 36610 March 16,2021 Job Truss Truss Type Qty Ply LOT 13/2 WATERSTONE 2699593 A06 HIP 1 1 . T23213301 Job Reference (optional) --------- •- --- - -+ -�•. -••• --•-�• • - --- o.-+au b rcu rc cv41 Ivn [UK Inuns[nes, Inc. Mon iviar lb lb3d:34 ZUZI Hage 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-muOKmt?07wMH?OHQZOxljhavQshELuicYDkKfazaeip i1-0-p 8-9-4 i 13-0-0 17-0-0 23-9-3 30-7-5 37-8-0 42-0-0 46 1 5 50 8 0 1 4 d 6-9-4 6-2-12 4-0-0 6-9-3 6-10-2 7-0-11 4-4-0 4-1-5 4-6-11 6.00 12 5x8 = 3x4 II 5 6 47 3x6 = 3x6 = 3x8 = 7 48 8 9 49 23 -- 21 20 4x6 = 3x8. — 5x8 = 3x4 II 3.1 = 4x6 ZZ 13-0-0 17-0-0 1 Scale = 1:93.6 5x6 = 10 o_ TP = 16 0 0 13 I N 0 3.00112 LOADING (psf) SPACING-- 2-0-0 CSL DEFL. in (loc) 1/deft - L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.28 19 >999 240 MT20 244/190 TCDL 7.0 Lumber 1.25 BC 0.91 Vert(CT) -0.58 17-18 >780 180 BCLL b.0 * Rep Stress Incr . YES WB 0.89 Horz(CT) 0.12 15 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 313 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N6.2 *Except* BOT CHORD 6-20: 2x4 SP No.3, 16-18: 2x4 SP No.1 WEBS 2x4 SP No.3 WEBS JOINTS REACTIONS. (size) 13=0-8-0, 2=0-8-0, 15=0-3-8 Max Horz 2=289(LC 11) Max Uplift 13=-157(LC 21), 2=-805(LC.12), 15=-1379(LC 12) Max Grav 13=149(LC 1.1.), 2=1341(LC 21), 15=2502(LC 1) FORCES. _ (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2390/1395, 3-5=-1839/1155, 5-6=-2399/1464, 6-7=-2432/1476, 7-9=-1531/874, 9-10=-617/1267,10-11=-761/1443,11=12=-682/1209,12-13=-291/881 BOT CHORD 2-23=-1146/2161, 21-23=-1146/2161, 6-18=-304/328, 17-18=-827/2018, 15-17=-273/875, 14-15=-1078/829,13-14=-782/303 WEBS 3-23=0/275, 3-21=-661/509, 5-21=-460/188, 18-21=-727/1782, 5-18=-562/1303, 7-18=-271/572, 7-17=846/657, 9-17=487/1127, 9-15=-2349/1449, 10-15=-929/673, 11-15=-384/295, 12-14=-683/660 Structural wood sheathing directly applied. Rigiri ceiling directly applied. Except: 6-9-0 oc bracing: 17-18 10-0-0 oc bracing: 18-20, 15-17 1 Row atmidpt 9-15 1 Brace at Jt(s): 18, 17 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Eztedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(213) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 37-8-0, Exterior(2R) 37-8-0 to 43-3-14, Interior(1) 43-3-14 to 50-8-0 zone;C-C for members and forces & MWFRS'for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer /Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 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) Bearing at joint(s) 13 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 atjoint(s) except (jt=lb) 13=157, 2=805, 15=1379. 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. March 16,2021 ® WARNING -Verify design parameters and READ NOTES ONTHI§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 oftrusses and truss systems, see . ANSITPI1 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 Jab * Truss Truss Type Qty Ply: LOT 13/2 WATERSTONE T23213302 2699593 A07 SPECIAL 1 1 Job Reference (optional) •• - •���•�� �• mow, +n vary, o.vou s rev I [ucl IVII I eK Inausines, Inc. mon mar to Io:3u:36 2uz1 Hage 1 ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-iHW4BZ1 GeXc?FiRogp_Do6gGNfQDphnv?XDRkTzaein n1-4-Q 6-4-4 11-0-0 15-10-13 19-4-9 23-11-8 32-0-2 42-0-0 45-10-12 50-6-0 1-4-0 6-4-4 4-7-12 4-10-13 . ' 3-5-12 ' 4-6-15 ' 8-0-10 9-11-14 3-10-12 4-9-4 5x6 = 3x6 _ 5x6 = 3x6 = 5x6 = 2x4 3x6 —_ 3x4 I� 6.00 12 4 275 6 28 7 8 29, 9 10 '30 31 11 Scale = 1:91.9 0 0 N . 21 20 19 32 33 18 34 17 16 35 36 15 - 12 4x6 = 2x4 � I 3x8 = '3x6= 3x8 MT20HS = 3x6 = " = 6x8 1.5x8 L12 STP = 3x8 MT20HS = 3.00 3x6 6-4-4 11-. 0 19-4-9 28-6 7 36-10-0 36- 1-0 42-0-0 50-8-0 6-4-4 4-7-12 - 8-4-9 9-1-14 - 8-3-9 0- -0 5-1-0 8-8-0 - Plate Offsets (X,Y)-- [4:0-3-0,0-2-0] [6:0-3-0,0-3-4]; [8:0-3-0 0-3-0] [15.0-3-SO-3-0]. LOADING (pso SPACING- 2-0-0 CSI. DEFL. r in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.25 18-20 >999 - 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.44 18-20 >999 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.92 Harz(CT) 0.11 15 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix -AS Weight: 284 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 8-15: 2z4 SP No.3, 15-17,17-19: 2x4 SP No.1 5-2-0'oc bracing: 14-15 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-15 REACTIONS. (size) 12=0-8-0,15=0-3-8, 2=0-8-0 Max Horz 2=405(LC 12) Max Uplift 12=-282(LC 9), 15=-1124(LC 12), 2=-844(LC 12) Max Grav 12=518(LC 18), 15=2178(LC 17), 2=1692(LC 17) FORCES. (Ib) -Max. Comp./Max. Ten.,- All forces 250 (lb) or Jess except when shown. TOP CHORD 2-3=-3032/1525,,3-4=-2555/1364, 4-5=-2273/1301, 5-6=-2602/1355, 6-7=-1773/851, . 8-9=-484/234, 9-10=-476/224 BOT CHORD 14-15=-696/442, 8-14=-616/455, 12-13=-237/362, 2-21=-1649/2738, 20-21=-1649/2738, 18-20=-1472/2572, 16-18=-1292/2350, 15-16=-583/1101 WEBS 3-20=-590/430, 4-20=-340/923, 5-20=-564/297, 6-18=-100/397, 6-16=-908/693, 7-16=-506/1267, 7-15=-1778/1016, 8-13=-355/680, 9-13=-235/251, 10-12=-452/349 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-0-0, Interior(1) 15;0-0 to 50-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates 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 20.0psf 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. 8) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing. plate capable of withstanding 100 lb uplift atjoint(s) except (jt=1b) 12=282, 15=1124, 2=844. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top ,chord andIIZ' gypsum sheetrock be applied directly to the bottom chord. N:o' 681;8:2 March 16,2021 ® WARNING - Verify tlesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2o?. OBEFOREUSE. ��• 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. l J 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 far stability and to prevent collapse with possible personal injury and. property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSI1TPl1 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 1312 WATERSTONE T23213303 2699593 A08 SPECIAL 1 1 Job Reference (optional) ------ �. ,...., ....,, . �„ ,,., ,, , o."au s reu I cv4I Iv6I ex inausuies, Inc. lvlon Mar in 2uz1 Page 1 18-8-1 ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-AT4SOv2uPrkssrO?EWVSLKCQ13jbYHX2EBy_Gvzaeim ]1-4.9 "6-3-4 I 9.0-0 i i6-0-11 16.4-0 23-0-0 29-11-5 37-0.0 42-0-0 46-5.4 50 8 0 i 1-4-u 6-3-0 2-8-12 7-0.11 0- =5 4-3-15 ' 6- ., ' 7-0;11 5-0-0 4-5-4. 4-2-12 2-4-1 Scale = 1:91.9 5x6 = 3x6 — 5x6 = 3x6 — 5x6 = 2x4 ll 3x6 3x4 = ll 6.00 12 4 — — 9.4 'N 27 28 5 6 29 30 7 8 31 9 10 32 11 I9 N 21 20 19 18 17 16 15 12 . 4x6 = 3x8 MT20HS = 3x6 = 3x6 = 6x8 = 1.5x8 STP = 3.0012 3x8 = 3x8 MT20HS 3x6 ZZ 9=0-0 _ 16-4-0 18-8-1 27-4-0 36-10-0 37 -0 42-0-0 : 50-8-0 9-0-0 7-4-0. 2-4-1 8-7-15 9-6-0 0- -0 5-0-0 8 8 0 Plate Offsets (X,Y)-- .[4:0-3-0,0-2-0] [6:0-3-0 0+3-0]'[8:0-2-12 0-3-0] r16:0-3-8 0-3-Op LOADING (psf) SPACING-2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.32 19 >999 • ' 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Veh(CT) -0.49 19-21 >910 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.76 Horz(CT) 0.13 16 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix -AS Weight: 265 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-20: 2z4 SP No.1, 8-16: 2x4 SP No.3 4-6-0 oc bracing: 14-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-21. 7-16 REACTIONS. (size) 12=0-8-0, 2=0-8-0, 16=0-3-8 Max Horz 2=343(LC 12) Max Uplift 12=-267(LC 9), 2=-849(LC 12), 16=-1131(LC 12) Max Grav 12=460(LC 1), 2=1420(LC 1), 16=1936(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2519/1549, 3-4=-2326/1461, 4-5=-2069/1362, 5-6=-2688/1620, 6-7=-201.8/1130, 8-9=-544/272, 9-10=-531/258. BOT CHORD 2-21=-1602/2210, 19-21=-1729/2686, 18-19=-1545/2529, 16-18=-942/1599, 14-16=-746/528, 8-14=-691/537, 12-13=-260/372 WEBS 3-21=-299/365, 4-21=-381/788, 5-21=-739/452, 6-19=-109/272, 6-18=-742/602, 7-18=-380/843, 10-13=-19/312, 10-12=-482/374, 8-13=-436/744, 7-16=-1994/1276 NOTES- 1) CE 1GC ult0 9-0-0 `,��111.11'11111� V I�Ex• CS Encl., 18 MWFRS (directional) and C-1C Exterior 2EL-1-4-0 to 2-8-0 , ntterlor 1 2-8-0 to 9f 0 0, Exterior 2R ♦, QvIN to 13-0-0, Interior(1) 13-0-0 to 50-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate ♦�� ,�'•� G ENS �11� grip DOL=1.60 1�- 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 0N O :1 82�� 3) Provide adequate drainage to prevent water ponding.' * ;. /r 4) All plates are MT20 plates unless otherwise indicated. ` 5) This truss has been designed fora 10.0.psf bottom chord live load.nonconcurrent with any other live loads. .^(J ;, • ' * 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 an other members. y 13 v a 7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify bearing.surface. a capacity of 8) Provide mechanical connection (by others) of truss to bearing. plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) SS ' ��I N Al , ���♦ 9) This truss uss 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. -4qd4ulfi V06i Ptho.'dte2 Mi%k USA;Jnc..FL Cent 8634 6904 P9rketidBlvd. TaMAR$3610. Date: March 16,2021 WARNING -Ye' ® rdy tlesign parameters and READ NOTES ONTHIS 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 ANSIITP11Quality 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 City Ply LOT 13/2 WATERSTONE T23213304 2699593 A09 SPECIAL 1 Job Reference (optional) ------ •--,• .._..---�- ----•, . .,.. a, 11 11 4141 rvntcn;uwuauroe, urc. WIWI Ividl 1010:30:ou NCI rage1 n-as ID:zmbLkv5ELlDtgyehSMnND7z4 Wx-6sCDpb39xS_a69ANMxXwQIIIItNLOAPLhVR5Lozaeik ,. r1-4-0, 7-0-0 , 12-1-2 16-0.0 1fir41 22-0.0 2fi-11-7 31-10-11 37-0.0 40.112 435-0 468-5 50.8-0 1-0 05-1-2 , 3-10.14 0}p0 ' 411-7 ' 411-7 ' 411-7 57-3 3-0-12 3-0-4 3J-5 3-11-11 0-8-9 Scale = 1:91.9 5x6 = 6.00 12 5x6 = 3x8 = 5x6 = 3x4 = 5x6 = 2x4 ll 3x4 ll . 3 294 5 6 30 31 7 8 9 32 10. 11 12 33 13 1.5x8 STP _3Z �N Q7< 1 2 16 1 15 Ed 25 24 23 22 21 20 19 18 5x12 . 17 14 4x6 _ 3X8 MT20HS = 2x4 I 15x6 = 6x12 MT20HS = 1.5x8 STP 3.00 12 - 17-0.9 - - 7-0-0 12-1-2 16-0.0. 16 0 22-0.0 26-11-7 31-10-13 36-10-0 37 0 43-SO 50.&0 7-0-0 5-1--2 3-10.14 0-4-11-7 411-7 411-7 ' - 0-8-9 411-3 0. -0 - 65-0 71-0 LOADING (psf) SPACING-' 2-0-0 CSI. DEFL. in (loc) I/deli Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.57 21-22 >777 240 TCDL 7.0 Lumber DOL 1.25 BC . 0.97 Vert(CT) -0.59 21-22. >754 180 BCLL 0.0 * Rep Stress Incr NO WB 0.80 Horz(CT) 0.17 18 n/a n/a BCDL 10.0 Code FBC2020fTPI2014 . Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2z4'SP No.3 BRACING - TOP CHORD BOT CHORD REACTIONS. (size) 14=0-8-0, 2=0-8-0, 18=0-3-8 Max Horz 2=281(LC8) Max Uplift 14=-638(LC 5), 2=-1940(LC 8), 18=-2939(LC 8) . Max Gram 14=1000(LC 14), 2=3279(LC 13), 18=4885(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb).or less except when shown.' TOP CHORD 2-3=-6577/3728, 3-4=-5942/3465, 4-5=-7925/4705, 576=-8627/5144, 6-7=-6449/3859,. 7-8=-3433/2043, 8-9=-450/736, 9-10=-836/1298, 10-11=-1480/932, 11-12=-1448/899 BOT CHORD 2-25=-3416/5843, 24-25=-4705/7925, 22-24=-5144/8627, 21-22=-4860/8122, 20-21=-4860/8122, 19-20=-3834/6391, 18-19=-1994/3333, 16-18==1831/1229, . 9-16=-672/610, 15-16=-415/387, 14-15=-737/989 WEBS 3-25=-1196/2437, 4-25=-2526/1527, 4-24=-1891739, 5-24=-900/543, 6-21 =01303, 6-20=-2082/1246, 7-20=-606/1419, 7-19=-3642/2205, 8-19=1203/2433, 8-18=-5063/3041, 10-16=-1950/1339,.10-15=-611/1261, 11-15=-431/434, 12-15=-235/605, 12-14=-1227/964, 5-22=-152/340, 6-22=-367/619 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 541 lb FT = 20% Structural wood sheathing directly applied or4-0-1 oc purlins, except end verticals. Rigid ceiling directly applied or 5-7-5 oc bracing. Except: 6-0-0 oc bracing: 16-18 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as'follows: Top chords connected as follows: 2x4.- 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 Do. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60'plate grip DOL=1:60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) All plates are 3x6 MT20 unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Bearing at joint(s) 14 considers parallel to grain "value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. ;ontinued on page 2 iN ,`�• � , �� G E�IU $F �'' ��i N:a :681;82 +V WARNING -Verify tlesign 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 MiTeke 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 oftrusses 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, MD 20601 Tampa, FL 36610 pa;FL 93610: Job Truss Truss Type City Ply LOT 13/2 WATERSTONE T23213304 2699593 A09 SPECIAL 1 Job Reference (optional) .,..—,,��,,. ,,,.—Y' ..-,,.,,,,,,, o.Yous reu IG GVGI IVII I eK.mausines, Inc. mon Mar lb lb38sy zuzi pageZ ID:zmbLkv5ELIDtgyehSMn ND7z4_Wx-6sCDpb39xS_a69ANMxXwQI IIItNLOAPLhVR5Lozaeik WTES- 12) Provide mechanical connection (by others) of.truss to. bearing plate capable: of withstanding 100 lb uplift at joint(s), except 0=11b) 14=638, 2=1940.,.18=2939. 13) Girder carries hip end with 0-6-0 right.side setback, 7-0-0 left side setback, and 7-0-0 end setback. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down. and 341 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 (plo Vert: 1-3=-54, 3-13=-112(F=-58), 25-26=-20, 18-25=-42(F=-22), 17-1 8=-42(F=-22),1,5-16=-42(F=-22), 14-15=-42(F=-22) Concentrated Loads (lb) Vert: 25=-475(F) ® WARNING - Verify tlesign parameters and READ NOTES ONTHIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1 g/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. Forgeneral guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see : ANSI/TPl1 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 J 'Job Truss Truss Type City ply: LOT 13/2 WATERSTONE. T23213305 2699593 A10 SPECIAL 2 1 Job Reference (optional) •+..,, - ,.+..,.,,.� t, ,o,,, vny, vary, 11 - aoour , o.vou s reo 1z ZUZ I wll_r eK Inausines, Inc. ivion mar 1a 1b:36:41 zuzl Page 1 ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-2EKzEG5PT4EHLTJmTMZOVAN5zg85U36e9owCPgzaeii 1-4-0 6-1-8 14-3-12 21-0-0 29-8-0 33-4.0 38-3-6 44-4-0 1-4-0 6+1-8 6-2-4 6-8-4 8-8-0- 3-8-0 4-11-6 10 M 0 O Scale = 1:79.6 7x10 = 6.00 12 6x8 3x6 -- 5x6 II . . 2x4 ll - 5x8 = 4x6 ll sa8 - 6-18 14J-12 21-0-0 27a-11 33-0-0 38-3-6 44-4-t1 0.4t0 - 8-0-0 6-8A 13,11 6-0.5 4-11E 60.10 0-1-0 Plate Offsets (X,Y)-= :.[6:0-3-0,0-3-12] [9:0-3-0,0-3-0] [11:Ed a 0-3-8] [15:0-2-8 0-3-0] r22'0-3-0 0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.18 14 >999 NO MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.28 15-16. >999 180 " BCLL b.o Rep Stress Incr YES WB 0.85 Horz(CT) 0.11 11 n/a file BCDL 10.0 Code FBC20201TPI2014' Matrix -AS Weight: 291 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except- TOP CHORD 6-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 8-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 6-16: 2x4 SP No.2 WEBS REACTIONS. (size) 2=0-8-0, 22=0-3-8, 11=0-3-8 Max Horz 2=388(LC 11) Max Uplift 2=-303(LC 12), 22=-1113(LC 12), 11=-773(LC 12) Max Grav 2=276(LC.23), 22=2056(LC 17), 11=1720(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-320/409, 3-5=-2415/1358, 5-6=-2034/1327, 6-7=-1831/1268, 7-8=-2320/1479, a-9=-2313/1354, 9-10=-1639/905, 10-11=-1618/945 BOT CHORD 20-22=-2018/1109, 3-20=-1871/1154, 19-20=-269/337, 18-19=-1108/2276, 16-18=-835/1903, 15-16=-798/1776, 8-15=-216/294 WEBS 3-19=-846/1955, 5-18=-480/346, 6-18=-138/536, 7-16=-56/339, 7-15=-316/644, 12-15=-729/1540, 9-15=-298/847, 9-12=-11461731, 10-12=-757/1535 Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-10-10 max.): 6-7. Rigid ceiling directly applied.. Except: 4-2-0-oc bracing: 20-22 10-0-0 oc bracing: 13-15 1 Row at midpt - 3-19, 5-18, 6-16, 7-16, NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft;'Cat: II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(21R) 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Extedor(2R) 29-8-0 to 33-6-9, Interior(1) 33-6-9 to 44-2-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/'Project engineer responsible.forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 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 jive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=303,22=1113,11=773. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be.applied directly to the bottom chord. 9) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom.chord. i No '6�81.82 � r -- ® WARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19I20. 9 BEFORE I1SE. 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 p 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 ANS11TPif 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 March 16,2021 a Job r Truss Truss Type Qty" Ply LOT 13/2 WATERSTONE T23213306 2699593 All SPECIAL 1 1 Job Reference (optional) Du11ug15 rp5rauurue trlam L ny, rc1, dart[ ldry, rL - 330o1, b.43U 5 I-eD 1Z ZU21 MI I eK Industries, Inc. Mon Mar 15 15:38:43 2021 Page 1 ID ?lYDfItmYJ1 NmupVDA3te2z4H2S-?dRjfy6f?hU?amT9bncsabSR?UmJjyHxc6PIUZzaeig t1 4-Q 4-1-14 ,5-8-4, 9-7-13 14-2-1 19-0-0 26-3-5 31-8-0 53-4-0 35-3-12 44-4-0 4- 4-1-14 1-6 6 3-11-9 4-6-4 4-9-15 7-3-5 5-4-11 1-8-0 4-11.12 6-0 4 Scale = 1:e2.4 5x8 = 2x4 11 5x6 = 2x4 II 6.00 12 7 3132 8 33 9 - 10 3x6 i 30 34 8x14 MT20HS i 6 3x4 4 11 5 2x4 II 5x12 i '4 3 1.5x8 STP =29 3 17 6x8 , 1 2 - 22 21 .26 19 36 18 37 38 2x4 11 3x4 = 3x8 24 4x6 = 39 2510x16 MT20HS = 3x4 = 16 ' 15 14 3x6 6x8 = 2x4 11 5x8 = = 6-4-1 35 5x6 1? 0 12 r? rO o C: O rd : N 13 4x6 II LOADING (psf) SPACING-. 2-0-0 CSI. DEFL. in ([cc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.77 24 >684 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) :-1.00 24. >532 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(CT) 0.55 13 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 302 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 5-10-0 cc bracing: 23-25 4-25,19-23: 2x4 SP M 31, 10-15: 2x4 SP No.3 10-0-0 cc_ bracing: 15-17 WEBS 2x4 SP No.3.*Except*. WEBS 1 Row at midpt 5-21, 6-20, 7718, 11-14 3-23: 2x4 SP M 31, 5-23: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 13=0-3-8 Max Hors 2=347(LC 11) - Max Uplift 2=-1018(LC 12), 13=-907(LC 12) Max Grav 2=2071(LC 17), 13=1951(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3970/2006, 3-4=-9806/5031, 4-5=-9938/5147, 5-6=-4286/2348, 6-7=-3255/1906, 7-8=-2792/1774, B-9=-2792/1774, 9-10=-2736/1732, 10-11=-2745/1618, 11-12=-1881/1060, 12-13=-1849/1092 BOT CHORD 2-25=-1931/3736, 23-25=-1632/3275, 22-23=-2847/5663, 21-22=-2848/5670, 20-21=-1954/3939,18-20=-1396/3009,17-18=-1.103/2360,10-17=-192/305 WEBS 3-25=-4576/2423, 3-23=-4375/8505, 5-23=-2316/4569, 5-22=-32/315; 5-21=-2035/1051, 6-21=-482/1179,6-20=-1371/815, 7-20=7516/1257,8-18=-391/417, 9-18=-443/913, 9-17=-283/582,14-17=-871/1787, 11-17=-416/1141,11-14=-1367/865,12-14=-919/1786 NOTES-' 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(2R) 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 31-8-0, Exterior(21R) 31-8-0 to 35-8-0, Interior(1) 35-8-0 to 44-2-4 zone;C-C for members and forces.& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates 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 = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift atjoint(s) except (jt=1b) 2=1018, 13=907. 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 sheetrockbe applied directly to the bottom chord. MIN IV 1 �. a E NSF.'' . F Pict paFL 33610, March 16,2021 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REF.ERENCEPAGE M11-7473.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 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 Truss Type Qty' ply LOT 13/2 WATERSTONE T23213307 2699593 Al2 SPECIAL 1 1 Job Reference (optional) a rpawuui— tridur -ay, ry, rrdm Uny, rL - 0000r, d.43U s reD iZ ZUZI, mi I eK:mDustrles, Inc. Mon Mar it) 15:3u:4b zuz1 Hage 1 1D:?1YDfitmYJ1 NmupVDA3te2z4H2S-x?ZU3e8vXlkjg4dXiCeKfOXoDISCQgsD3QuPYSzaeie t1-4-Q 6-7-12 11-11-0 17-0-0 22-3-0 28-5-0 33-8-0 38-9-0 44-4-0 1-4-0 6-7-12 5-3-4 5-1-0 5-3-0 6-2-0 5-3-0 5-1-0 5-7-0 6x6 = 5x6 = 6.00 12 5 ' . 28 29 6 30 3x4 = 5x6 = 7 31 32 8 Scale = 1:79.6 I .12-1g20 21 iV 3x4 — 14 13 12 11 3x6 — 5x6' _ 2x4 ; I I '2x4 I I .5x8 = 4x6 I I 13-6-0 111 11-0 17-0-0 i 25-4-1 33-8-0 38-9-0 44-4-0 ' 6-7-12 ' 5-3-4 ' 5-1-0 8-4-1 - -' 8-4-0 5-1-0 5-7.0 Plate Offsets (X,Y)-- [3:0-3-0 0-3-0], [5:0-3-0,0-2-0], [6:0-3-0 0-3-0], [8:0-3-0,0-2-01 [11:Ed a 0-3-8] [15:0-2-8 Edge], [19:0-7-12 0-3-4] [22:0-3-8 0-2-81 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) )/defl. ,- ' Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.48 20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.70 16-18 >762 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.99 Horz(CT) 0.32 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 287 lb FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 4-21,8-13; 2x4 SP No.3, 17-19,15-17' 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* WEBS 19-22: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=306(LC 11) Max Uplift 2=-1012(LC 12), 11=-901(LC 12) Max Grav 2=2082(LC 17), 11=1955(LC 18) FORCES. (lb) -Max. Comp./Maio. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3884/1921,3-4=-5056/2640, 4-5=-3656/2024, 5-6=-3269/1920, 6-7=-3272/1902, 7-8=-2425/1484, 8-9=-2764/1597, 9-10=-1825/1019, 10-11=1861/1082 BOT CHORD 2-22=-1824/3612, 4-19=-507/1291, 18-19=-2312/4639, 16-18=-1644/3429, 15-16=-1507/3103, 8-15=-401/1014 WEBS 3-22=-1166/761,19=22=-1923/3797, 3-19=-464/1008; 4-18=-1631/937,5-18=-572/1352, 6-18=-394/182, 7-16=123/593, 7-15=-1040/590, 9-12=-1394/864, 10-12=-918/1779, 9-15=-422/1195, 12-15=-829/1744 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 19-21, 13-15 1 Row at micipt 4-18, 6-18, 7-15 NOTES- 1) Unbalanced roof live loads have been considered for this design. . 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2R) 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Exterior(2R) 33-8-0 to 37-8-0, Interior(l) 37-6-0 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to.prevent water ponding. 5) All plates are MT20 plates 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 = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=1b) 2=1012, 11=901. 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. . UIN iVl���f . FL �� No ;6;8182 S OF 41 ;i0 ;III.:::.:■t,,tt... March 16,2021 ® WARNING -Verify design parameters and READ NOTES ONTHIS 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 componenl,:not a truss system. Before use, the building designer must verify theapplicabilityof 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 MiTprk is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/t 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 13/2 WATERSTONE T23213308 2699593 _ A13 SPECIAL 1 1 Job Reference (optional) oun n,awuuwc lr,anr ­y, r�l, Hour i Ity, rL - ooaor, d.48U s reD lz zuzl Ivll i eK Inaustrles, inc. Mon Mar 1b 1b:3UAf ZUZ1 Page 1 ID:?IYDfitmYJlNmupVDA3te2z4H2S-tOhEUKAA3w R30nwgdgolRd6z57ium4WXkNWdKzaeic 11.4-q 6-7-12 11-11-0 15-0-0 21-3-10 26-11-15 33-0-0 35-8-0 40-4-6 44-4-0 '1-4-0' 6-7-12 5-3-4 3-1-0 - 6-3-10 5-8-5 _ 6-0-1 .2-8-0 4-8-6 3-11-11 5x6 = 6.00 12 5x8 = 3x4 2x4 II 6x8 = 5 2b 6 30 7 31 8 9 23 22 ` 3x6 = 5x8. — 2x4 Il 6x12 MT20HS = 15 14 13 3x4 11 6x8 = 11-11-0 15-0-0 24-1-12 33-0-0 35-8-0 5-3-4 .. 3-1-n g-1-19 . A_1 n_d s/ 3d 12 . 6x12 MT20HS = Scale= 1:82.3 ro �19 �o N LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING-' 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSL TC 0.73 BC 0.94 WB 0.88 Matrix -AS DEFL. in (loc) I/defl. Ud Vert(LL) 0.52 21 >999 240 Vert(CT) '-0.84 17-19 >631 180 Horz(CT) 0.38 12 We n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 285 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except; 4-22,8-1,4: 2x4 SP No.3, 18-20,16-18� 2z4 SP No.1 6-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 20-22 20-23,9-16: 2x4 SP No.2 WEBS 1 Row at midpt 20-23, 6-19, 7-16, 9-13, 10-12 REACTIONS. (size) 2=0-8-0, 12=0-3-8 Max Hori 2=265(LC 11) Max Uplift 2=-1014(LC 12), 12=-907(LC 12) Max Grav 2=2068(LC 17), 12=1947(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3843/1930, 3-4=-4973/2643, 4-5=-4030/2223, 5-6=-3631/2073, 6-7==3885/2175, 7-8=-2914/1743, 8-9=-2882/1729, 9-10=-2068/1233 BOT CHORD 2-23=-1836/3557, 4-20=-534/1.187, 19-20=-2289/4507, 17-19=-1970/3968, 16-17=-1864/3732,8-16=-250/303,12-13=-710/1261 WEBS 3-23=-1138/771, 20-23=-1947/3715, 3-20=-449/954, 4-19=-1303/803, 5-19=-704/1551, 6-19=-576/291, 7-17=-68/480, 7-16=-1042/556, 13-16=-1022/2364, 9-16=-1417/2819, ' 9-13=-1810/945, 10-13=-237/850, 10-12=-2040/1216 flf1.111)4il. NOTES- N 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph Vasd=124mph; `� ,� ,• G N �� (3-second gust) TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2R) N.o 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Exterior(2R) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 44-2-4 zone;C-C for members and forces & MWFRS for Lumber .681:8.2 reactions shown; DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific =. to the use of this truss component. -Q ; 4) Provide adequate drainage to,prevent-water ponding. 5) All plates are MT20 plates unless otherwise indicated. i F 6) This truss has been designed for at 10.0 psf bottom chord live load nonconcurrent with any other live loads. O 7) * This truss has been designed for a live load of 20.Opsf on the bottom in by •'• R + QG chord all areas where a rectangle 3-6-0 tall 2-0-0 widerI l fit tween the bottom chord and any her tof rto t` `� 8) Prlovideemechanical connection truss bearing S��N A„`;` (by others) plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1014, 12=907. j 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 io—*wit. Ie, PE:Nti'.- '1 - . sheetrock be applied directly to the bottom chord. IVIVA USA„Inc Fi. Nit 6634.. :6904 Parke 6d_614 Tampa;FL 3361Q Eater March 16,2021 �— ® WARNING -Verify design parameters and READ�NOTES OWTHIS AND INCLUDED MITFX REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFOREUSE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not I truss system. Before use, the building designer must verifythe 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 r Truss Truss Type City Ply LOT 13/2 WATERSTONE TM213309 2699593 A14 SPECIAL 1 1 Job Reference optional) .. �•���, �� k ion —1y, I �/, V1111L ­ Ly, 11 - 000ul , - o.9au s reu I zUzl colt I eK Incusmes, Inc. ivion ivlar to 15:a6:46 zuz1 .rage 1 ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-LaFcigAogD6lhYM6NKC1 He9FjVT5dC9gmO739mzaeib T1-4-q 6-10-5 I 11-11-0 13-0-p 19-6-4 26-6-10 33-4-0 37-8-0 44-4-0 . '1-4-0' . 6-10-5 5-0-11 -1- 6-6-4 7-0-6 6-9-6 '4-4-0 6-8-0 6.00 12 5x6 = 2x4 II 4 5 2x4 II 5x6 = 4x6 = 6x8 = 29 6 30 31 7 32 8 9 Scale = 1:80.2 23 22 3x8 = 14 13 12 11 3x6 — 5x6 = 2x4 I I 2x4 II 2x4 II 5x8 = 3x6 II Plate Offsets (X,Y)-- .13:0-3-0,0-3-0] [5:0-3-8 0-2-4] [7:0-3-0,0-3-0] [9:0-5-8 0-.2-4] [10:0-2-12 0-2-0] r15:O-5-12 0-3-0] [20:0-3-0 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. PEFL. in (loc) i/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.66 17-19 >798 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC . 0.93 Vert(CT) -0.82 19-20 >647 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.37 11 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 279 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except:end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-22,8-13: 2x4 SP No.3 10-0-0 oc bracing: 20-22 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 9-12 20-23: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 15 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=264(LC 12) Max Uplift 2=-1020(LC 12), 11=-923(LC 12) Max Grav 2=1725(LC 1), 11=1640(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3215/1947,'3-4=-4133/2655, 4-5=-4058/2745, 5-6=-4002/2636, 6-7=-4002/2636, 7-8=-3872/2560, 8-9=-2962/2037, 4-10=-1681/1126, 10-11=-1573/1114 BOT CHORD 2-23=-1847/2813, 19-20=-2066(3346, 17-19=-2345/3887, 16-17=-1831/2993, 15-16=-1831/2994, 8-15=-914/664 WEBS 3-23=-1014/805, 20=23=-1969/3020, 3-20=-435/852, 5-20=-775/1196, 5-19=-447/931, 6-19=-371/403, 7-17=-479/435, 8-17=-623/1084, 12-15=-890/1514, 9-15=-1397/2288, 9-12=-1250/895, 10-12=-923/1533 NOTES- ,♦♦♦ PQU N �/�� III 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph Vasd=124mph, ♦�, ,� ' E N �� (3-second gust) TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterio�(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Extedor(2R) N.q 68'182 •�' i. 13-0-0 to 17-0-0, Interior(1) 17-0-0 to 37-8-0, Extedor(21R) 37-8-0 to 41-8-0, Interior(1) 41-8-0 to 44-2-4 zone;C-C for members and „� ;� forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 _ 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific _+ to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. OF 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 bottom live load psf chord 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 tl��ts '•. f3.� will fit between the bottom chord and any other members. .►����S�N,A 8) Providemechanical connection (by others) truss to bearing ���� of plate capable of withstanding 100 lb uplift atjoint(s) except (jt=1b) 2=1020, 11=923. 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 Jo2quln yalei PE N6:66182. sheetrock be applied directly to the bottom chord. I�iT6k USA„IOC..FL.C@it 663d . 6904 Park e:EastBlvd: Tarnpa'FL 33610: Date: March 16,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE(REFEREN6E PAGE MII-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 camponent,-not a truss system. Before use, the building designer must verify the applicability of design parameters and. properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply: LOT 13/2 WATERSTONE' T23213310 2699593 A15 MONO HIP 1 1 Job Reference o tional -< - •"-•-••' •-••• " •,�n • mow, `- - `"•- .. u s reu 14 zu4l Ivu i ur nuustrles, Inc. Mon rviar 10 "io:3tl:49 zuz1 rage i - - - I D? l YDfltmYJ 1 NmupV DA3te2z4H2S-pno?.v?B8 -Q3 bXF9Jhxlx2jGgsiVxv4o4g4M-0hGp_2sdhDzaeia 4Q 1170-20 167-12 40-151 31-3-5 3847 7-2-10 -15 5-7-13T114 6-4-4 12 1 5x6 = 3x4 = d _ Scale = 1:77.3 5x6 = 5x6 = 46 = 2x4 I i 17 16 10 3x6 — 2x4 i i 3x8 MT20HS = 3x4 = 3x4 = 4x6 = 6x8 — 3x8 = 46 = 6-4-4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2020frP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 2-15: 2x4 SP No.2 1 27-8-0 35-1 44-4-0 8-2-5 %4 8-2 4 8-5-12 CSI. DEFL. in (Ioc) I/dell Ud PLATES GRIP TC 0.58 Vert(LL) 0.44 13-14 >999 240 MT20 244/190 BC - 0.97 Vert(CT) -0.68 14-16 >778 180 MT20HS 187/143 WB .0.78 Horz(CT) 0.19 10 n/a n/a Matrix -AS Weight: 244lb FT='20% BRACING - TOP CHORD BOT CHORD WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max Horz 2=405(LC 12) - Max Uplift 10=-941(LC 12), 2=-1015(LC 12) Max Grav 10=1886(LC 17), 2=2024(LC 17) FORCES. (lb) -Max. Comp./Max. Ten..- All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3757/1870, 3-4=-3294/1708, 4-5=-2944/1.606,:5-6=-3768/1950, 6-7=-3557/1801,' 7-8=-2333/1150 BOT CHORD 2-17=-1938/3385, 16-17=-1938/3385, 14-16=-1966/3591, 13-14=-2009/3772, 11-1 3=-1 654/3139, 10-11 =-895/1655 WEBS 3-16=-570/416, 4-16=-492/1224, 5-16=-1002/524, 5-14=-73/459, 6-13=-395/382, 7-13=-27Of768, 7-11=-1268/805, 8-11=-574/1494, 8-10=-2309/1265 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 5-16, 7-11, 8-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Extedor(2R) 11-0-0 to 16-7-12, Interior(1) 16-7-12 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for.al O0 O psf bottom chord live load nonconcurrent with any other live loads. 7) This truss has been designed for live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 10=941, 2=1015. 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. ��.0 PQUIN.. �F< •# N_ 0 6$1.82 13 `ST" , E OF ORjOP•:���` Joaquin Uele pE Nl%68Y.82. . MiTekUSA;,Inc,.FL.Cert 6694:,. -6904 Parke:East Blvd Tampa:FL 33610 Date: March 16,2021 ®WARNING -.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE jPAGE 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, not a truss system. Before use, the building designer must verify theapplicabilityof design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and. property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses"and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety lntormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job , Truss Truss Type Qty Ply - LOT 1312 WATERSTONE T23213311 2699593 A16 MONO HIP 1 1 " Job Reference (optional) i.uy, a.gqu S rev 1Z ZUZ7 1VII I ex m01I510eS, Inc. MOn mar 7b 75:3tS:b1 ZUZ1 Page 1 ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-m9wlKhDg68VtY?4h3SIkvHnnniXsgYb6SMLjm5zaeiY T1-4-Q 6-4-1 , 9-0-0 15-4-15 22-5-11 30-10-5 37-11-2 44-4-0 1-4-0 6-4-1 2-7-15 6-4=15 7-0-13. 8-4-9 7-0-13 6_ _;4 6.00 F12 M 0 Scale = 1:77.3 5x6 = 3x4 = 5x6 = 5x6 = 3x6 = 3x4 II 4 22 235 24 6 25 7. 26 8 27 9 16 15 14 13 12 11 :10 30 = 3x8 =3x8 MT20HS = 3x4 = 3x4 = 3x6 = 6x8 = 40 = 9-0-0 - LOADING (pso SPACING-' 2-0-0 CSI. DEFL. in (loc) 1/defl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.58 13-14 >912 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.74 13-14. >715 186 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr 'YES: WB 0.98 Horz(CT) 0.20 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 228 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No,1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 8-10 REACTIONS. (size) 10=0-3-8, 2=0-8-0 Max Horz 2=343(LC 12) Max Uplift 10=-934(LC 12), 2=-1023(LC 12) MaxGrav 10=1634(LC 1), 2=1708(LC_1) FORCES.. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3146/1886, 3-4=72955/1804, 4-5=-2639/1665, 5-6=-3823/2296, 6-7=-3768/2191,. 7-8=-2542/1453 BOT CHORD 2-16=-1883/2770, 14-16=-2274/3626, 13-14=-2440/3997, 11-13=-2033/3380, 10-11=-1190/1959 WEBS 3-16=-302/352, 4-16=-583/1093„5-16=-1284/753, 5-14=-136/443, 6-14=-299M18, 6-13=-339/369, 7-13=-233/573, 7-11=-11941837, 8-11=-550/1186, 8-10=-2379/1455 NOTES- . 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates 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 fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-070 wide will fit Between the bottom chord and any other members. 8) Provide mechanical connection (By others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 10=934, 2=1023. 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. March 16,2021 Al, WARNING - Yerify 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 ANSUTPII 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 13/2 WATERSTONE. T23213312 2699593 A17 Half -Hip Girder 1 Job Reference (optional) M 0 o.YJU-bFCW 14-Ilyi;IURIINUbrnCb,I1IG. iviuniviar -io io:ooDbzuzl rages ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-67keN.PHpxh79emzerOLvcKVhNjMiVvmrbe3URJzaeiT r1 4 4 7-0-0 9-11-0 15-2-0 20-5-0 25-8-0 30-1150 36-2-0 41-5-0 44 4 0 1-4-0' 7-0-0 2-11-0 5-3-0 5-3-0 5-3-0 5-3-0 5-3-0 5-3-0 2-11-0 6x8 = 6.00 12 7x10 = 7x10 = 3 22 4 23 24 5 25 26 6 27 2829 307 31 32 8 33 34 35 s 36 37 Scale = 1:77.3 2x4 II in 38 1139 19 40 41 18 42 43 4417 45 46 16 47 48 1549 50 14 51 52 53 13 54 55 12 1.55(8 STP = 7x10 = 7x10 = 6x8 = 23-0-8 5-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.57 16-17 >931 240 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.65 16-17 >817 180 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.12 12 n/a n/a BCDL 10.0 Code FBC202OfTP]2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-3: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-3-8, 2=0-8-0 Max Horz 2=276(LC 8) Max Uplift 12=-2052(LC 5), 2=-1875(LC 8) Max Grav 12=3307(LC 1), 2=3031(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6213/3681, 3-4=5600/3430, 4-5=-8276/5042, 5-6=-9762/5973, 6-7=-10094/6180; 7-8=-9288/5686, 8-9=-7365/4499, 9-10=-4313/2612 BOT CHORD 2-19=-3369/5491, 18-19=-4445/7165, 17-18=-5737/9234, 16-17=-6291/10127, 15-16=-6154/9899, 14-15=-5316/8538, 13-14=-3719/5950, 12-13=-1534/2392 WEBS 3-19=-1344/2504, 4-19=-2552/1659, 4-18=-992/1853, 5-18=-1585/1136, 5 17=-453/887, 6-17=-625/588, 7-16=-81/387, 7-15=-987/758, 8-15=-610/1239, 8-14=-1916/1335, 9-14=-1232/2227, 9-13=-2788/1889, 10-13=-1766/3139, 10-12=-3744/2408 PLATES ' GRIP MT20 244/190 Weight: 591lb FT=20% Structural wood sheathing directly applied or 4-4-9 oc purlins, except end verticals. Rigid ceiling directly applied or 8-8-7 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 Do. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 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 7-16; Vult=160mph (37second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL 1 60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 4x6 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except 0=1b) 12=2052, 2=1875. ontinued on page 2 Velez WARNING -Veri desi �n am fy g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCEPAGE 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 MiTgk• 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 . ANS171"P11 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 Jab Truss Truss Type Qty Ply LOT 13/2 WATERSTONE T23213312 2699593 A17 Half Hip Girder 1 Job Reference (optional) �F, "Y' - -Y, V � - 00-f , b.asus t-eo iz zuzi, Ml l eKinclustnes, Inc. Mon Mar 15 15:38:56 2021 Page t NOTES- ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-67keNPHpxh79emzerOLvcKVhNjMiVvmrbe3URJzaeiT 11) Hanger(s) or other connection device(s) shall be provided sufficient to support.concentrated load(s) 91 lb down and 16.8lb up at 7-0-0. 91 lb down and 168 lb up at 9-0-12, 91 lb down and 168 lb up at 11-0-12, 91 lb down and 168 lb up at 13-0-12, 91 lb down and 168 lb lip at 15-0-12, 91 lbdownand 168 lb up at 17-0-12,.91 lb down and 168 lb up at 19-0-12, 91 lb down and 168 lb up at 21-0-12, 91 lb down and 168 lb up at 23-0-12, 91 lb down and 168 lb up at 25-0-12, 91 lb down and 168 lb up at 27-0-12, 91 lb down and 168 lb up at 29-0-12, 91 lb down and 168 lb up at 31-0-12, 91 lb down and 168 lb up at 33-0-12, 91 lb down and 168 lb up at 35=0=12, 91 lb down and 168 lb up at 37-0-12, 91 lb down and 168 lb up at 39-0-12, 91 lb down and 168 lb up at 41-0-12, and 91 lb down and 168 lb up at 43-0-12, and 145 lb down and 152 lb up at 44-2-4 on top chord, and 323 lb down and 136 lb up at 7-0-0, 66 lb down at 9-0-12, 66 Ib.down at 11-0-12, 66 lb down at, 13-0-12, 66 lb down at 15-0-12, 66 lb down at 17-0-12, 66 lb down at 19-0-12, 66 lb down at 21-0-12, 66 lb down at 23-0-12, 66 lb down at 25-0-12, 66 lb down at 27-0-12, 66 lb down at 29-0-12, 66 lb down at 31-0-12, 66 lb down at 33-0-12, 66 lb down at 35-0-12, 66 lb down at 37-0-12, 66 lb down at 39-0-12, 66 lb down at 41-0-12, and 66 lb down at 43-0-12, and 106 lb down at 44-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-11=-54, 2712=-20 Concentrated Loads (lb) Vert: 3=-91(B)11=-145(B)12=-61(B)19=-323(B)5=-91(B).16=-41(B)8=-91(B)13=41(B)22=-91(B) 23=-91(6) 24=-91(B)=25=-91(B) 26=-91(B)27=-91(B) 28=-91(B)30=-91(B) 31=-91(B) 32=91(13) 34=-91(B) 35=-91(B) 36=-91(B) 37=-91(B) 38=-91(B) 39=-91(B) 40=-41(B) 41=41(B) 42=41(B) 43=-41(B) 44=-41(B) 45=-41 (B) 46=-41 (B) 47=-41 (B) 48=-41 (B) 49=-41 (B) 50=-41(B) 51=-41(B)52=41(B) 53=41(B) 54=-41(B)55=-41(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 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 iVlii+ek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSI?P11 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 13/2 WATERSTONE T23213313 2699593 B03 COMMON SUPPORTED GAB 1 1 Job Reference o tional a rsraource (Pram Chy, ra), Hiant tarry, FL - 33b6l, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 15:38:57 2021 Page 1 ID:7-zuNOAdEBoQdU2OWuKTi6czl Ulk-aJHObkHRi_FOGwYrPjs88Y1xK7khEUy__glo2zlzaeiS -1-4-0 9-4-0 _ 18-8-0 20-0-0 1-4-0 9-4-0 9.4-0 4x6 = 5x6 18-8-0 Scale = 1:35.3 I Ig 18-8-0 Plate Offsets (X,Y)-- .[2:0-4-0,0-3-11 [3:0-3-10,0-2-0l,f9:0-3-10 0-2-01 [10:0-4-0 0-3-1] [15:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 11 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 11 n/r 120 BCLL 0.0 Rep Stress Incr YES WB b.09 Horz(CT) 0.00 '10 n/a n/a BCDL 10.0 Code FBC2020ffP12014 Matrix-S Weight: 97lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 18-8-0.. (lb) - Max Horz 2=206(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=199(LC 12), 10=-199(LC 12), 16=-117(LC 12), 17=-118(LC 12), 18=118(LC12), 14=117(LC 12), 13=-118(LC 12), 12=-118(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-101/329, 6-7=-101/329 WEBS 3-18=-175/300; 9-12=-172/298 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(3E)'-1-4-0 to 2-&0, Exterior(2N) 2-8-0 to 9-4-0, Corner(3R) 9-4-0 to 13-4-0, Exterior(2N) 13-4-0 to 20-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain. loading requirements specific to the use of this truss component.. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 Do. 8) This truss has been designed for a 10.0 psf bottom chord live load. nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Lumber designated with a T" 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 199 lb uplift at joint 2, 199 lb uplift at joint 10, 117 lb uplift at joint 16, 118 lb uplift at joint 17, 118 lb uplift at joint 18, 117 lb uplift at joint 14,118 lb uplift at joint 13 and 118 lb uplift at joint 12. 12) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 2. March 16,2021 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 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 oftrusses and truss systems, see ANSI?PI! Qualify 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 y Truss Truss Type Qty Ply' . LOT 13/2 WATERSTONE T23213314 2699593 B04 COMMON STRUCTURAL GA 1 1 Job Reference (optional) -- -- - ----- -- v •-• •• _••,-.,, ...... y, � ���� , y.wu J reu 14 4U 1 IVII I — 111UUbUIC5, I11U. IVIOn Mar -ID-ID:,5molo duzl rage s ID:ZzuNOAdEBoQdU2OWuKTi6czl Ulk-XiPn?QJhEcVkVEiDX8ucEz7AXxGRiJAHHcH82ezaeiQ -1-4-0 7-5-4 14-4-0 21-2-12 28-8-0 30-0-0 1-4-0 - 7-5� TIO-12 � 6-10-12 � 7-5-4 �1_4 'Scale = 1:55.7 4x6 6.00 ,12 5 oxe I I 5x8 = 3x4 = 5x8 = 13 12 11 10 5x8 = 3x4 I I 10-33 18-3=8 18- , 1 28-8-0 10-3-5 - - 8-0-3 n_ _3 Plate Offsets (X,Y)-- .[2:0-3-8,Edge], [2:0-2-8,Edge], [4:0-3-0,0-3-4], [5:0-2-0,0=0-8], [6:0-3-0,0-3-0],[8:0-4-0,0-3•.1],:[l3:0-2-0,0-1-8], [13:0-4-0,0,3-0], [14:0-2-0,0-0-2], [14:0-470. 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 0.70 Vert(LL) -0.15 14-39 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25, BC 0.76 Vert(CT) -0.32 14-39 >692 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.01 13 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -AS Weight: 201 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid'ceiling directly applied. ' WEBS 2x4 SP No.3 WEBS 1 Row -at midpt 5-13 OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-8-0 except Gt=length) 2=0-8-0. (lb) - Max Horz 2=309(LC 11) Max Uplift All uplift 100 lb or less atjoint(s) 12, 11, 10 except 2=-440(LC 12), 13=-775(LC 12), 8=-203(LC 12) Max Grav All reactions 250 lb or less at joints) 11, 10, 8, 8 except 2=799(LC 17), 13=1434(LC 19); 13=1274(LC 1) FORCES. (lb) Max. Comp./Max. Ten. -All forces 250.(lb) or less except when shown. TOP CHORD 2-4=-917/525, 4-5=-685/425, 5-6=-185/545, 6-8=-83/369 BOT CHORD 2-14=-317/1025, 12-13=-239/255, 11-12=-239/255, 10-11=-239/255, 8-10=-239/255 WEBS 5-13=-1123/709, 6-13=-453/521, 5-14=-346/879, 4-14=-521/525 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=4,0ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 14-4-0, Extedor(2R) 14-4-0 to 18-4-0, Interior(1) 18-4-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as peg ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 qc. 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, with BCDL = 10.0psf. 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 1001b uplift atjoint(s) 12, 11. 10 except Gt=lb) 2=440, 13=775, 8=203, 8=203. 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 aoolied directly to the bottom chord- - QVIN.`VF���,. ♦ I'` � �i Ro ;68'182 '• It ® WARNING - Verify design parameters and READ NOTES ON,THIS AND INCLUDED MITEK REFERENCEPAGE Mil-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 ANSUTPII Quality Criteria, DSB-89 and BC51 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 March 16,2021 Job Truss Truss Type Qty Ply LOT 13/2 WATERSTONE T23213315 2699593 B05 COMMON 3 1 Job Reference (optional) �� - ""•"""'•'c 1' �� ­ y, - 1), • ­y, -� - •+�•+ , - o.9ou s reu 14 NL I IVII I eK muus[nes, Inc. Mon Mtar to 1o:3`J:uu zuz1 Hage 1 ID:ZzuNOAdEBoQdU20 WuKTi6czl UI k-?uz9DmKK?vdb7OGQ4rPrmAfMSLeB RfkRWG 1 ia4zaeiP 1 4 0 7-5-4 14-4-0 21-2-12 28-8-0 30-0-0 1-4-0 7-5-4 6-10-12 B-10-12 7-5.4 1-4-0. Scale = 1:51.7 6.00 12 4x6 = 5 3x4 = 2x4 II 3x4 = 3x8 = 2x4 I I 3x4 = LOADING (psf) TCLL 20.0 TCDL' 7.0 BCLL 0.0 BCDL 10.0 /-b 4 14-4-0 21-2-12 _ 7 5A 6-10-12 6-10-12 PLATES GRIP MT20 244/190 Weight: 138 lb FT =.20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=322(LC 11) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1133(LC 1), 8=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1884/1201, 3-5=-1295/967, 5-7=-1295/967, 7-8=-1884/1201 BOT CHORD 2-13=-898/1703, 11-13=-898/1703, 10-11=-915/1638, 8-10=-915/1638 WEBS 5-11=-420/740, 7-11=-736/563, 7-10=0/299, 3-11=-735/563, 3-13=01299 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 14-4-0, Exterior(2R) 14-4-0 to 18-4-0, Interior(1) 18-4-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 fit=lb) 2=711, 8=711. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. - SPACING-. 2-0-0 CSI. DEFL. in (loc) I/defl L/d Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.15 10-19 >999 ' 240 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.20 10-19 >999 180 Rep Stress Incr YES WB 0.86 Horz(CT) 0.07 8! n/a n/a Code FBC2020/TP12014 Matrix -AS . Iv 0 ,��11'IN iV 111'1'11/r1, FZ e�i�.. ♦� ✓00 N`o :6,81:82 -10 Z pn *.... O F : iu March 16,2021 ® WARNING - Verifp design parameters.and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 6/19/2020 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design isbased only upon parameters shown, and is for an individual building component, knot ��• 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 . ANS11rP/f 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 13/2 WATERSTONE T23213316 2699593 B06 HIP 1 1 Job Reference (optional) -- . ---------- ,.._..- _.-„ . ...... ..... _ ...,..... , -.- u o roo i a c, I wn I GR'111UU5111C5, inc. rvrun mar -ro-usy:uz zuzi rage l I D:ZzuNOAdEBoQdU20 WuKTi6czl Ulk-xH5veSLaXXtJMh QoC GSJr6IhW8Exvh?j_aWpfzzaeiN 1 4 0 6-1-9 13-6-8 15 1-8 22-6-7 28-8-0 30-0-0 1-4-0 6-1-9 7-4-15 1-7-0 :7-4-15 6-1-9 1 4=0 Scale = 1:51.9 6.00 12 5x6 = 5x6 = 5 6 3x6 i 3x4 = 3x4 '_- 3x4 = 3x6 Q LOADING (pso SPACING-' 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES: GRIP TCLL - 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.23 11-19 >999 240 MT20:2441190 TCDL 7:0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.50 11-19 >693 180 BCLL 0.0 ' Rep Stress Incr YES. WB 0.29 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS - Weight: 131 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-6-0 Max Horz 2=307(LC 11) Max Uplift 2=-711(LC 12). 9=-711(LC 12) Max Grav 2=1316(LC 17), 9=1316(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2169/1262, 3-5=-1821/1047, 5-6=-1269/947, 6-8=-1822/1047, 8-9=-2170/1262 BOT CHORD 2-13=-967/2140, 11-13=-457/1365, 9-11=-998/1911 WEBS 3-13=-559/546, 5-13=-243/761, 6-11=-243/761, 8-11=-559/546 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS' (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-6-8, Exterior(2E) 13-6-8 to 15-1-8, Exterior(2R) 15-1-8 to 20-9-6, Interior(1) 20-9-6 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s).except at=lb) 2=711, 9=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. March 16,2021 ® WARNING -Verify design parameters and READ NOTES ONTHIS AND INCLUDED MIT EK 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVliTeic* fabrication• storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPN 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 Truss Type Qty- Ply: LOT 1312 WATERSTONE T23213317 2699593 B07 ROOF SPECIAL 1 1 o„nae � cd.re., roi., r•r.. Job Reference (optional) - - ••"•""""'� �• •�•• "117, 1 11' ....... —y. 0.430 s ra0 I z 2021 IVII1 eK Inauslnes, Inc. Mon Mar i5 75:39:03 zuzi Pagel ID:ZzuNOAdEBoQdU20WuKTi6czlUlk-PTfHroMClq?A r??I. zYOpHpfYbQe5QtCEFMBP.zaeiM 12-10-7 -1-4-0 5-10-9 11-6-8 1-4-0 5-10.9 5-00 22.6.0 28-8-0 30--40--00 5-7-15 2 7-60 6-2-0 1-3-7 Scale= 1:51.9 5x6 = 4x10 MT20HS = 5x6 i 6 3x4 = 2x4 // I US = 3x4 = ' . 3x6 = 3x6 — i 4-7,15 11-6-8. .11�7-0. 19-0-5 _ 23-0-2 28-8-0 4-7-15 - 6-10-9 0- -8 7-5-5 3-11-13 5-7-14 Plate Offsets (X,Y)-- .[4:0-3-0 0-2-71.T5:0-5-0 0-3-4]17:0-3-0 0-3-41 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lld PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.19 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.40 10-19 >866 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 146 lb FT = 20% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=308(LC 11) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1304(LC 17). 8=1306(LC 18) 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=-2302/1293, 3-4=-1676/1092, 4-5=-1468/1085,.5-6=-1537/1146, 6-7=-1880/1177, 7-8=-2154/1324 BOT CHORD 2-13=-1030/2219, 12-13=-1055/2121, 10-12=-500/1340, 8-10=-1033/1888 WEBS 3-13=0/273, 3-12=-576/457, 6-12=-337/615, 6-10=-286/767, 7-10=-477/518 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0ps1f; h=25ft;.B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-6-8, Extedor(2E) 11-6-8 to 12-10-7, Interior(1) 12-10-7 to 15-0-0, Extedor(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates 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 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) Provide mechanical connection (by others) of truss to bearing, plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=711 8=711. 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. O i NO, �061.92 Ito 1 'SIT 'E. OF- ..0 6% J*U-1n Velez PE Na.68182. Mi90Tek USA,.Ine,.FLNr't 6634.. �64'Parke EasfBlytl:TampaFL 33610; Dater March 16,2021 -- ® WARNING - VerRy tlesign parameters and REAb NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parametersho swn, 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, Suite203 Waldorf, MD 20601 Tampa, FL 36610 Job . Truss Truss Type city . Ply: LOT 13/2 WATERSTONE" T23213318 2699593 B08 ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8,430 s Feb 12 2021 MiTek.Industries, Inc. Mon Mar 15 15:39:04 2021 Page 1 I D:ZzuNOAdEBoQd U20 WUKT16cz1 Ulk-tfCg38Ng2881 c?aBJhUnxOg1 uyvsNTjORu?vjrzaeiL -1-4-0 5-2-15 9-8-8 i10-10-7 15-0.0 22-2-b 28-8-0 30-0-0 1-4-0 S-2-15 .: 4-3-9 1-3-15 4-1-8' 7-2-9- 6-5-7 :1-4-0 Scale = 1:52.8 5x6 — 3x6 = 3x4 = 3x4 = 3x4 = 3x4 = - 3x6 = 9-6-8 --, A03-10-5-13` 19-2-6 - 28-8-0 9-6-8 - - 8-4-1 -9-5-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL." in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC, 0.66 Vert(LL) -0.28 11-13 >999 240 MT20 244/190 TCDL 7:0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.46 11-13 >753 180 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.07" 9 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 146lb FT=20%' LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-308(LC 10) Max Uplift 2=-711(LC 12), 9=-711(LC 12) Max Grav 2=1306(LC 17), 9=1308(LC 18) 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=-2184/1427, 3-4=1891/1222, 4-5=-1681/1191, 5-6=-1939%1435, 6-8=-1914/1230, 8-9=-2160/1346 BOT CHORD 2-14=-1176/2150, 13-14=-837/1835, 11-13=-521/1328, 9-11=-1016/1889 WEBS 3-14=-379/396, 4-14=-203/548, 5-13=-846/664, 6-13==636/1010, 6-11=-321/849, 8-11=-474/517 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft;'Cat: II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-6-8, Exterior(2E) 9-6-8 to 10-10-7, 1nterior(1) 10-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, 1nterior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom. chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=711, 9=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. March 16,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE'PAGEMI47473 rev: 51i.9120.2.0 BEFORE USE. ��' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component,!not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 3661b Job , Truss Truss Type Qty Ply LOT 1312 WATERSTONE' T23213319 2699593 B09 ROOF SPECIAL 1 1 Job Reference (optional) . _ ... --- , u.You a Fuw IG LUG 1 Iwn, 1 CR;IIIDIl5l11CJ, Ir 1U. IVIUII Mar ID 7D:3`J:UO ZUZI rage I I D:ZzuNOAdEBoQdU20 WuKTi6czl Ulk-Lsm2GUN SpSGtD99NIP?OTEN COLFZ6=AgXkTGHzaeiK • -1-4-0 1 7-6-8 8-10-7 15-0-0 22-0-5 28-8-0 . 30-0-0 - 1-4-0 7-6-8 1-3-15 6-1-8 7-0=6 6-7-11 1 4=0 Scale = 1:51.9 5x6 5 3x4 = - 3x4 = 3x4 = 3x4 = 3x4 = 3x4 Plate Offsets (X,Y)-- [2:0-0-12,0-0-01 [3:0-3-0 0-2-71 [8:0-2-10 0-1-81 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in .(Ioc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.29 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25" BC 0.97 Vert(CT) -0.49 10-12 >701 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 141 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD. 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=07870 Max Horz 2=-308(LC 10) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1308(LC 17), 8=1310(LC 18) FORCES. (lb) _ Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2086/1289, 3-4=-1874/1296, 4-5=-2027/1372„5-7=-1969/1242, 7-8=-2162/1302 . BOT CHORD 2-13=-997/2022, 12-13=-1055/2159, 10-12=-510/1335, 8-10=-990/1885 WEBS 3-13=-218/618, 5-12=-560/1037, 5-10=-348/893, 7-1'0=-455/500, 4-12=-663/623, 4-13=-492/230 NOTES- 1) Unbalanced roof live loads have been' considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat: 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 7-6-8, Exterior(2E) 7-6-8 to 8-10-7, Interior(1) 8-10-7 to 15-0-0, Extbdor(2R) 15-0-0 to 19-0-0, Interior(1).19-0-0 to 30-0.0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60' plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 2=711, 8=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. IN EN I -Q, OF 46aouln yelei PENo.68182. BI[[Telk USA„Inc..FL,Cert.604 . 6904-Pa[kis East Blvd. Tatnpa#L 33616 March 16,2021 WARNING-Ver ® rfy design pammeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCEPAGE 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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 s Truss Type City' Ply LOT 1312 WATERSTONE' TEruO T23213320 2699593 ROOF SPECIAL 1 1 Job Reference o tional --- - ••'•--""•" "•••—Y, �Ir `��V••-y....u•, —oua rut, --1 Ivll I uK.IIIuu5uiv5, Inc. Ivimi ividr to lD:ju:UD GUCI rage ID:ZiuNOAdEBoQdU2OWuKTi6czl Ulk-g2KQUpO4alOkrJkZR6WFORvNYIbetMrJuBUOokzaeiJ • 1-1-4-0 1-4-0 I 55--66--8 10-7 10-3-5 11r3 22-0-6 28-8-0 30-0-0 3-15. 3-4-14 0-716-7-10 1-4-01-4-0-. 7-0-6 4x6 = 6 0 0 Scale = 1:51.9 3x4 = 3x4 = 5x8 — 3x4 = 3x4 = 3x4 5-6-8 - 6-10-7 10-3-5 19-6-14 22-9-12 28-8-0 5-6-8 1-3-15 3-4-14 - 9-3-9 3-2-13 5-10-4 Plate Offsets (X,Y)-- [9:0-2-10 0-1-81 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.31 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber D.OL 1.25 BC 0.98 Vert(CT) -0.5211-13 >656 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.07 9 n/a trite BCDL 10.0 Code FBC2020/TPl2014 Matrix -AS Weight: 145 1b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-308(LC 10) Max Uplift 2=711(LC 12), 9=-711(LC 12) Max Grav 2=1307(LC 17), 9=1308(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2213/1343, 3-4=-2004/1314, 4-5=-2041/1267, 5-6=-2114/1449, 6-8=-1967/1225, 8-9=-2161/1287 BOT CHORD 2-14=-1073/2153, 13-14=-1199/2419, 11-13=-487/1331, 9-11=-990/1884 WEBS 3-14=-318/734, 4-14=-659/380, 4-13=-558/435, 5-13=-299/370, 6-13=-665/1163, 6-11=-353/898, 8-11=-457/507 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-6-8, Exterior(2E) 5-6-8 to 6-10-7, Interior(1) 6-10-7 to 15-0-0, Extedor(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf'bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. • 7) Provide mechanical connection (by others) oftruss to bearing, plate capable of withstanding 100 lb: uplift atjoint(s) except (jt=1b) 2=711,9=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. .�QU I N ' V F'��y ♦J. i No, :681;82 March 16,2021 ® WARNING -Verify design parameters andREAD NOTES ON THISAND INCLUDED MITFJC REFERENCEPAGE MII-7473 rev. 5/18/2020 BEFORE USE. ,��• Design valid for use only with MiTek® connectors. This design is based onlyupon 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 a 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 . ANS11TPlf Quality Criteria, DSB-89 and BC3/ 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 13/2 WATERSTONE .. 2699593 B11 ROOF SPECIAL 1 1 T23213321 Job Reference (optional) y, Li, lam uny, rL - 00a61, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 15:39:07 2021 Page 1 ID:ZzuNOAdEBoQdU20 WuKTi6czlUlk-I Euoh9PjL3WbTSJm_p 1 UYfSXd9yAatyT7rDaKAzaei l 1 4-0 3-6-8 4-10-7 7-11-8 15-0-0 22-0-5 28-8-0 30-0-0 1-4-0 3-6-8 1-3-15 3-1-1' 7-0=8 7-0-6 6-7-11 Scale = 1:51.9 5x6 = 3x4 = Sx8 = 3x4 = 3k4 = 3x4 = 3x4 3-6-8 4,10-7 6-2-5 10-5-1 19-6-14 23-5-11 28-8=0 3-6-8 - 1-3-15 1-3-14- 4-2-12 - 9-1-13 3-10-13 5-2-5 Plate Offsets (X Y)-- ..(9:0-2-10 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.30 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1:25 BC 0.96 Vert(CT) -0.50 11-13 >687 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.07 - 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 142 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 2z4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=308(LC 11). Max Uplift 2=-711(LC 12), 9=-711(LC 12) Max Grav 2=1305(LC 17), 9=1307(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2307/1352, 3-4=-2573/1498, 4-5=-2971/1732, 5-6=-2056/1280, 6-8=-1961/1205, 8-9=-2155/1264 BOTCHORD, 2-14=-1103/2255, 13-14=-1126/2342, 11-13=-490/1343, 9-11=-984/1878 WEBS 3-14=475/958, 4-14=-1235/736,5-14=-380/768, 5-13=-688/621, 6.13=-478/1042, 6-11=-345/890, 8-11=-456/498 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 3-6-8, Exterior(2E) 3-6-8vIN to 4-10-7, Intedor(1) 4-10-7 to 15-0-0, Extefior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces & MWFRS for P.Q reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ��` ,O E N ,'�\r� to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. NO 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 376,0 tall by 2-0-0 wide Sk will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 00Ib uplift at joint(s) except Gt=1b) 2=711, 9=711. -d y 3 ST OF VJ 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. l,T� R 1 P`=`sue ��/lal'J.1►1� 4i quln Velez PE N6.6818'2 MITek USA„Inc,.Ft,Ceit 8634: '6904 Parke East Blvd. Tampa;FL 3361B, Date: March 16,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND, INCLUDED MITEK REFERENCEPAGE Mll-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 Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 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 13/2 WATERSTONE: T23213322 2699593 B12 Roof Special Girder 1 1 Job Reference (optional) -- - •--•^•- , -••• Y. 0.90u s reu I [ LUL I IVII I ex"InOeSlrleS, Inc. ivion Mar in io:oU Ub zuzi rage 1 ID:ZzuNOAdEBoQd U20 WuKTi6czl Ulk-mRSAuVQL6NeS4cuyYXYj5s_k?ZJ2JIjcMVz7sczaeiH -1-4-0 1-6-8 2-10-7 6-2-13 10-3-5 15-0-0 21-5-2 25-7-8 1=4-0 1-6-8 1-3-15 3-4 6 4-0-8 4-8-10 6-5-2 4-2 G 6.1 4x6 = 7 10 3x4 = 5x8 = 5x8 = 3x6 = 3x4 = 6x8 = Scale = 1:48.9 2-10-7 10-3-5 - 19 6 14 25 7 8 2-15-7 7-4-14 9-3-8 - "6-0-10 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 20.0 Plate Gnp DOL 1.25 TC 0.58 Vert(LL) -0.29 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber-DOL 1.25 BC 0.85 Vert(CT) -0.4811-13 >641 180 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MS Weight: 144 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or2-11-7 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 2-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-1-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-3-8 Max Horz 2=270(LC"7) Max Uplift 2=-653(LC 8), 10=-531(LC 8). Max Grav 2=1013(LC 13), 10=1061(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1799/910, 3-4=-2784/1346, 4-5=-3421/1710, 5-6=-1753/886, 6-7=-1799/1041, 7-8=-1277/745 BOT CHORD 2-14=-871/1754, 13-14=-1046/2157, 11-13=-378/1011, 10-11=-521/1018 WEBS 3-14=-641/1469, 4-14=-1551/838, 5-14=-611/1317, 5-13=-572/434, 6-13=-286/307, 7-13=-520/1154, 7-11=-85/377, 8-1 0=-1 343/697 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=653,10=531. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(§) 31 lb down and 114 lb" up at 1-6-8 on top chord, and 67 lb up at '1-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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 (plo Vert: 1-3=754,,3-4=-54, 4-7=-54, 7-9=-54, 10-15=-20 Concentrated Loads (lb) Vert: 3=73(F)18=45(F) %pUIN.�V����i . i :681.82 S F 44k% 'fR March 16,2021 ® WARNING - Yerifyr design parameters and READ NOTES ON THIS AND INCLUDED MITFJC REFERENCE "PAGE Mil-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 ANSUTP11 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 TrussType Qty Ply LOT 13/2 WATERSTONE T23213323 2699593 C1 Jack -Open 6 1 Job Reference (optional) --••_-•- • ••-•"""•"" P •"•••.,••n. • /•. , ,�, •• �••r, o.9ou J reu I LUL I IVII IeK Inausmes, Inc. Ivion mar io io:JB:UB zuz1 liage I ID:YARgCUhM7owkVEMpPNjefG2Awvz-EdOZ6rRztgmJi mS86E4ye4X=tzss2wJlb9igP3zaeiG -1-4-0i 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 r 101c VIIJcID ^ T lam- tL.U-1-4,U-U-Lt - LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 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 FBC2020rrPI2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12). Max Uplift 3=-3(LC 1), 2=-226(LC 12), 4=-15(LC 1) Max Grant 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 0-11-4 ccpurlins. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 20.0psf 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. 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) 3, 4 except at=lb) 2=226. %% QUIN.�VF���,. N4 68182 �' ST OF 'w 4U .0� 1�11a11'1��� Joaqulrr Uelei PE No:68162, MiTek 11SA;,lnC. FL Cert`66$4. 6904 Parke East Bh Tampa FL33610 March 16,2021 WARNING -Verify design parameters and REAL) NOTES ON THIS AND INCLUDED MIT REFERENCE . - 0 BEFORE USE. GE MII-7473 rev. S/19/202 D • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not _ atruss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the. overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of lrussesand 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 .Job Truss Truss Type Qty Ply LOT 13/2 WATERSTONE" T23213324 2699593 C3 JACK -OPEN 4 1 -R„ilrlo a Firc}Cn c /Dl�nr f`i/.. FI � DI�n1 r`a.. CI Job Reference (optional) __..__._ ..._...__.__ , .........y, ..y, 6 reu. IL cuc r Iva I eRJllaustrles, IrIC. Mon IVlar 15 15:39.09 202i rage 1 I D:zmbLkv5ELl DtgyehS Mn ND7z4_Wx-EdO.Z6rRztgmJimS86E4ye4X_tzpl2wJlb9igP3zaeiG -1-4-0 3-11-4 ' 1-4-0 ' 2-11=4 Scale = 1:12.7 H dace unsecs tA,TI-- .lz:u,u-4,tagej . LOADING'(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def. Ltd PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.26 Vert(I..L) 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: WE 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/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 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 Harz 2=152(LC 12) Max Uplift 3=-73(LC 12),.2=-245(LC 12), 4=-45(LC 9) Max Grav 3=62(LC 17), 2=195(LC 1), 4=49(LC3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3; second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. it; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;, porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60, plate grip DOL=1.60 2) Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading, requirements specific to the use of this truss component. 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) 3, 4 except (jt=lb) 2=245. N D 681.82' March 16,2021 ®WARNING - Verity design parameters and READ NOTES ON PHIS AND INCLUDED MITEK REFERENCE'PAGE MII-7473 rev. 5N 912020 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 iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Iyl 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 Truss Type Qty Ply LOT 13/2 WATERSTONE T23213325 2699593 C5 JACK -OPEN 4 1 Job Reference (optional) 1-4-0 0 o au s reu is cuc i rvp i eNinuusrnes, Inc. Nlon Marto 1b:.iwiu zuzi rage 1 ID:zmbLkv5ELIDtgyehSMnND7z4 Wx-ipaxJBRbe_UAKw1LgybBAH45uM4cnNZvppSExVzaeiF 4-11-4 4-11-4 3x4 = i 4-11-4 Scale = 1:17.6 mate onsets (A,Y)-- 12:U-1-4 U-U-2I - - LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.07 4-7 >897 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.06 4=7 >613 180 BCLL 0.0 Rep Stress Incr . YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 18lb 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 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ff;.B=45ft; L=40ft; eave=7ft; Cat. - II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live.load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other IiVe 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 2-0-6 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 (jt=1b) 3=128, 2=196. 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. ivo� 6aysz 'Ar pa FL 33610. March 16,2021 ®WARMING -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 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 ANS11TP11 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 1312 WATERSTONE T23213326 2699593 D.01 SPECIAL 2 1 B 'Id Job Reference (optional) w errs FirstSource (Plant City, FL), Plant City, FL , 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 15:39:11 2021 Page 1 I D:zmbLkv5ELIDtgyehSMnND7z4_Wx-AO8JXXSDP I01 x4cXDf6Q)1/cDpmKg Whl22TBnTxzaeiE -1 4-0 5-5-12 8-81 9 0 15-7-5 22.0-0 23-4-0 1-4-0 5-5-12 3-2-4 0-4- 6-7-5 6-4-11, 1-40 Scale = 1:47.1 7x10 4x6 2x4 11 ao-o 4 8-0-0 &0 15-7-5 21-8-0'-0 0 4- 7-8-0 &0 - G7-5 - 6.0-11 4 mace Unsecs tA,T)-- Iz:u-z-ti u-1-al IU:U-U-B U-1-8J 112:0-1-8 0-2-0] [14:0-6-0 Edge]' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well. Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.35 14-19 >300 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 0.30 14-19 >346 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr . YES WB 0.58 Horz(CT) -0.01 9 n/a nla BCDL 10.0 Code FBC2020frPI2014 Matrix -AS Weight: 119 lb FT = 20% LUMBER-' BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 5-12: 2x6 SP No.2 6-3-0 cc bracing: 12-14 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 -t 3-0-1, Right 2x4 SP No.3 A 3-2-5 REACTIONS. (size) 2=04-0, 14=0-4-0, 9=0-3-8 Max Horz 2=425(LC 11) Max Uplift 2=-601(LC 12), 14=-717(LC 12). 9=-768(LC 12) Max Grav 2=411(LC 21), 14=843(LC 1), 9=558(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-556/1757, 4-5=-163/448, 5-7=-187/395, 7-9=-472/1583 BOT CHORD 2-14=-439/197, 12-14=-1041/327, 5-14=-294/17, 11-12=-1246/474, 9-11=-1246/474 WEBS 4-14=-260/579, 7-11=-718/260, 7-12=-544/1445 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 23-4-0 zone; cantilever left and right,exposed ;:porch left and tight exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=601, 14=717, 9=768. 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. N:O :6,618 2' . t S OF . �. U 11.11► ill Jtiaguln:UeleziaE`No.68lli . MTCek USA,,InC..FL,Cerf66N, .6904-Parke EisfBlvd;Jainpa FL 33610. Date: March 16,2021 ® WARNING-VerR �- ydesign 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 any 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 ANS11TPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke E Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MParke Blvd. D 20601 Tampa, 3ast Job Truss Truss Type Qty Ply LO13/2 WTERSTONE 2699593 D01S MONO TRUSS 3 1 T23213327 Job Reference o tional ---- ---, • . -„ .._._ -.-„ • _ ___-• , u.-rou a rco i c au< i rvn r uK muusujvb, mc.. Mon Mar 10 'io:dy:lz /uzl rage 1 ID:zmbLkv5ELl DtgyehS Mn ND7z4_Wx-eChhktTrAb8uZEBjnNdfFi9 QeAffFEeCH7xL?NzaeiD -1-4-0 6-0-10 8-10-0 1;-4`0 : 6-0-10 2-9-6 Ill 4. oxo. —. 3x6 = Scale = 1:28.3 U-1U-d _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl - Ud PLATES GRIP TCLL 20.0 Plate Grip ;DOL 1.25 TC 0.61 Vert(LL) 0.36 6-10 >264. 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) 0.31 6-10 >301 ' 180 BCLL 0.0 Rep Stress lncr YES WB 0.22 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Cade FBC2020/TP12014 Matrix -AS Weight: 42 lb FT =.20% LUMBER - TOP CHORD 2x4 SP N0.2 60T CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 6=0-3-8 Max Horz 2=332(LC 12) Max Uplift 2=-404(LC 12), 6=-408(LC 12) Max Grav 2=388(LC1), 6=326(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-256/169 BOT CHORD 2-6=-495/202, 5-6=-495/202 WEBS 3-5=-300/736 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 8-8-4 zone; cantilever left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use.of this truss component. 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 at=lb) 2=404,6=408. 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. i a > �w .. OF 40 Joagtilri Yele PE:Nt%$8182 MiTek-USk,:Inc.. Fl-GertE634:. Wit Parke East Blvd. Tampa;FL 3361 f} Bate. March 16,2021 ® WARNING.- Verity design parameters and READ NOTESO N-THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473rev. 5/18/2020-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 ANS11TPI1 quality Criteria, DSB-89 and Bost 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 r Truss Truss Type Qty Ply: LOT 13/2 WATERSTONE. T23213328 2699593 D02 GABLE 1 1 Job Reference (optional) o."uu areu IG 4U41 IVII I erc 11MUSIrIes, Inu. iviun ivlalr to io::5emo zuzi rage 1 ID:zmbLkv5ELl DtgyehSMnt4D7z4_Wx-6OF3yDUTxvGIB NmwL48uowiVHa3T_dhLVnguYgzaeiC -1-4-0 6-0-10 - 8-8-0 9 0 0 14-11-6 22-0-0 23-4-0 1-4-0 6-0-10 2-7-6 0-4- 5-11-6 7-0-10 1-4-0 4x6 Scale = 1:44.6 8-0-0 . 6-8-Q 14-11-6 6-3-6 . F-R-in . .. LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 6.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1:25" Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.93 BC 0.64 WB 0.49 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/dell Ud 0.19 8-10 >839 - 240 0.16 8-10 >986 180 0.03 8 n/a n/a PLATES, GRIP MT20 244/190 Weight: 144 lb FT.= 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 8-12: 2x4 SP No.2 P 6-10-0 oc bracing: 11-13 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 8=0-3-8, 2=0-4-0, 14=0-4-0 Max Horz 2=423(LC 11) Max Uplift 8=-780(LC 12), 2=-560(LC 12), 14=-743(LC 12) Max Grav 8=587(LC 1), 2=394(LC 21), 14=807(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-250/496, 4-5=-185/438, 5-6=-219/458, 6-8=-682/1629 BOT CHORD 2-14=-250/143, 13-14=-250/143, 11-13=-1053/336, 10-11=-1382/565, 8-10=-1348/561 WEBS 6-10=-710/257, 6-11=-573/1540, 4-13=-255/506 NOTES-� 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph ���.; t VF� (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=40ft; eave=7ft; Cat. II; Exp P,Qv'.. C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 23-4-0 zone; cantilever left E N � S� and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate.grip DOL=1.60 3) Truss designed for loads !� N o :6,81'82' wind 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading; requirements specific ` to the use of this truss component. �• 5) All plates are 2x4 MT20 unless otherwise indicated. i .• 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 live load 'OF O �. i1 .S�t� �_ �� "ri a 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 othermembers. ti`i. N f;V, �I� SS? ' " 9) lt inrs lumber.hpressure-treatedignated with a "P" is this Plates Oor !�, ,. ; 1V used mberr. ouldbe pr tected r mcorrosion per recommendation of the treatment company. Borate there suitable treatment may be used if it does not corrode the plates. If ACQ, CBA,•or CA-B treated lumber is used, improved corrosion Joa4uin;VelezPE:No.68182.. protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this MiTek USA;:Ine..FL,Cert6634.. design. Building designer to verify suitability of this product for its intended use. 6904 P2ike East BIvd:Tampe;FL 33610 _ 10) Provide mechanical connection (by others) of truss to bearing plate capable'of withstanding 100 lb uplift at joint(s) except (lt=1b) Date. 8=780, 2=560, 14=743. Marrth 1R 7f194 ;ontinued on page 2 WARNING.- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. S/i 9/2020 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 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 TruT23213328 ss Truss Type Qty Ply LOT 1312 WATERSTONE: 2699593 D02 GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567,- 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 15:39:13 2021 Page 2 MOTES- ID:zmbLkv5ELlDtgyehSMnND7z4_Wx-6OF3yD UTxvGIBNmwL48uowiVHa3T_dhLVnguYgzaeiC 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord bottom chord. and 1/2" gypsum sheetrock be applied directly to the ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 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?P11 Quality Criteria, OSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 M1• MiTek° 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 13/2 WATERSTONE T23213329 2699593 E7 JACK -OPEN _ 37 1 Job Reference o tional .9 1 o."OU s reo iZ ZUri.IVII IeKinausrnes, Inc. Mon Mar is 75:38:14 ZU21 Hage 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-bapR9YU6iD OcoXL6vof7L7Eg9_MMjBZVkRQR4GzaeiB 1 4-0 7-0-0 b4-0 7-0-0 Scale = 1:22.6 3x6 = Y 7-0-0 7-0-0 Plate Offsets (X Y)-- . [2:0-0-4 Edge) LOADING ,(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef( Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0:22 4-7 >376 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.21 4-7 >390 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020frPI2014 Matrix -AS Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-195(LC 12), 2=-217(LC 12) Max Gram 3=198(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exte,6or(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof Iive.load shown covers rain loading, requirements specific to the use of this truss component. 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. `,t� y-� , 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing of ♦ , QV IN VC ��� plate capable withstanding 100 lb uplift atjoint(s) except Gt=lb ♦♦♦ OP < �. 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. '.� �'. NO. :6,8182 =p ;ct.z 70F .� / AFL 33610 March 16,2021 A WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITFJQ 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 chard members only. Additional temporary and permanent bracing A A'T�1�IC' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MY� 1 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 Truss Type Qty Ply LOT 13/2 WATERSTONE. 2699593 E7V Jack -Open 3 1 Job Reference o tional T23213330 Builders FirstSource (Plant City, TL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 15:39:15 2021 Page 1 I D:YARgCUhM7owkVEMpPNjefGzAwvz-3nN gMuVkTW WrQhwl SVBMtLng8NhwSeoez59?cizaeiA 1 4-0 7-0-0 1-4-1 - - 7-0-0 Scale = 1:22.6 .1 1 3x6 Plate Offsets (X Y)-- ,[2:0-0-10 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.23 4-7 >356 240 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.22 4-7 >378 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a file BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP N0.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC'12) Max Uplift 3=-200(LC 12), 2=-210(LC 12) Max Gray 3=200(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown PLATES GRIP MT20 244/190 Weight: 25 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. . NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. - II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, 1merior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer% Project engineer responsible for verifying applied roof live load shown covers rain loading: requirements specific to the use of this truss component. 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) Bearing at joint(s) 2 considers parallel to grain value using ANSIITPI 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 (jt=1b) 3=200, 2=210. 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. ® 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 MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component„not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing 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 oftrusses and truss systems, see . ANSI/rp/f Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 i fV:o 681'82 ie wr MiTek' 6904 Parke East Blvd. Tampa, FL 36610 March 16,2021 ,lob Truss Truss Type Qty Ply LOT 13/2 WATERSTONE U3213331 2699593 E7VA Jack -Open 1 1 Job Reference (optional) Builders Firstaource (Plant city, rt_l, I rant city, FL - 33567, 8.430 s Feb 12 2021 MiTekindustries, Inc. Mon Mar 15 15:39:16 2021 Page 1 ^ ID:YARgCUhM7owkVEMpP.NjefGzAwvz-XzxCaEWMEgeK2rV000ibQYK8gn7YB52nCIvY89zaei9 1-4-0" 3x4 Scale = 1:22.6 6-1-8 0-10-8 Plate Offsets (X,Y)-- [2:0-1-15,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate G60 DOL 1.25 TC 0.41 Vert(LL) 0.09 6-12 >923 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.10 6-9. >864 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 5 n/a file BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC.12) Max Uplift 4=-120(LC U), 2=-195(LC 12), 5=-46(LC 12) Max Grav 4=126(LC 17), 2=361(LC 1), 5=226(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-8=-737/709 BOT CHORD 2-6=-996/840, 3-6=-807/957 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2r8-3, Interior(1) 2-8-3 to 6-11-4 ione;C-C for members and forces &'MWFRS for reactions shown; LumberrCOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed far a 10.0 psf bottom chord live load nohconcurrentwith any other live loads. * 4) 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. +��� • V N �I� ._ 5) Refer to girder(s) for truss to truss.connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��, ,O ,• G E'N capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 5 except Qt=lb) , N o '681_$2 �, 4=120, 2=195. 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 7k , * •• W. sheetrock be applied directly to the bottom chord. =o OF O R , ON,,�. N - � .. Joaquln-.V f PE N&68182. MITek USAJhc. FL.C6rt66M . =6904 Parke EastiBlvd. Tampa FL 33610; Date: March 16,2021 -- ® WARNING -Verify tlesign parameters and READ NOTES dN THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 611 9/2020 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 oftrusses and truss systems, see . ANSI?Pit 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 13/2 WATERSTONE T23213332 2699593 E7VB Jack -Open 1 1 Job Reference (optional) ------- ----- -,- -•v•- - - - ­I1111a 41,a rvn r cn,uruumues, u)c. rvwn mar to ia:ay:-Ii zucl rage ID:YARgCUhM7owkVEMpPNjefGzAwvz-?9VanaX?8mBg?4hawDgymsE7BOtwYlxQPe5hbzaei8 1 4-0 4-1-8 7-0-0 1-4-11 4-1-8 - 2-10-8 I 0 3x4 Scale = 1:22.8 o vuxw ln, r i-_ .lc.u-u- i a,�a9et - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) •'I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.24 6-12 >344 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.22 6 >387 180 BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(CT) -0.07 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=-156(LC 12), 2=-193(LC 12), 5=-25(LC 12) Max Grav 4=172(LC 17), 2=364(LC 1), 5=154(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 256 (lb) or less except when shown. TOP CHORD 3-8=-807/767 BOT CHORD 2-6=-1063/895, 3-6=-862/1025 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11r4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component.. 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 5 except Gt=lb) 4=156, 2=193. 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. ,,�I,illf No. ;68'1'82 �'Cc:� E 'O'F'` Or el Joaqul Velez PE No:68182, MiTek USA„ InCjL ur1l6634'. `6964 Parlie'East`Bltrd. Tar ipa;pL 3361 Q. Date: March 16,2021 WARNING- Verify design parameters and READ NOTES O.INCLUDED MITE . AND K REFERENCE PAGE MII-7473 rev. 5119/20. - BEFORE USE. Design valid for. use only with MiTekit connectors. This design is based only upon parameters shown, and is for an individual building component,'not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI117P/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 ParkBlvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MParke East D 20601 Tampa, East ,Job , r . Truss Truss Type Qty' Ply LOT 13/2 WATERSTONE' T23213333 2699593 E7VC Jack -Open 1 1 Job Reference (optional) ...... ...y, . - ... ---, :. e.vw q ruu 14- 1 Ivq r K muuburu5, Inc. ivion velar 7D 1O:.Sya / ZUzi rage 1 ID:YARgCUhM7owkVEMpPNjefGzAwvz-?9VanaX_?8mBg?4hawDgymsDtBU WwVgxQPe5hbzaei8 • -1-4-0 2-1-8 4-6-2 7-0-0 12-6-10 2 3 14 fl 0 3X6 3.00 F12 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl - Lid' TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.16 3 >528 240 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.16 3=7 >506 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) -0.12 li n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC:12) Max Uplift 5=-32(LC 12), 2=-224(LC 12). 6=-162(LC 12) Max Grav 5=24(LC 17), 2=313(LC 1). 6=257(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-9=-269/67 BOT CHORD 3-7=-558/328 WEBS 4-7=-438/749 Scale = 1:22.6 PLATES GRIP MT20 244/190 Weight: 31 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Inte(or(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Bearing atjoint(s) 2 considers parallel to grain value using ANSlfrPI 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 atjoint(s) 5 except (jt=lb) 2=224, 6=162. 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. =L 33610; March 16,2021 ® WARNING - Verify design parameters and READ NOTES ONTHIS AND INCLUDED MITEK REFERENCE'PAGE MII-7473 rev. 5/19/2020 BEFORE. USE. Design valid for use only with MiTekO connectors. must verify the applicability of design parameters and properly incorporate this design inThis design is based only upon parameters shown, and is for an individual building cponent, not ��• a truss system. Before use, the building designer omto the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mire 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 oftrusses and truss systems, see ANS11TFl1 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 13/2 WATERSTONE T23213334 2699593 F01 GABLE 1 1 Job Reference (optional) III •-••• n .. •.�•y- - --- a reu is LUZ I IVII I ert rrlOO5lne5, Inc. ivioniviar to loida:l t5 ZUZ1 Page l ID:zmbLkv5ELlDtgyehSMnND7z4_Wx,Tm3y?wYclRulH9et8dk3VzPREbs?f J4f3OfD1zaei7 -1-4-0 4-4-0 8-8-0 10-0-0 1-4-0 4-4-0 4-4-0 1,4-0 Scale = 1:21.5 46 4 5xS = 5x8 = T o. Plate Offsets (X,Y)-- "-v- (2.0-4-0 0-3-11, [6:0-4-0 0-3-11 4-u-u 4-0-0 0-44 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES, GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.03 8-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) 0.03 8-17 >999 180 BCLL 0.0 Rep Stress Incr . YES WB 0.08 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 45lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 P WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 6=0-4-0 Max Horz 2=-103(LC 10) Max Uplift 2=-481(LC 12), 6=-481(LC 12) Max Grav 2=393(LC 1), 6=393(LC 1) FORCES. (lb) - Max. Comp./Max. Ten..- All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-310/1107i 4-6=-310/1107 BOT CHORD 2-8=-777/250, 6-8=-777/250 WEBS 4-8=-519/140 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 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft;'Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-4-0, Exterior(2R) 4-4-6 to 8-2-0, Interior(1) 8-2-0 to 10-0-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable studs spaced at 2-0-0 Do. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for.this design. Building designer to verify suitability of this product for its intended use. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 2=481, 6=481. 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, IN'V,���i . Et 'e 10 '68182 'STOO F •;`( YJ R,A Joaquln:Vele PE,Nli:68182. . Ml `ek;USA„Inc.Est-FLGeit6834... . 6904 Parke Blvd; TafnpaFL33 Qata -. March 16,2021 WARNING-Veri �desi 'n pars -- ® .. . _ fy. g p meters and READ NOTES ON THIS AND INCLUDED MITE( REFERENCEPAGE 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 verifythe 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 ANSUTP/f 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 13/2 WATERSTONE 2699593 H7 DIAGONAL HIP GIRDER 2 1 T23213335 Job Reference (optional) ­y, 1, 8.43U s Feb 12 2021.MiTek Industries, Inc. Mon Mar 15 15:39:20 2021 Page 1 ID:YARgC UhM7owkVEMpPNjefGzAwvz-PkAjQcZsH391XSoGF2mXaOUgBOVy7pVN6NtmHwzaei5 -1-10-10 5-2-5 9-10-13 1-15-10 5-2-5 e_R_R 5-2-5 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 TCDL 7.0 LumberDOL 1.25 BC 0.46 BCLL 0.0 Rep Stress Incr NO WB 0.36 BCDL 10.0 Code FBC2020rrP12014 : Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=278(LC.8) Max Uplift 4=-147(LC 8), 2=-349(LC 8), 5=-178(LC 9) Max Grav 4=124(LC 1), 2=517(LC 1). 5=330(LC 1) FORCES. (lb) -,Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown'. TOP CHORD 2-3=-765/459 . BOT CHORD 2-7=-524/693, 6-7=-524/693 WEBS 3-7=-26/286, 376=-751/568 Scale = 1:22.1 3x4 = 9-1 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.04 7-10 >999. 240 MT20 2441190 Vert(CT) -0.07 6-7 >999 180 Horz(CT) 0.01 -5 n/a n/a Weight: 43 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-11-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf;, BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip'DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component.. 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 atjoint(s) except at=lb) 4=147,2=349, 5=178. 7) Hanger(s),or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 18 lb up at 1-5-12, 64lb down and 18 lb up at 1-5-12, 5 lb down and 100 lb up at 4-3-11, 5 lb down and 100 lb up at 4-3-11, and 37 lb down and 155 lb up at 7-1-10, and 37 lb down and 155 lb up at 7-1-10 on top chord, and 41 lb up at 1-5-12, 41 lb up at 1-5-12, 5 lb down and 54 lb up at 4-3-11, 5 lb down and 54 lb up at 4-3-11, and 29 lb down at 7-1-10, and 29 lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20. Concentrated Loads (lb) Vert: 13=-75(F=-37, B=-37) 15=10(17=-5, B=75) 16=-57(F=-28, B=-28) ® WARNING -.verify design parameters and READ NOTES ON •THIS AND INCLUDED MITEK REFERENCE�PAGE Mll-7473 rev. 5/19/2020 BEFOREUSE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing 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 oftrusses and truss systems, see , ANSUTPI1 quality Criteria, DSB-99 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 S OF 44/ ,�� .• -. R. Z MF WOW 6904 Parke East Blvd. Tampa, FL 36610 March 16,2021 ,w 1 I " 269959.3 Builders Fir: t russ I russ Type Qty Ply: - LOT 13/2 WATERSTONE' T23213336 H17 Diagonal Hip Girder 1 1 Job Reference (optional) loot City, FL), Plant City, FL- 33567, 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 15:3919 2021 Page 1 I D:ZzuNOAdEBoQdU20 WuKTi6cz1 Ulk-xYcKCGYE4VI0uvJD3hLF12ByhO?FDOSoEuj7CITzaei6 1-10-10 2-2-3 1-10-10 2-2-3 i1 Scale = 1:9.1 Plate Offsets (X,Y)-- r2:0-2-10 0-0-21 2-2-3 223 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -MP - Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. or 2-2-3 oc:purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4--Mechanical Max Horz 2=109(LC.8) Max Uplift 3=-61(LC 1), 2=-249(LC 8), 4=-46(LC 1) Max Grav 3=51(LC By, 2=165(LC 1), 4=40(LC 8) FORCES. (lb) -.Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1:60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 atjoint(s) 3,4 except at=lb) 2=249. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 75 lb up at �, OP �<� G EN 1-5=12, and 60 lb down and 75 Ib up at 1-5-12 on top chord, and 48 Ib up at 1-5-12, and 48 Ib up at 1-5-12 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). {N'0 6818.2 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 �._. Uniform loads (plo O F Vert: 1-3=-=-54, 4-5=-20 Concentrated Loads (lb) 0, Vert: 8=150(F=75, B=75) 9=51(F=26, B=26).R \\` pa;FL33610, March 16,2021 WARNING de ® Verify gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/'I9/2020 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 theapplicabilityof design.paramelers 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 ANSUTPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 PaEast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD Parke East 20601 Tampa, rk 0o r r g JTruss 699593 PB1 Builders FirstSource (Plant'City, FL), : Plant City, FL - 3 Ply T23213337 4 I 1 8.430 s Feb 12 2021 MiTek;lndustries, Inc. Mon Mar 15 15:39:21 2021 Page 1 ID:?1YDfltmYJ1 NmupVDA3te2z4H2S-txk5dyaV2MHc8cNSpmHm7c1 OGoxPsK5WL1 cJgMzaei4 8-8-0 46 6 3x6 = "" 2x4 II 3x6 = LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lld TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL . 1.25 . BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Ho/z(CT) 0;00 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 Scale = 1:16.7 PLATES- GRIP MT20 244/190 Weight: 27 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or.6=0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 8-8-0. (lb) - Max Horz 1=-82(LC 10) . Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 1=-128(LC 17), 2=-264(LC 12), 4=-264(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=319(LC 17), 4=302(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. WEBS 3-6=-133/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft L=40ft: eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except at=lb) 1=128, 2=264, 4=264. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4, 6. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 1a':FL 336i11 March 16,2021 �— WARNING. design parameters and READ NOTES ON D THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid far 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 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 } 91 2699593 IPB2 VALLEY Ply T23213338 ' I I I I Job Reference (optional) (Plant City, FL), Plant City, FL - 33567, 8.430 s Feb 12 2021 MiTek•Industries, Inc. Mon Mar 15 15:39:22 2021 Page 1 ID:? 1 YDfltmYJI NmupVDA3te2z4H2S-M71Tglb7pgPTmmyeNTp?fpaBOCGebnKgahMsMozaei3 4-0-0 4-4-0 4-8-0 8-8-0 4-0-0 0-4-0 0-NO 4-0-0 Scale = 1:17.2 46 = N I7 d 6 3x6 = 2x4 II 3x6 4-4-0 8-8-0 4-4-0 4-4-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES_ GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) We n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc-purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 8-8-0. (lb) - Max Horz 1=82(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 1=-128(LC 17), 2=264(LC 12), 4=-264(LC 12) Max Grav All reactions 250 lb or less at joints) 1, 5, 6 except 2=319(LC 17), 4=302(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-133/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=6.Opsf; h=25ft; B=45ft; L=46ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except Qt=lb) 1=128, 2=264, 4=264. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4, 6. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ® 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 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 oftrusses and truss systems, see ANSUTPlf Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 IUI N' :,�` "OP: • KID- 68182 Ail Welk' 6904 Parke East Blvd. Tampa, FL 36610 March 16,2021 rdob. + Truss Truss Type Qty Ply LOT 13/2 WATERSTONE 2699593 PB3 VALLEY 2 1 T23213339 n„rise. F' - tS Job Reference (optional) s irs ource (Plant Ctry, FL),, Plant City, FL - 33567, 8.430 s Feb 12 2021 MITek:Industries, Inc. Mon Mar 15 15:39:23 2021 Page 1 ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-gJsr2dbla_XKOwXrwBKEC16NBcbnKDcppL5QuFzaei2 2-0-0 4-4-0 6-8-0 8-8-0 2-0-0 2-4-6 2-4-0 2-0-0 3x4 = 3x6 II 3x4 = 6.00 12 3 9 4 10 5 2x4 = 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 FBC20201TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 Scale = 1:16.5 O 2x4 = CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.27 Vert(LL) n/a rile 999 MT20 244/190 BC 0.13 Vert(CT) n/a n/a 999 W 3 0.14 Hcrz(CT) -0.01 . 7 n/a n/a Matrix-S Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6;0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. All bearings 8-8-0. (lb) - Max Horz 1=35(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2 except 8=-142(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 1, 7, 2 except 8=283(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-199/367, 3-4=-192/367, 4-5=-192/367, 5-6=-192/370 BOT CHORD 2-8=-258/148, 6-8=-258/148 WEBS 4-8=-218/469 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-15 to 2-0-0, Extedor(2R) 2-0-0 to 6-0-0, Interior(1) 6-0-0 to 6-8-0, Exterior(2E) 6-8-0 to B-4-1 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer /Project engineer responsible for verifying applied roof jive load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by, others) oftruss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 7, 2 except (jt=lb) 8=142. 9) Beveled plate or shim required to Provide full bearing surface with truss chord at joint(s) 2', 8. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. VEN �PQUIN'y����� . F� 1j 1 fVo :681'82 #n"% QJ .0�� riff s.% ,ONtpo Joaquln Velez PE No.68182 . MITek USklik..FL.Cert.6634`." :6904 Parke East'Blvd. Tarn_pa;FL 33610. Date: March 16,2021 ® WARNING.- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511012020 BEFORE USE. Design valid for use only with MlTeke 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 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 Symbols PLATE LOCATION AND ORIENTATION 3j4' 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_117 v For 4 x 2 orientation, locate plates 0- "i ' from outside edge of truss. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 BOTTOM CHORDS . 8 7 6 5 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. ❑ X 3. Never exceed the design loading shown and never 0 stack materials an inadequately braced trusses. U 4. Provide copies of this truss design to the building pdesigner, erection supervisor, property owner and I— 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 This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 7. Design assumes trusses will be'suitably protected from connector plates. the environment in accord with ANSI/TPI 1. " 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 fogy crushing only. Industry Standards: ANSIITP11: 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. 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: MII-7473 rev. 5/19/2020 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, -this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specked. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and. load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions. of this design, (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIITPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.