Loading...
HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200 r8 F D Maitland, Florida 32751 P: (321)972-0491 1 F: (407)880-2304 1 E: info@fdseng.com • Website: www.fdseng.com /..,_ ENGINEERING ASSOCIATES . 411. August 31, 2020 Building Department Ref: Adams Homes Lot: Lot 50 Blk.1 Subdivision: Fort Pierce - Waterstone Address: 5401 Lugo St. Model: 2020 CR RHG 3CF KA # 20-5256 Truss Company: Builders First Source Date of drawings: 8/5/20 Job No.: 2413467 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 for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, •S�`e �v�SJJ off• Op ® �� '..l Carl A. Brown, P.E. Lu SAP I FL. # 56126 FL. #°8rj E dE 11➢I1i011i 8/31/2020 Todd M. Born, P.E. FL. # 82126 "Doing Business with a Service Mindset and an Eye for Detail" Lumber design values are in accordance with:ANSI /TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 2413467 - LOT 50/1 WATERSTONE MiTek, USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 2413467 Model: 2020 1����3 1��4115 Lot/Block: 50/1 Subdivision: Waterstone-St Lucie County Address: 5401 Lugo St., City: Fort Pierce State: FL Name Address and :License # of Structural Engineer of Record, If there is one, for the building. Name: License #: �ddress City: State: General Truss Engineering _Criteria & Design Loads (Individual Truss Design Drawings Show Special' Loading Conditions): Design Code: FBC2017/TP1201-4 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 771:0 Wind Speed: ;160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 50 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 G.15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name: Date No. Seal# Truss Name .Date 1 TMMI'l5 A01 8/5/20 23 T20935137 CK . 8/5/20 2 T20935116 ,A02. 8/5/20 24 T20935138 MP 8/5/20: 3 T20935117 A03 8/5/20 . 25 T20935139. C3S 8/5/20 4 T20935118 A04 8/5/20 26 T209351.40 C3V 8/5/20 5 TZ0935119 A05 8/5/20 27 T20935141 C5 8/5/20 6 T20935120 A06 8/5/20 28 T20935142 C5V 8/5/2.0 7 T20935121 A07 8/5/20 29 T20935143 D04S 8/5/20 8. T20935122 A08 - 8/5/20 .30 T2093514:4 .D05S . - 8/5/20 9 T20935123 Al3S- 8/5/20 31 T20935145 E3 8/5/20 10 T20935124 Al4S 8/5/20 32 T20935146 E4 8/5/20 11 T20935125 Al5S 8/5/20 33 T20935147 E5P 8/5/20 12 T20935126. Al6S 8/5/20 34, T20935148 E7 8/5/20 13 T20935127 A17 8/5/20 35 T20935149 E7V 8/5/20 14 T20935128 .B04S 8/5/20 36. T20935150 H3 8/5/20 15 T20935129 -B05S 8/5/20 37 T20935151 - 1-14A 8/5/20 16 T20935130 C1 8/5/20 38 T20935152 1-15P 8/5/20 17 T20935131 C1A 8/5/20 39 T20935153 H7 8/5/20 18 T20935132 C1 P 8/5/20 40 T20935154 H7V 8/5/20 19 T20935133 CIS 8/5/20 41 T20935155 K01 8/5/20 20 T20935134 C1V 8/5/20 42 T20935156 K02 8/5/20 21 T20935135 C3 8/5/20 43 T20935157 K03 8/5/20 22 T20935136 MA 8/5/20 44 T20935158 P01 8/5/20 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc r under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin y My license renewal date for the state of Florida is February 28; 2021:' IMPORTANT NOTE: The seal on these: truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the -designs comply with ANSI/TPI 1. These designs are based upon parameters, shown.(p.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 orTRENCO 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. August 5,2020 Velez, Joaquin 1 of 2 a MiTek USA, Inc. RE: 2413467 -LOT 50/1 WATERSTONE 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: Adams Homes Port -St Lucie Project Name: 2413467 Model: 2020 CR 3CAR 1OX20 Lot/Block: 50/1 Subdivision:. Waterstone-St Lucie County Address:. 5401 Lugo St., ... City: Fort Pierce State:.: FL No. Seal# .. Truss Name Date 45 T20635159 P02 8/5/20 46 T20935160 P03 8/5/20 47 T20935161 V05 8/5/20 48 T20935162 V06 8/5/20 49 T20935163 V07 8/5/20 50 T20935164 V08 8/5/20 b Truss Type City Ply LOT 50/1 WATERSTONE �20413467 TTruss T20935115 ROOF SPECIAL 9 1 Job Reference (optional) -- -••• � •n rwGl L LULV —I eR aIUU51PUC , Inc. vvea I D:OAgsmhRnU 78gy81 pVrgZFsz3?jG-kuf8RSU MvARTxM7wAFJ P 6-3-0 12-11-0 19-10-0 26-9-0 _ 33-5-0 6-3-0 6-8-0 6-11-0 6-11-0 6-8-0 5x6 = 6.00 12 .. 5 5x8 3.00 12 . 31-0-0 o -i u:zn:aa zuzu rage i Scale = 1:72.2 5x8 C riate VITSe1S lx r I-- Iz:U-z-6 tagel, I6:u-2-6 tageJ I11:U-3-U U-3-41 LOADING (psf) SPACING- 2-0-0 CSI: DEFL. in (Ioc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.76 10-11 >626 240 MT20 2441190 TCDL 7.0 LumberDOL. 1.25 BC 0.97 Vert(CT)-1.0810-11 >439 180 MT201­1S. 187/143 BCLL 0.0 Rep Stress Incr YES WB 0,96 Horz(CT) 0.61 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 202 lb FT = 20 LUMBER- BRACING- . TOP CHORD 2x4 SP No.2 *Except` TOP CHORD Structural wood sheathing directly applied. 1-4,6-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 `Except' 2-13,8-10: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Hors 2=-435(LC 10) Max Uplift 2=-941(LC 12), 8=-941(LC 12) Max Grav 2=1540(LC 1), 8=1540(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4928/2913, 3-4=-4609/2670, 4-5=-2451/1625, 5-6=-2449/1608, 6-7=-4605/2660, 7-8=-4908/2887 BOT CHORD 2-13=-2470/4770, 12-13=-1431/3045, 11-12=-702/1887, 10-11 =-1 479/2878, 8-10=-2494/4431 WEBS 5-11=-545/996, 6-11 =-1 119/863, 6-10=-849/1759, 7-10=-313/411, 5-12=-539/1051, 4-12=-1192/853, 4-13=-853/1904, 3-13=-2971409 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Intedor(1).2-8-0 to 19-10-0, Exterior(2) 19+10-0 to 23-10-0, Interior(1) 23-10-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate d ip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide , vill fit. between the bottom chord.and_any other members, with BCDL= 10.Opsf. 6) Bearing atjoint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1'angle.to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical 'connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=941,8=941. 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. August 5,2020 ®WARNING -verify design parameters and READ NOTES ON THIS AND INCLtiOEb'MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE:USE. • Design valid for use only with MiT&O 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 andbracing of trusses and truss systems, see ANS11rPN 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 3467 IP LOT 50/1 WATERSTONE T20935116 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 510:26:40 2020 Page ' ID:OAgsmhRnU78gy81 pVrgZFsz3?jG-C4D WfoV_gUZKYWi7kygeoELum21 L9Mi2RHcIMOygwhD 1-4-0 6-3=0 12-11-0 19-0-0 0-8-0 26-9-0 33-5-0 39-8-0 1-0-0 -0-0 6-3-0 6-8-0 6-1-0 1-8-0 6-1-0 - 6-8-0 6-3-0 -4-0 Scale = 1:72.3 5x6 = 6.06 12 5x6 = 5 6 5x8 ZZ Sx8 3.00 12 LOADING. (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL ' 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.76 11-12 >627 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT)-1.0811-12 >440 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.61 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 200 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except` TOP CHORD Structural wood sheathing directly applied. 1-4,7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except` 2-14,9-11: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=419(LC 11) Max Uplift 2=-941(LC 12), 9=-941(LC 12) Max Grav 2=1540(LC 1), 9=1540(LC 1) FORCES. (lb) -Max* Comp./Max. Ten.'- All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4975/2968, 3-4=-4657/2719, 4-5=-2454/1666, 5-6=-1934/1466, 6-7=-2448/1647, 7-8=-4604/2733, 8-9=-4912/2962 BOT CHORD 2-14=-2520/4800, 13-14=-1463/3062, 12-13=-792/1988, 11-12=-1525/2870, 9-11=-2562/4435 WEBS 3-14=-294/417, 4-14=-869/1922, 4-13=-1210/862, 5-13=-527/1031, 6-12=-530/977, 7-12=-1141/873, 7-11=-877/1764, 8-11 =-309/41 9 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Extedor(2) 19-0-0 to 24-8-0, Interior(1) 24-8-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip D5OL=1.60 3) Provide adequate drainage to prevent water ponding: 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6).+This_ truss has been designed for 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) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=941,9=941. 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. August 5,2020 A WARNING - Verify design parametersend 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 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 ANSUTPII Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 rJob Truss Truss Type Qty Ply LOT 5011 WATERSTONE ' T20935117 2413467 A03 HIP 2 1 Job Reference (optional) ouuucra nraL�uwuc tr—u. -Ly, ry, nduL �ny, rL- aaaor, ts.zw s Mar v ZUZU MI I eK Inouslrles, Inc. vve0 Aug 01U:Zb:4Z ZUZU Hage 1 ID:OAgsmhRnU78gy8lpVrgZFsz3?jG-8TLH3UXEC5g2ogsVrNs6ufRDUrjgdHyLub5rQGygwhB 11-4-0, 6-3-0 1 12-11-0 17-0-0 22-8.0 1 26-9-0 1 33-5-0 39-8-0 41-0-0. 4-1-0 5-8-0 6.00 12 5x6 = 5x8 =. 5. 23 24 6 5x8 % 3.00 12 Scale = 1:72.9 LOADING (pso TCLL 20.0 .TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr . YES Code FBC2017/TP12014' CSI. TC 0.83 BC 0.98 WB 0.83 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud 0.76 11-12 >625 240 -1.07 11-12 >444 180 0.62 9 n/a n/a PLATES MT20 MT20HS Weight: 207 Ib GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied. 1-4,7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 6-14 2-15,9-11: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE ' Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=378(LC 11) Max Uplift 2=-941(LC 12), 9=-941(LC 12) Max Grav 2=1540(LC 1), 9=1540(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4920/3074, 3-4=-4601/2829, 4-5=-2467/1735, 5-6=-2200/1647, 6-7=-2476/1754, 7-8=-4601/2868, 8-9=-4920/3112 BOT CHORD 2-15=-2626/4628, 14-15=-1545/2891, 12-14=-1049/2198, 11-12=-1604/2860, 9-11=-2701 /4444 WEBS 3-15=-333/430, 4-15=-906/1878, 4-14=-1086/809, 5-14=-490/844, 6-12=-502/864, 7-12=-1019/816, 7-11=-928/1771, 8-11=-347/431 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2) 17-0-0 to. 21-0-0, Interior(1) 21-0-0 to 22-8-0, Exterior(2) 22-8-0 to 26-9-15, Interior(l) 26-9-15 to 41-0-0 zone;C-C for members and forces & AWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding, 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'`Chis 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 chordand other members. 7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=941,9=941. 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. August 5,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLl1DED.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 Welk' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M� I is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPi1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa,, FL 36610 tlob Truss . Truss Type Qty Ply LOT 50/1 WATERSTONE r T20935118 2413467 A04 HIP 1 1 Job Reference (optional) tsuaaers t-irstoource Imam Gny, t-Ll, rlani Gny, t-L - 335b r, 8.24U S Mar 9 2U2U MI I eK Industries, Inc. Wed Aug 5 1 U:26:45 21320 Page 1 ID:OAgsmhRnU78gy81 pVrgZFsz3?jG-Z20Pi WZ7VOCdfHb4W V PpVH3lh3l?ggDnaZKW 1 bygwh8 1-4-0 6-3-0 12-11-0 15: -0 19-10-14 24-8-0 26-9-0 335-0 39.8-0 1-0-0 -4-0 2-1-0 4-10-14 - 4-9-2 2-1-0 6-8-0 -6-3-0 -4-0 Scale=1:73.4 1.5x8 STP = 23 m 2 0 1 5x8 24 2x4 3 3.00 12 6.00 12 5x6 = 3x4 5x6 i 5 25 -26 6 27 28 7 5X6 4 8 29 .. - 15 - 31. 32 14 I 13 12 6x12 MT20HS 3x8 = 4x6. = 3x8 = 6x12 MT20HS = LOADING .(psf) SPACING- . 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) _ 0.72 15-16 >659 240 TCDL 7.0 LumberDOL 1.25 BC 0.94 Vert(CT).-.1.0413-15 >457 180 BCLL 0:0 * Rep Stress Incr YES WB 0.74 Horz(CT) 0.58 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 8-11,1-4: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 *Except* 2-16,10-12: 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 - Max Harz 2=-337(LC 10) Max Uplift 2=-941(LC 12), 10=-941(LC 12) Max Grav 2=1540(LC 1), 10=1540(LC 1) FORCES. (lb) -Max. Cam p./Max.'Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4942/3145, 3-4=-4591/2889, 4-5=-2818/1993, 5-6=-2493/1802, 6-7=-2492/1818, 7-8=-2818/2010, 8-9=-4582/2930i 9-10=-4910/3185 BOT CHORD 2-16=-2690/4710, 15-16=-1559/3000, 13-15=-1394/2616, 12-13=-1621/2882, 10-12=-2769/4437 WEBS 3-16=-345/434, 4-16=-954/1824, 4-15=-999/802, 5-15=-770/1139, 6-15=-336/267, 6-13=-338/272, 7-13=-787/1146, 8-13=-945/814, 8-12=-978/1711, 9-12=-356/434 r? 2x4 Lb 30 1.5x8 STP = 0 o 10 11 o. 5x8 zzz 39-8-0 PLATES GRIP MT20 :244/190 MT20HS - 187/143 Weight: 209lb FT=_20% Structural wood sheathing directly applied. Rigid ceiling' directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 24-8-0, Exterior(2) 24-8-0 to 28-8-0, Interior(1) 28-8-0 to 41-0-0 zone;C-C for members and forces S Iv1WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 '3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0. psf bottom chord live load nonconcurrent with any other live loads. 6) r this truss has been designed for live load of 20.Opsf on the bptto(n chord in all areas where a: rectangle 3-6-0 tall by 2-0-0. wide will fit between the.bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 2, 10.considers parallel to grain value using ANSI/TPI 1 angle to.grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=941,10=941. 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. August 5,2020 ® WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5i19/2020 BEFORE USE. Design valid for use only with MiTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not * a truss system. Before use, the building designer must.verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M�Tek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Qualify Criteria, DSB-89 and SCSI Building Component 6994 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite203 Waldorf, MD 20601 " Tampa, FL 6610 fob Truss Truss Type Qty Ply LOT 50/1 WATERSTONE T20935119 2413467 A05 HIP 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 10:26:46 2020 Page 1 ID:OAgsmhRnU78gy8lpVrgZFsz3?jG-1EanvsalGKKUGRAG4Dx22VbxrS67Z6PxpD33Z2ygwh7 141 6-3-0 13-0-0 19-10-0 26-8-0 33-5-0 39-8-0 1-0-0 -4-0 6-9.0 6-10-0 6-10-0 6-9-0 6-3-0 -4-0 Scale = 1:73.4 �1 0 6x8 = 6.00 12 23 24 4x6 = 6x8 = 5 25 26 6 5x8 zz 5x8 % 3.00 12 8-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.70 10-11 >684 240 MT20 244/190 TCDL 7.0 Lumber DOL. 1.25 BC 0.88 Vert(CT) -0.90 11-13 >529 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.58 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 202 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied. 4-6: 2x6 SP No,2, 1-3,7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 31 'Except' 12-14,10-12: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=295(LC 11) Max Uplift 2=-941(LC 12), 8=-941(LC 12) Max Grav 2=1540(LC 1), 8=1540(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4905/3214, 3-4=-4588/2963, 4-5=-3070/2143, 5-6=-3070/2163, 6-7=-4588/2994, 7-8=-4905/3254 BOT CHORD 2-14=-2753/4507, 13-14=-1651/2847, 11-13=-1862/3261, 10-11=-1613/2847, 8-10=-2832/4430 WEBS 3-14=-343/457, 4-14=-1014/1833, 4-13=-190/550, 5-13=-418/342, 5-11=-418/342, 6-11=-190/550, 6-1 0=-1 039/1754, 7-10=-353/455 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2) 13-0-0 to 17 -0-0, Interior(1) 17-0-0 to 26-8-0, Extedor(2) 26-8-0 to 30-8-0, Interior(1) 30-8-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding: 4) This truss has been designed for a 10.0. psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed fora jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide oill fit between the bottom chord and any other members. '6) Bearing at joint(s) 2, 8 considers parallel to grain value using'ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable' of withstanding 100 lb uplift atjoint(s) except.(jt=lb) 2=941,8=941. 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. August 5,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 ANS11riell Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. FL Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa,, 3set10 } T20935120 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 10:26:48 2020 Pap—1 ID:OAgsmhRnU78gy8lpVrgZFsz3?jG-zdiYKXb?oxaCWIJfCezW7whH1GnQ14aEHXYAewygwh5 1-4-0 6-3-0 11-0-0 16-1-13 23-6-3 28-8-0 33-5-0 39-8-0 1-0-0 -4-0 6-3-0 4-9.0 5-1-13 7-4-5 5-1-13 4-9-0 6-3-0 -4-0 m 1 0 5x6 = 4 5x6 = 2x4 II = 23 5 6 24 7 5x6 5x8 3.00 12 Sx8 Scale = 1:72.0 8-8-0 16-10-11 22-9.5 31-0-0 39-8-0 8-8-0 8-2-11 5-10-11 8-2-11 8-8-0 Plate Offsets (X Y)-- [2:0-2-6 Edge] [4:0-3-8 0-2-41 [&0-3=0 0-3-01 [7.0-3-8 0-2-41 [9.0-2-6 Edge] [11.0-4-0 Edge] [12'0-2-8 Edge] 1`14'0-4-0 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) ' I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.88 12-13 >541 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.96 Vert(CT) -1.13 12-13 >422 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.67 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 190 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 'Except' 4-5,5-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except* 12-14,11-12: 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Harz 2=254(LC 11) Max Uplift 2=-941(LC 12), 9=-941(LC 12) Max Grav 2=1540(LC 1), 9=1540(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4879/3239, 3-4=-4605/2995, 4-5=-4007/2745, 5-6=-4007/2769, 6-7=-3992/2753, 7-8=-4604/3037, 8-9=-4879/3279 BOT CHORD 2-14=-2771/4404, 13-14=-1853/3267, 12-13=-2336/4021, 11-12=-1919/3267, 9-11=-2850/4402 WEBS 3-14=-273/400, 4-14=-839/1533, 4-13=-594/1013, 5-13=-414/423, 6-12=-357/412, 7-12=-587/1003, 7-11=-86211489, 8-11=-284/398 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Extedor(2) 11-0-0 to 15-0-0, Interior(1) 15-0-0 to 28-8-0, Exterior(2) 28-8-0 to 32-8-0, Interior(1) 32-8-0 to 41-0-0 zone;C-C for members and forces & I1r�WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed fora:live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any, other members. 6) Bearing at joint(s) 2, 9 considers parallel to grain value using"ANSI(fPl 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=lb) 2=941, 9=941. 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. August 5,2020 ® WARNING - Verify design pammeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. •' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Oty Ply LOT 50/1 WATERSTONE � TTruss T20935121 2413467 HIP 1 1 Jab Reference o tiorial o ,a„r ,.,,y, I.a,rr , Ly, ����r, o.zvu s mar a zuzu mi I eK inaustnes, Inc. wea Aug b I U:zb:bl ZUZu rage 1 ID:OAgsmhRnU78gy8lpVrgZFsz37G-NCNgyZeu4symNC2EtmWDIYJkzToaEMLgzVngFFygwh2 1-4-0 6-3.0 9-0-0 15-1-1 19-10-0 24-6-15 30-8-0 33-5-0 39-8-0 1-0.0 -4-0 6-3.0 2-9-0 6-1-1 4-8-15 4-8-15 6-1-1 2-9-0 6-3-0 -4-0 Scale = 1:72.0 6x12 MT20HS i 2x4 II • 6.00 12 4 25 26 5 27 2x4 3 1.5x8 STP = 24 23 2 16 15 c� 0 1 6x8 = I _ 5x8 = 5i 8 % 3.00 12 15-1-1 6x12 MT20HS 5x8 = 2x4 II 6 28 7 29 30 8 . 2x4 9 ro 31 N 32 1.5z8 STP = o 14 13 6x12 MT20HS = 5x8 = 12 - 10 " w 6x8 = i 11 Io 5x8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) . Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 1.25 14 >382 240 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -1.55 14 >308 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.79 10 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except TOP CHORD 4-6,6-8: 2x4 SP No:2 BOT CHORD BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=213(LC 11) Max Uplift 2=-941(LC 12), 10=-941(LC 12) Max Gray. 2=1540(LC 1), 10=1540(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4839/3243, 3-4=-4661/3066, 4-5=-5397/3629, 5-6=-539713629, 6-7=-5397/3651, 7-8=-5397/3651, 8-9=-4661/3107, 9-10=-4839/3282 BOT CHORD 2-16=-2768/4361, 15-16=-2325/4009, 14-15=-3460/5688, 13-14=-3460/5688, 12-13=-2402/4009, 10-12=-2847/4361 WEBS 3-16=-150/289, 4-16=-674/1213, 4-15=-1045/1608,5-15=-302/363,6-15=-414/223, 6-13=-414/223, 7-13=-302/363, 8-13=-104411608, 8-12=-692/1197, 9-12=-160/287 PLATES GRIP MT20 244/190 MT20HS, 187/143 Weight: 189 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 30-8-0, Exterior(2) 30-8-0 to 34-8-0, Interior(1) 34-8-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide utlill fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=941,10=941. 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. August 5,2020 ® WARNING —Verify design parameters and READ NOTES ON THIS AND INCLUDED'MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE -USE. Design valid for use only with Mi rek@ connectors. This design is based only upon parameters shown, and Is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iViiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and.bracing of trusses and truss systems, sea ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 ParkEast Blvd. Safety/nfParke ormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa,, East Job Truss Type Qty Ply 50/1 WATERSTONE TA T20935122 2413467 HIP GIRDER 1 LLOT Reference (optional) --••_-•- • ••-•-•-�•�� �• ^• � •>• • �n • .,,,>, - 0.44V s rvidr y ZUZU mi r eK inuusrries, mc. vvec Hug 0 1U:Zb:0b LULU rage l ID:OAgsmhRnU78gy81 pVrgZFsz37jG-k9BZOGiOvOb3TzxBgJ6OScOgRUZcvfHP6mUbvTygwgz 1-4-0 4-4-4 7-0-0 10-1-4 15-6-9 19-10-0 24-1-7 29-6-12 32-8-0 35-3-12 39-8-0 1-0-0 -0-0 4.4-4 2-7-12 3-1.4 5-5-6 4-3-7 4-3-7 5-5-6 3-1-4 2-7-12 4-4-4 -4-0 Scale = 1:72.0 6x8 46 = 6.00 12 4x6 = 7x10 — 46 = 4x6 = 6x8 = 4 26 5 27 28 629 30 31 32 7 33 34 835 36 37 38 9. 39 10 2x4 = 2x4 = 3 11 1N 1.5x8 STP = 1.5x8 STP = la 2 19 40 41 42 18 43 17 44 45 - 16 46 15 47. 48 14 49 12 w 13 0 7x10 - 4x6 = 8x14 MT20HS = 4x6 = 46 = Iq o 7x10 = - 5x8% 3.00 12 5x8 7-4-8 12-9-15 - 17-1-5 22-6-11 26-1%1 32-3-8 39-8-0 _ 7-4-6 5-5-7 4-3-6 5-5-7 4-3-6 5-5-7 7-4-8 Plate Offsets (X Y)-- [4:0-4-0 0-1-151 [7:0-5-0 0-4-81 [10:0-4-0 0-1-151 [14.0-4-12 0-5-0] [17 0-7-0 0-4-81 [19.0-4-12 0-5-01 LOADING (psf) SPACING- 2-0-0 CSI: DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 1.10 16-17 >434 240 MT20 244/190 .TCDL 7.0 LumberDOL 1.25 BC . 0.75 Vert(CT)-1.3516-17 >353 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(CT) 0.56 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 710 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins. 4-7,7-10: 2x6 SP No.2 BOT.CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 SP No.2 *Except* 17-19,14-17: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=171(LC 7) Max Uplift 2=-1844(LC 8), 12=-1963(LC 8) Max Grav 2=3189(LC 1), 12=3295(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1138416246, 3-4=-1171116332, 4-5=-11556/6280, 5-6=-16740/9203, 6-7=-18905/10513, 7-8=-18998/10614, 8-9=-16982/9465, 9-1 0=-1 1964/6727, 10-11=-12156/6821, 11-12=-11801/6706 BOT CHORD 2-19=-5549/10445, 18-19=-7948/14669, 17-18=-10104/18447, 16-17=-10659119320, 15-1 6=-1 0264/18594, 14-15=-8307/14998, 12-14=-5966/10824 WEBS 3-19=-480/655, 4-19=-2622/5080, 5-19=-3724/2318, 5-18=-1179/2487, 6-18=-2058/1410, 6-17=-250/714, 7-17=-533/569, 7-16=-406/429, 8-16=-147/641, 8-15=-1928/1269, 9-15=-1045/2368, 9-14=-3618/2198, 10-14=-2659/5115, 11-14=-553/701 NOTES- 1) 3-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 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) Al loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. IW Exp G; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.0psf 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. 9) Bearing at joint(s) 2, 12 considers parallel to grain value using ANSI1TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=1844, 12=1963. Continued on page 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE:USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not o a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the — fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP/1 Duality Criteria, DSB-89 and BCS/ Building Component 6904 Park Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD Parke East Blvd. 20601 Tampa; East I36610 August 5,2020 )ob Truss Truss Type Qty Ply LOT 50/1 WATERSTONE T20935122 2413467 A08 HIP GIRDER 1 q v7 Jab Reference (optional) Guliaers rlrstJource kmant c¢y, rL), . mani city, I-L - JJOb NOTES- 8.24U s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 10:26:56 2020 Page 2 ID:OAgsm hRnU78gy81 pVrgZFsz3?jG-k9BZOGiOvOb3TzxBgJ6OScOgRUZcvfHP6rnUbvTygwgz 11) Hanger(s).or other connection device(s) shall be provided sufficient to support concentrated load(s) 116 lb down and 184 lb up at 7-0-0, 116 lb down and 184 Ill up at 9-0-12, 116 lb down and 184 lb up at 11-0-12, 116 lb down and 184 lb up at 13-0-12, 116 lb down and 184 lb up at 15-0-12, 116 lb down and 184 Ill up of 17-0-12, 116 lb down and 184 lb up at 19-0-12, 116 lb down and 184 lb up at 20-7-4, 116 lb down and 184 lb up at 22-7-4, 116 lb down and 184 lb up at 24-7-4, 116 lb down and 184 lb up at 26-7-4, 116 lb down and 184 lb up at 28-7-4, and 116 lb down and 184 lb up at 30-7-4, and 339 lb down and 483 lb up at 32-8-0 on top chord, and 449 lb down .and 168 lb up at 7-0-0, 82 lb down at 9-0-12, 82 lb down at 11-0-12, 82 lb down at 13-0-12, 62 lb'down at 15-0-12, 82 lb down at 17-0-12, 82 lb down at 19-0-12; 82 lb down at 20-7-4, 82 lb down at 22-7-4, 82'lb down at 24-7-4, 82 lb dawn at 26-7-4, 82 lb down at 28-7-4, and 82 lb down at 30-7-4, and 449 lb down and 168 lb up at 32-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-10=-54, 10-13=-54, 19-20=-20, 14-19=-20, 14-23=-20 Concentrated Loads (lb) Vert: 4=-116(B)10=-282(B)17=-60(B)18=-60(B)16=-60(B)15=-60(B)26=-116(B)27=-116(B)28=-116(B)29=-116(B)31=-I16(B)32==116(B)33=-116(B) 34=-116(B)36=-116(B)37==116(B)38=-116(B)39=-116(9)40=-449(B)41=-60(B)42=-60(B)43=-60(B)44=-60(B)45=-60(B)46=-60(B)47=-60(B)48=-60(B) 49=-449(B) ®WARNING - Wrify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTekwO 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 ANS11TPl1 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 L Tampa,, FL 36610 b Truss Truss Type Qty Ply LOT 50/1 WATERSTONET20935123 �204 13467 A13S Roof Special Girder 1 1 Job Reference (optional) ouuuers rirstauurce triant Cry,. FL). . Plan[ Cry, FL - 33567, 8.240 s Mar a 2020 Mi t ex industries, inc. Wed Aug a iu:26:58 2020 rage i ID:I6Wz51 ms7aK38?AGu6Ks4zcPzM-gYlKQyjHROmiH4ank8sX15yjiDmNUUia4zi_Lygwgx 10-10-2 16-0-0 19-6-8 25-0-0 6-8-0 32-8-0 39-8-0 1-0-0 5-8-5 5-1-14 5-1-14 3-6-8 5-5-8 1-8-0 6-0-0 7-0-0 -4-0 Scale = 1:72.0 ' 6.00 12 5x6 = .. 4 2x4 11 5x6 i 5 3 4x6 11 7xl0 = 6x8 = 2x4 \\ 6 7 NAILED NAILED Special 2 U on 6 1 ; 1.5x8 STP = c 15 o Bx10= c 2x4 11 7x1 0 = 29 30 - 11 910I9 �+ 2.0 19 18 ' 5x82— NAILED 2x4 �� : 2' , 17 3x6 I I Special 3x6 = 3x8 =. 3x6 11 NAILED 3x6 3x6 = 3x4 3.00 112 6-10-7 13 2-8 19-5 4 19- -8 25-0-0 . 6-8-0 32-6-8 34-10-12 39-8-0 6-10-7 6-4-0 6-2-12 0- -4 5-5-8 1-8-0 5-10-8 2-4-4 4-9-4 Plate Offsets (X,Y)— [3:0-3-0,0-3-01,[6:0-5-12 0-3-81,[8:0-6-0,0-2-81[9:0-2-6,0-0-71,[12:0-3-1 0-0-111[14:0-2-12 0-3-4] [16:0-2-4 0-3-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.23 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) .-0.30 12-13 >820 180 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 245 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 6-8: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-3-9 oc bracing. BOT CHORD 2x4 SP No.2 `Except* WEBS 1 Row at micipt 4-16, 6-16 5-17,14-16,7-13: 2x6 SP No.2, 9-12: 2x4 SP No.1 WEBS 2x4 SP ND.3 REACTIONS. (size) 1=Mechanical, 17=0-3-8, 9=0-8-0 Max Horz 1=-350(LC 6) Max Uplift 1=-160(LC 8), 17=-1598(LC 8), 9=-784(LC 8) Max Grav 1=652(LC 13), 17=2726(LC1). 9=1086(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1036/382, 2-3=-963/409, 3-4=-521/674, 4-5=-1003/2076, 5-6=-1180/2137, 6-7=-1179/815, 7-8=-1266/909, 8-9=-3043/1880 BOT CHORD 1-20=-319/1143, 18-20=-515/815, 16-17=-2670/1630, 5-16=-320/359,.15-16=-365/338, 14-15=-344/337, 7-14=-474/530, 12-13=-522/1033, 11-12=-1608/2825i 9-11=-1529/2713 WEBS 2-20=-320/336, 3-20=-313/552, 3-18=-566/488, 4-18=-619/827, 16-18=-730/688, 4-16=-2378/1413, 6-16=-1689/1101, 6-15=-22/271, 6-14=-1104/1670, 12-14=-1064/1769, 8-14=-1625/982, 8-12=-409/1166, 8-11 =-1 77/379 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) INS truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify dbpacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s).except at=lb) 1=160, 17=1598, 9=784. 9) "NAILED" indicates 3-10d (0.148"xW) or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 380 lb down and 547 lb up at 32-8-0 on top chord, and 447 lb down and 196 lb up at 32.(3-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFOREUSE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component; not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design, into the overall building design. Bracing indicated Is to prevent buckling. of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS11rP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36616 August 5,2020 .Job Truss Truss Type Qty Ply LOT 5011 WATERSTONE X T20935123 2413467 A13S Roof Special Girder 1 1 Job Reference (optional) ounuer5 rlr5touurce trlant l.lty, rL), runt l.lty, rL - 6J00 r, S.z iu s mar a zuzu ml I eK mousines, Inc. vveo Aug 0 IU:zo:Oa zuzu rage z ID:16Wz51_ms7aK38?AGu6Ks4zcPzM-gYIKQyjHROmiH4ankBsX15yj IDmNUUia4zi_Lygwgx LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 6-8=-54, 8-10=-54, 17-21=-20, 14-16=-20, 12-13=-20, 12-24=-20 Goncentrated Loads (lb) Vert: 12=-447(F) 8=-284(F) 27=-118(F) 28=-118(F) 29=-58(F) 30=-58(F) 0 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED.MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE -USE. Design valid for use only with MiTekOO 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 TA building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M �Tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII 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 36616 ob A Truss Truss Type City Ply LOT 5011 WATERSTONE �A`14S T20935124 2413467 Roof Special 1 1 Job Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 10:26:59 2020 Page 1 ID:16Wz51_ms7aK38?AGu6Ks4zcPzM-8ksielkvCJzeKRfmLSg54Eep tYd64mrpkjFWnygwgw i 1-3 16-0-0 19-6-8 22-11-15 30-8-0 34-11-5 39-8-0 41-0-0 8-3-3 ' 7-8-12 3-6-8 3-5.7 7-8-1 4.3-5 4-8-11 1-0-0 3x6 = 6.00 12 3x6 = 5x12 = 5x6 = 3.00 112 3x6 Zz Scale = 1:74.0 M 6 v 0 0 LOADING (psf) SPACING- 2-0-0 CSI.. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.23 15-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.38 15-18 >615 1811 BCLL 0:0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 211 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. 4-13: 2x4 SP No.3 WEBS 1 Row at midpt 3-15, 12-15, 3-12, 6-11 WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 13=0-2-8, 8=0-8-0 Max Hors 1=-350(LC 10) Max Uplift 1=-317(LC 12), 13=-994(LC 12), 8=-457(LC 12) Max Grav 1=613(LC 21), 13=1832(LC 1), 8=666(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-846/485, 2-3=-708/550, 3-4=-384/973, 4-5=-516/950, 6-7=-1156/708, 7-8=-1561/1130 BOT CHORD 1-15=-215/804, 12-13=-1753/1262, 4-12=-1991251, 11=12=-264/453, 10-11=-355/939, 8-10=-919/1395 WEBS 2-15=-532/581, 3-15=-655/900, 12-15=-364/387, 3-12=-13831943, 5-12=-786/559, 5-11 =-1 87/540, 6-11 =-1 139/842, 6-1 0=-1 46/560, 7-10=-431/508 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 16-0-0, Exterior(2) 16-0-0 to 20-0-0, Interior(1) 20-0-0 to 30-8-0, Exterior(2) 30-8-0 to 34-8-0, Interior(1) 34-8-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) fortruss to truss connections. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify c'9pacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 13. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=317, 13=994, 8=457. 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. August 5,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUbED MITEK REFERENCE PAGE MII-7473 rev. 6f1912020 BEFORE USE. OF Design valid for use only with MTek® connectors. This design is, based only upon parameters shown, and is for an Individual building component; not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual buss 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 SCSI Building Component 6904 Parke East Blvd. Safetylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Ilob Truss Truss Type Qly��JL.ob T 50/1 WATERSTONE T20935125 2413467 A15S Roof Special 1 Reference o tional Builders FirstSource (Plant City, FL), ' Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 510:27:01 2020 Page 1 -3-3 ID:16Wz51_ms7aK38?AGu6Ks4zcPzM-57_S3_lgkxDMZIp9SsiZ9fj W EVE4-6a_-1m8G2CM1ag-ygwgu 8-3-3 16-00 19--8 2p11-15 8-8-10 31-0-0 35-1-5 39--810 1 -00-00 8 1-547-8-12 3-6-8 7 5x6 = 6.00 12 Scale = 1:72.0 3x6 _ 5x6 II 3x6 3x6 = 5x12 = - 3.00 12 20-11-15 ' 10-M 19-5.4 19- 41 28-8-0 31-0-0 39-8-0 10-0-8 9-4.12 0- -4 7-8-1 2A-0 8-8-0 1.5-7 Plate Offsets (X Y)-- [2:0-4-0 0-3-01 [6:0-5-8 0-2-4][9:0-1.10 0-0-71 [14.0-2-4 0-2-81'[15'Edge 0-3-81 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.23 17-20 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.86 Vert(CT) -0.38 17-20 >615 180 BCLL O:O Rep Stress Incr YES WB' 0.44 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Cade FBC2017/TPI2014 Matrix -AS Weight: 221 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. 4-15: 2x4 SP No.3 WEBS 1 Row at micipt 3-17, 14-17, 3-14, 6-13 WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 15=0-2-8, 9=0-8-0 Max Horz 1=-350(LC 10) Max Uplift 1=-312(LC 12), 15=-1003(LC 12), 9=-453(LC 12) Max Grav 1=612(LC 21), 15=1834(LC 1), 9=673(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-844/479, 2-3=-706/545, 3-4=-399/982, 4-5=-456/898,'5-6=-275/534, 6-7=-653/487, 7-8=-1143/675, 8-9=-1605/1065 BOT CHORD 1-17=-213/812, 14-15=-1755/1285, 13-14=-605/712, 12-13=-74/597, 11-12=-352/948, 9-11 =-861/1436 WEBS 2-17=-532/581, 3-17=-653/898, 14-17=-371/380, 3-14=-1392/953, 5-14=-688/503, 5-13=-254/671, 6-13=-1207/858, 6-12=-251/528, 7-12=-589/418, 7-11=-149/450, 8-11 =-471/481 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-0-0, Intedor(1) 4-0-0 to 16-0-0, Exterior(2) 16-0-0 to 20-0-0, Interior(1) 20-0-0 to 28-8-0, Exterior(2) 28-8-0 to 32-8-0, Interior(1) 32-8-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Rearing at joint(s) 9 considers parallel tograin value using ANSI/T'PI :1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 1=312, 15=1003, 9=453. 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. August 5,2020 ��• ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE:USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must Verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTQ.k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - - - - fatrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7rP/1 Quality Criteria, DSB-89 and SCSI Building Component Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke East D 20601 Tampa, Parke 3a st . fob 0 Truss Type City Ply LOT 5011 WATERSTONE TAuIS T20935126 2413467 Roof Special 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), - Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 10:27:02 2020 Page 1 ID:l6Wz51 ms7aK38?AGu6Ks4zcPzM-ZJYrGKmnVELDBuOLOaDohtGgAvZUJR4IVixv76ygwgt 8-3-3 16.0-0 18-11-15 19 6 26-8.0 31-0-0 35.1-5 39-8-0 1-0.0 8-3-3 7-8-12 3.0.0 0-6- 7-1-8 4-4-0 4-1-5 4-6-11 0 Scale = 1:72.0 5x6 = 6.00 12 3x6 11 3x6 = 6x8~= 3x6 3x6 = ' 3x4 = 3.00 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.32 14-16 >730 240 _GRIP MT20 - 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.48 14-16 >490 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 205 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. 5-14: 2x4 SP No.3 WEBS 1 Row at midpt 3-16, 3-14, 6-13 WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 9=0-8-0, 14=0-2-8 Max Horz 1=-350(LC 10) Max Uplift 1=-457(LC 12), 9=-591(LC 12), 14=-719(LC 12) Max Grav 1=713(LC 17), 9=854(LC 18), 14=1524(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1038/845, 2-3=-927/901, 3-4=-197/531, 4-5=-1481438, 5-6=-142/432, 6-7=-929/799, 7-8=-1845/1287, 8-9=-2261/1578 BOT CHORD 1-16=-537/1128, 14-16=-56/329, 13-14=-902/825, 5-13=-364/582, 12-13=-316/726, 11-12=-897/1516,9-11=-1322/2026 WEBS 2-16=-527/580, 3-16=-551/983, 3-14=-755/187, 6-13=-914/518, 6-12=-267/588, 7-12=-939/683, 7-11=-249/608, 8-11=-379/402 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterilor(2) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 16-0-0, Exterior(2) 16-0-0 to 18-11-15, Intedor(1) 18-11-15 to 26-8-0, Exterior(2) 26-8-0 to 30-9-5, Interior(1) 30-9-5 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify c5pacitk of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 14. 9) Provide mechanical connection (by others) of truss to bearing plate capable.of withstanding 100 lb uplift at joint(s) except Ot=lb) 1=457, 9=591, 14=719. , 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. August 5,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE -USE. Design valid for use only with MiTek® connectors. This design Is based only upon parametersshown, and is for an individual building component, 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 ANSWPl1 Quality Criteria, DSB-89 and BCS/ Building Component Parke Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, M6904 Parke EBlvd. D 20601 Tampa, 3ast Job s rA17 Truss Type City Ply LOT 5011 WATERSTONE T20935127 2413467 Roof Special 1 1 Job Reference (optional) muuuers rirsrauurce Irian[ airy, rt-i, Mani L ny, rL - 330b 1, 6.24U s Mar u 2u2U MI I eK Inaustnes, Inc. wed Aug b 1u:2t:U3 2uEU Page 1 ID:QgXU2kv_wgJlwvALKQauPUzcLTY-1V6DUgnPFYT3p2zYaHk1E4opkJvz2I9RjMhSfZygwgs 1-4-0 4-11-3 8-8-0 16-0-0 1 -0- 24-8-0 31-0-0 35-i-5 39-8-0 1-0-0 -4-0 4-11-3 3-8-13 7-4-0 -0-0 - 7-8-0 6-4-0 4-1-5 4-6-11 -4-0 6.00 12 1.5x8 STPP = �23 1 2 5x6 = 5x12 = 5 6 6x8 26 7 Scale = 1:74.5 5x8 3.00 12 5x8 = 17-0-0 LOADING (pso TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL: 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.86 BC0.89 WB 0.96 Matrix -AS DEFL. in (loc) I/de0 Ud Vert(LL) 0.88 15-16 >543 240 Vert(CT)-1.1615-16 >412 180 Horz(CT) 0.63 10 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 211 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied. 1-4,8-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 4-15, 6-13, 8-13 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 - REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=356(LC 11) Max Uplift 2=-941(LC 12), 10=-941(LC 12) Max Grav 2=1540(LC 1), 10=1540(LC 1) FORCES. (lb) -Max. Comp./Max. Ten..- Ali forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4836/3004, 3-4=-4740/2950, 4-5=-2620/1750, 5-6=-2914/2087, 6-7=-2499/1801, 7-8=-2843/1880, 8-9=-4712/2928, 9-10=-4789/3023 BOT CHORD 2-16=-2554/4617, 15-16=-2373/4418, 14-15=-1080/2324, 13-14=-1298/2661, 12-13=-2357/4097, 10-12=-2618/4310 WEBS 4-16=-518/1260, 4-15=-2190/1351, 5-14=-1351/2110, 6-14=-1318/1047, 6-13=-380/192, 7-13=-396/855, 8-13=-1754/1200, 8-12=-532/1153 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 16-0-0, Exterior(2) 16-0-0 to 17-0-0, Interior(1) 17-0-0 to 24-8=0, Extedor(2) 24-8-0 to 28-8-0, Interior(1) 28-8-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed fora live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide %Jill fit between the bottom chord and any other members, with BCDL= 10.0psf. 7) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except. at=lb) 2=941, 10=941. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chard and 1/2" gypsum sheetrock be applied directly to the bottom chord. August 5,2020 ®WARNING - Verify design parametersand READ NOTES -ON THIS AND INCLUOED'MITEK REFERENCE PAGE MII4473 mv. 5l19/2020 BEFORE -USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall piTek" building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " . is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the /� 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 lntonnailon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 glob a Truss Truss Type Qty Ply LOT 5011 WATERSTONE T20935128 2413467 B04S GABLE 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 10:27:05 2020 Page 1 ID:16Wz51—ms7aK38?AGu6Ks4zcPzM-zuEzuLpgn9jn2M7whimVJVuC-7bTWjNkl3gAZ Rygwgq 8-34 16-M 19-7-4 23-6-6 28-0-0. B-34 7-8-12 3-74 3-11-2 45-10 3x4 11 06 = 6.00 12 Scale=1:59.1 „ 12 3x4 = 5x12 = 3x4 = 1.5x8 STP _ 3x4 = 10-0-14 19u-10 19-11-s 1 23-6� z7.4-0 2 10-0-14 9.a12 0-1- o a�-14 3-9no -o 04-4 Plate Offsets (X,Y)— [2:0-4-0,0-3-0], [3:0-0-14,0-1-8] [6:0-3-4 0-0-8], [11:0-2-12 0-2-12], [12:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.23 14-36 >997 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.89 Vert(CT)-0.3814-36 >610 180 BCLL 0.0 Rep Stress Incr . YES WB 0.72 Horz(CT) 0.01 12 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -AS Weight: 197 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. 4-12: 2x4 SP No.3 WEBS 1 Row at midpt 3-14 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-8-0 except Gt=length) 1=Mechanical, 12=0-3-4, 1=Mechanical. (lb) - Max Horz 6=-201(L.0 17), 1=168(LC 18). 6=-105(LC 1), 1=105(LC 1) Max Uplift All uplift 100 lb or less at joints) except 6=-102(LC 12), 1=-350(LC 12), 11=-790(LC 12), 9=-459(LC 10) Max Grav All reactions 250 lb or less at joints) 6, 12, 10, 8, 7, 6 except 1=703(LC 17), 11=1011(LC 1), 11=1011(LC 1), 9=302(LC 22), 1=686(LC 1) Max Mom 6=1174lb-in(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1007/597, 2-3=-894/658, 3-4=-20/262, 4-5=-161/251 BOT CHORD 1-14=-541/848, 4-11=-239/308 WEBS 2-14=-530/581, 3-14=-542/881, 3-11 =-81 8/625, 5-11=-217/268, 5-9=-230/334 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 16-0-0, Exterior(2) 16-0-0 to 20-0-0, Interior(1) 20-0-0 to 28-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 Co. 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. 8) Refer to girder(s) for truss to truss connections. 9) Solid blocking is required on both sides of the truss at joint(s), 6. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 6, 350 lb uplift at joint 1, 790 lb uplift at joint 11, 459 lb uplift at joint 9, 102 lb uplift at joint 6 and 350 lb uplift at joint 1. 11) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. Continued on page 2 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//rP/1 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 August 5,2020 ,lob Truss ype Qty Ply LOT 5011 WATERSTONET20935128 FGABLE 2413467 B04S 1 1 Job Reference o tional umwc,a um��uib= tr011l tiny, "J, 11.- tiny, 11 - JJOO/, o.24U s Mar u zuzu mi I eK maustrles, Inc. wea Aug b 1U:27:Ub 2u20 rage 2 NOTES- ID:16 Wz51_ms7aK38?AGu6Ks4zcPzM-zuEzuLpgngjn2M7whimVJVuC_7bTWjNkBgAZRygwgq 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 228 lb down and 381 lb up at 23-3-4 on top chord, and 107 lb down and 122 lb up at 23-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOUD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Incre6se=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 12-34=-20,11-31=-20 Concentrated Loads (lb) Vert: 5=-131(F) 9=-92(F) 41=-33(F) a ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 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 p building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' 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 ANSI7TPN 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 0Truss Truss Type City Ply LOT 50/1 WATERSTONET20935129 �Iob 413467 BOSS GABLE 2 1 Job Reference (optional) M O �I ­r' -� - ��� , 0.49V s Mar a LULU MI1 UK Inousirles, Iric. vveu /Aug 0 Iu:/"D zuzu rage 1 ID:16Wz51 ms7aK38?AGu6Ks4zcPzM-R4nL6hplYTregWii6FQIksjQKbWvFFDclQKv7Gtygwgp 8-34 16-0.0 19-7-4 23-6-6 28-0-0 8-3-4 7-8-12 3-7.4 - 3-11-2 - 4-5-10 4x6 11 6.00 FiT 3 9 3x4 5x12 = 3x4 = 3x8 MT20HS 11 = Scale = 1:53.0 10-0-14 94-12 0-1- 0 3-11-2 4-5-10 Plate Offsets (X,Y)— [2:0-4-0,0-3-01,[8:0-2-8 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.28 11-17 >843 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.41 11-17 >568 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.53 Horz(CT) 0.02 9 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 151 lb FT = 20% LUMBER- . BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 1=Mechanical, 9=0-3-4 Max Horz 1=288(LC 7) Max Uplift 1=A68(LC 8), 9=-1748(LC 8) Max Grav 1=732(LC 13), 9=2468(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1067/216, 2-3=-960/258, 3-4=-938/1544, 4-5=-1061/1545, 5-6=-198/392 BOT CHORD 1-11=-162/1105, 8-9=-2393/1803, 7-8=-295/237, 6-7=-295/237 WEBS 2-11=-526/554, 3-11=-629/934, 8-11=-566/544, 3-8=-1864/1301, 5-8=-1199/1043, 5-7=-647/853 Structural wood sheathing directly applied or 4-7-8 oc pudins. Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 3-7-12 oc bracing: 8-9. 1 Row at midpt 3-11, 8-11, 3-8 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 lb uplift at joint 1 and 1748 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 233 lb down and 213 lb up at 22-0-0, and 579 lb down and 558 lb up at 24-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) . Vert: 1-3=-54, 3-6=-54, 9-15=-20, 8-12=-20 Concentrated Loads (lb) Vert: 18=-233 19=-579 August 5,2020 ® WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 30610 Job Truss Truss Type Qty Ply M T20935130 2413467 C1 Jack -Open 7 1 �LOT50MWATERSTONE. Job Reference (optional) Builders First50urce (Plant City,, FL), Plant city, FL - 33567, . . 8.240 s Mar 9 2020 Mil ek Industries, Inc. Wed Aug 5 1U:27:U8 2UZU Page 1 ID:16 Wz51_ms7aK38?AGu6Ks4zcPzM-R4nL6hp lYTreg Wi6FQlksjQUyW8?FLvtQKv7Gtygwgp -14-0 0-11-4. 14-0 0-114 Scale = 1:7.6 date urrseis t,&t )— tz:u-t-4,u-u-z) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.22 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL ..7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) :.0.00 5 >999 180, BCLL 0:0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc.puriins. BOT CHORD 2x4 SP No.2 BOT'CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ' REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=-227(LC 12), 4=-15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 13=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss -has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 3, 227 lb uplift at joint 2 and 15 lb uplift at joint 4. August 5,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED'MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE:USE. ��` Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MOW building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTe'C� 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 ANSYTPIi Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Twss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss russ Type Ply LOT 50/1 WATERSTONE P T20935131 2413467 CIA JACK -OPEN �Qty 2 IJob Reference o tional ounuers rustouurce Irian[ any, rLh rlani L.Ily, rL - JJOof, 6.24U s Mar y ZUZU MI I eK Inllustries, Inc. We0 Aug b 1U:Z/:U/ ZUZU rage 1 I D:16 Wz51_ms7aK38?AGu6Ks4zcPzM-vH LkJ1 gwJnzVlgGJp7pzOwzfhwUE_o91 e_fgoKygwgo -1-4-0 0-11-4 ' 1-4-0 0-11-4 Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in ..(loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) .0.00 4 n/a n/a _BCLL BCDL 10;0 Code FBC2017frP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or0-11-4 oc puriins. .BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.. REACTIONS. (size) 3=Mechanical, 2=0, 4-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-6(LC 9), 2=-246(LC 12), 4=-23(LC 17) Max Grav 3=17(LC 12), 2=158(LC 1), 4=37(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE,7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This.truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 3, 246 lb uplift at joint 2 and 23 lb uplift at joint 4. s ®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II4473 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 andlor chord members only. Additional temporary and permanent bracing 'yl �Te' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrics" on, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPIf 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 August 5,2020 Job Truss Truss Type Qty Ply LOT 5011 WATERSTONE T20935132 2413467 C1 P JACK -OPEN 4 1 Job Reference (optional) ounucia nrmouuwe tnarn i y, ry, nanr Uny, 0000r, -1-4-0 C.z4U s Mar a LULU MI I eK Inaustrles, Inc. vveC Aug t, 1 U:L/:ua LULU rage i I D:Iwdfjg6kDdOtaytd8MG5DmygxQZ-NTv6XNrY445MvprVNrKCx8WpRKgTjFPAteODKmygwgn 0-11-4 0-11-4 Scale = ro m 0 N O LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc). I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25' TC 0.22 Vert(LL) 0.00 5 5-999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB .0.00 HOrz(CT) 0.00 4 rile n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 5lb FT=:20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-6(LC 9), 2=-246(LC 12), 4=-23(LC 17) Max Grav 3=17(LC 12), 2=158(LC 1), 4=37(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=1.24mph; TCDL=4.2psf; BCDL=6:Opsf; h=25ft; 8=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.G psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 3, 246 lb uplift at joint 2 and 23 lb uplift at joint 4. a ®WARNING - Verlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �r 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 MlTpi k• is always required for stability and to prevent. collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 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 August 5,2020 IJob Truss Truss Type Qty Ply LOT 50/1 WATERSTONE T20935133 �2413467 cis JACK -OPEN 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 10:27:08 2020 Page 1 I D:16 Wz51_ms7a K38?AGu6 Ks4zcPzM-NTv6XN rY445MvprVN rKCx8 Wso Kq ujFPAteO DKmygwg n 0=11.4 Scale = 1:6.9 6.00 12 " 2 2x4 Plate Offsets (X,Y)-- [1:0-1-4,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) .-0.00 6 >999 186 BCLL 0.0 Rep Stress Incr YES WI3 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014: Matrix -MP Weight: 3 lb FT = 20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) . 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=29(LC 12) Max Uplift 1=-11(LC 12), 2=-20(LC 12), 3=-8(LC 12) Max Grav 1=35(LC 17), 2=22(LC 17), 3=17(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Ezp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of.20'.0psf. on the bottom chord in all areas where a rectangle 3-6-0 Mall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 1, 20 lb uplift at joint 2 and 8 lb uplift at joint 3. 13 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19I2020 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 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/TPl7 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 Ta pa, FL 36610 August 5,2020 Job Truss Truss Type Qly Ply T20935134 2413467 C1V JACK -OPEN 6 1 =50/1RSTONE tional o.wu s mar a 4az0 mi I eK mauslnes, Inc. vvea Aug o 1u:zt:ua zuzu rage 1 ID:ZMxMAZ? 19fwXgbQKMXcO3Uz2JYl-sfTUkjsArODDXzQhwYrRUL2_BkAjSieJ618nsCygwgm 0-11-4 1-4-0 - 0-11-4 LOADING _(pS1 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 7 >999 240 ' TCDL 7.0 LumberDOL. 1.25 BC . 0.04 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER- BRACING - Scale = 1:7.6 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-4(1_C 9), 2==21 O(LC 12), 4=-14(LC 1) Max Grav 3=17(LC 12), 2=158(LC 1), 4=41(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp.C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 3, 210 lb uplift at joint 2 and 14 lb uplift at joint 4. s ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7478 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this dasign.into the overall pp //�� TA _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI �Tek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the T - - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7'Pl1 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 August 5,2020 Job Truss Truss Type Qty Ply LOT 50/1 WATERSTONE T20935135 2413467 C3 Jack -Open 7 1 Job Reference (optional) lr• - , o—u s ividr a zuzu mi i eK maustries, mc. vvea Aug o "lu:zr:u`J zuzu rage 1 ID:16Wz51 ms7aK38?AGu6Ks4zcPzM-sfTUkjsArODDXzQhwYrRUL2_Bk9gSieJ618nsCygwgm -1-4-0 2-11-4 1 4-0 2-11-4 Scale=1:12.7 LOADING (psf) SPACING- 2-0-0 CSh DEFL.. in (loc) Ildefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 LumberDOL. 1.25 BC 0.10 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Cade FBC201.7/TPI2014 Matrix -MP Weight: 12 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-62(LC 12), 2=-183(LC 12) Max Grav 3=70(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when Shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18;. MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 3 and 183 lb uplift at joint 2. August 5,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE:USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT'�ik 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, seeANS11TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 . Tampa, FL 36610 Job � Truss Truss Type Oty Ply LOT 50/1 WATERSTONE T20935136 2413467 C3A JACK -OPEN 1 1 Job Reference o tional o.Z4u s mar a Zuzu MI I eK Inaustnes, Inc. vvea Aug o 1 u:Zt:iu ZUZu rage 1 ID:16Wz51 ms7aK38?AGu6Ks4zcPzM-Krlsy3sociL497?uUFMgOZb9x8T288uTKytKpfygwgl -1-4-0 2-114 2-11-4 ro o� N T 1 Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.16 Vert(CT) -0.01 4-7 >999 180 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10,0 Code FBC2017frP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or.2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Harz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Grav 3=62(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other Iive loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 Ito uplift at joint 3, 245 Ito uplift at joint 2 and 45 lb uplift at joint 4. f A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED.MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE:USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design.into the overall MOW _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVI� 1pik Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/i Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke Blvd. East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, East August 5,2020 ATruss Truss Type City Ply LOT 50/1 WATERSTONET20935137 �ob 413467 C3C JACK -OPEN 1 1 Job Reference (optional) t5maers rlrstJOUrce trlant city, t-L/, rlam L:Ity, t-L - Saab /, 6.24U s Mar 9 ZUZU MI I eK InOUstrles, Inc. VVeo Aug b 1U:2f:11 2UZU rage 1 ID:16Wz51 ms7aK38?AGu6Ks4zcPzlvl-o2bE9PtRN?TxmHa42zlvZm8KhXoEwb8cZcdux5ygwgk .-1-4-0 2-11-4 ' 2-11-4 -� Scale = 1:12.7 1 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC ' 0.22 Vert(LL) 0.01 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC -0.23 Vert(CT) -0.01 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 14 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2x6 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 2=0-4-0 Max Horz 2=152(LC 12) Max Uplift 3=-22(LC 9), 4=-35(LC 17), 2=-381(LC•12) Max Grav 3=13(LC 10), 4=25(LC 12), 2=304(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.OpsF, h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift atjoint 3, 35 lb uplift at joint 4 and 381 lb uplift at joint 2. August 5,2020 A WARNING - Verify design parameters end 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 Ak� 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 MITecollapse 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-69 and SCSI Building Component 6904 Parke East Blvd. Safetyinformatfon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610. 413467 �CV Jack -Open 4 1 Job Reference (optional) T20935138 Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 10:27:12 2020 Page 1 I D:Iwdfjg6kDdOtaytd8MG5DmygxQZ-GE9cMlu38JcoOR9GcgO85_gVRx9Xf2OmoGMRTXygwgj -1-4-0 2-11-4 ' 1-4-0 2-11-4 Scale = 1:12.7 1 LOADING (psf) SPACING- 2-0-0, CS1. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB .0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FB02017/TPI2014 Matrix -MP Weight: 12 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Grav 3=62(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.0psf, h=25ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 3, 245 lb uplift at joint 2 and 45 lb uplift at joint 4. August 5,2020 ®WARNING - verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 IYI� A Is always required for stability and to prevent collapse with possible personal Injury and property damage. For. general guidance regarding the �//�� Teks fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPli Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely/nfonnation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tempo, FL 36610 glob 0 Truss Type City Ply LOT 50/1 WATERSTONET20935139 LC'3USS 2413467 Jack -Open 1 1 Job Reference (optional) ouiwers nrsiouurce triam ury, rLl, rianL clry, rl_ - 33bb/, ts.24u s Mar a zuzu MI I eK Inaustrles, Inc. wea Aug b 1u:2/:1 z 2u2u rage i ID:16 Wz5l_ms7aK387AGu6Ks4zcPzM-GE9cMlu38JcoOR9GcgO85_g WZx9Tf2OmoGMRTXygwgj 2-11-4 2-11-4 3 2x4 = Scale: 1 "=1' 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 0.15 Vert(LL) 0.01 3-6 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES NIB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=89(LC 12) Max Uplift 1=-36(LC 12), 2=-77(LC 12), 3=-6(LC 12) Max Grav 1=108(LC 17), 2=78(LC 17), 3=51(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.OpsF h=25ft; B=45ft; L=4011; eave=5ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1;60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 1, 77 lb uplift at joint 2 and 6 lb uplift at joint 3. August 5,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIT EK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MTek@ connectors. This design is based only upon parameters shown, and Is for an individual building component; not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate,this design into the overall building design. Bracing Indicated is to prevent budding 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 andbracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36616 Job Truss Type Qty Ply LOT 50/1 WATERSTONET20935140 T 2413467 JACK -OPEN 6 1 Job Reference (optional) t —y, . 11I,a,,r —y, o.z4u s mar a Zulu ml I eK mausines, Inc. vvea Aug b 1U:ZI:1 S Zu2U rage 1 ID:ZMxMAZ?19fwXgbQKMXcO3Uz2JYl-kQi?a4vhvdkfObkT9OwNeBDgALWaOVevl w6_?zyqwgi -14 -0 2-11-4 -4- 10 2-11-4 0 Plate Offsets (X,Y)-- 12:0-0-15,Edge Scale=1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber-DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or2-11-4 oc puriins. 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=152(LC 12) Max Uplift 3=-67(LC 12), 2=-174(LC 12) Max Grav 3=72(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.6psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp:DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift atjoint 3 and 174 lb uplift at joint 2. August 5,2020 ® WARNING - Verl design parameters and READ NOTES ON THIS AND INCLUOED MITEK REFERENCE PAGE 101II-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 MiTeks 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-69 and BCS/ Building Component 6904 Parke East Blvd. Safety /nformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply LOT 50/1 WATERSTONE ]Truss T20935141 2413467 C5 Jack -Open 4 1 Job Reference (optional) -.1- . , t, ,a,,, . y, , ,, 0 0.44U b 1vkAF b LULU MI 1 UK Ir1UU51neb, Inc, vveu Hug u-Iu:zi:-14 zuzu rage I ID:16Wz51_m s7a K38?AG u6 Ks4zcPzM-Cd G N nQvJ gws W dkJfj 5 RcBPm n_ln77yu3 FarYYQygwgh i -14-0 4-114 4-114 3x4 = N N Scale=1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in. (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) , 0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.41 Vert(CT) -0.06 4-7 >999 180 BCLL 0:0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 18 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 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. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp'C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1. 4-0 to 2-8-0, Intedor(1),2-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20'.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 3 and 196 lb uplift at joint 2. 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. August 5,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1)111-7473 rev. 5/19/2020 BEFORE:USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highwai y, Suite 203 Waldorf, MD 20601 Tampa; FL 36610 Type T20935142 413467 IC5V IJACK-OPEN I6 1 IJob Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 10:27:14 2020 Page 1 I D:ZMxMAZ? IgfwXgbQ KMXcO3 Uz2JY I-Cd GNnQvJ gws W dkJfj5RcBPmn RInY7yu3FarYYQygwgh -1-4-0 4-11-4 , 1-4-0 4-11-4 1 3X9 Scale=1:17.6 Plate Offsets (X,Y)— [2:0-0-15,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.06 4-7 >924 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0:00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 18 lb FT = 20%, LUMBER- BRACING - TOP CHORD 2x4 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=A33(LC 12), 2=-188(LC 12) Max Grav 3=134(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS. (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 3 and 188 lb uplift at joint 2. 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. August 5,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ��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 of trusses and truss systems, see ANSI/TP/1 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 50/1 WATERSTONE T20935143 2413467 D04S GABLE 1 1 Job Reference o tional Builders FirstSource (Plant City,. FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 510:27:16 2020 Page 1 ID:16Wz5I ms7aK38?AGu6Ks4zcPiM-8?07C6xZCY6Dt2S1rWT4Ggr2vYJobh2LjuKfclygwgf i 5-8.0 10-0-0 144.0 20-0-0 21-4-0 5-8-0 4-4-0 4-4-0 5-8-0 1-4-0 4x6 = 4x6 = Special NAILED NAILED 6xB = NAILED NAILED Special \ 3x6 � NAILED NAILED Scale = 1:38.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud - PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.18 7-27 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.97 Vert(CT). .-0.39 7-27 >616 18d BCLL 0.0 Rep Stress Incr NO WB 0:73 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 111 lb FT = 20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-8-2 oc bracing. WEBS 2x4 SP No.3 *Except* JOINTS 1 Brace at Jt(s): 24 2-4: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 5=0-8-0 Max Horz 1=-227(LC 6) Max Uplift 1=-420(LC 8), 5=-543(LC 8) Max Grav 1=932(LC 1), 5=1009(LC 1) FORCES.- (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1726/858, 3-29=-849/251, 3-32=-850/252, 4-5=-1728/860 BOT CHORD 1-7=-632/1553, 5-7=-632/1553 - WEBS 3-24=0/558, 24-30=-857/700, 24-33=-857/700, 7-24=0/570 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ;This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 420 lb uplift at joint 1 and 543 lb uplift at joint 5. 10)"NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NOS guidlines. 11) Hanger(s).or other connection device(s) shall be provided sufficient to support concentrated load(s) 164 lb down and 265 lb up at 3-8-0, and 164 lb down and 265 lb up at 16-3-5 on top chord, and 64 lb down at 3-8-0, and 64 lb down at 16-3-5 on bottom chord. The design/selection of such connection device(s) is,the responsibility of others. 12) 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 Continued on page 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall WWI building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M� 7Qik 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 Duality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 August 5,2020 Type T20935143 A13467 �1304S GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 10:27:16 2020 Page 2 ID:16Wz51_ms7aK387AGu6Ks4zcPzM-8707C6xZCY6Dt2S1 rWT4Ggr2vYJobh2LjuKfclygwgf LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 25-34=-20 Concentrated Loads (lb) Vert: 2=-68(F) 4=-68(F) 7=-42(F) 37=-64(F) 38=-21(F) 39=-21(F) 40=-21(F) 41=-21(F) 42=-64(F) ® WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 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 property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal' injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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, MO 20601 Tampa, FL 36610 ob Truss Truss Type City Ply LOT 5011 WATERSTONE T20935144 2413467 D05S Common 2 1 Job Reference (optional) tsunaers mrst50urce (mant ldty, t-L), mant Glty, rL - 3300/, 6.z4U s Mar N zuzu MI I eK.maustrles, Inc. vvea Aug o iu:zf n f zuzu rage i ID:16Wz51 ms7aK38?AGu6Ks4zcPzM-dCyVQSyByrE4UC1E0D_Jo1OlPyhmKGJVxY4C91ygwge 5-8-1 10-0-0 14-3-15 19-7-4 5-8-1 4-3-15 4-3-15 5-3-5 3 46 3 Scale = 1:35.2 3x6 = 5x8 = 4x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC20171rP12014 CS1. TC 0.47 BC 0.86 WB 0.21 Matdx-AS DEFL. in Vert(LL) -0.16 Vert(CT) -0.35 Horz(CT) 0.03 (loc) I/deft L/d 6-9 >999 240 6-9 >680 180 5 file n/a PLATES GRIP MT20 244/190 Weight: 85 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 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 5=0-34 Max Horz 1=202(LC 11) Max Uplift 1=-409(LC 12), 5=-409(LC 12) Max Grav 1=725(LC 1), 5=725(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1192/899, 2-3=-904/696, 3-4=-898/694, 4-5=-1165/878 BOT CHORD 1-6=-702/1074, 5-6=-665/990 WEBS 3-6=-327/556, 4-6=-348/396, 2-6=-407/438 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 10-0-0, Exterior(2) 10-0-0 to 14-0-0, Interior(1) 14-0-0 to 19-7-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) gefer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 409 lb uplift at joint 1 and 409 lb uplift at joint 5. 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. ® WARNING - Verify design parameters and READ NOTES ON THIS 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 bucklingof individual truss web and/or chord members only. Additional temporary and permanent bracing MITpi'(� 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-09 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 Ia August 5,2020 job Truss Truss Type Qty Ply LOT 5011 WATERSTONE � T20935145 2413467 E3 Jack -Partial 8 1 Job Reference (optional) Builders FirstSource (Plant Gty, FL), Plant city, FL - 33567, ts.z4U s Mar 9 zuzu MI I eK Inausines, Inc. weo Aug o lu:zt:its zuzu rage 1 I D:16 Wz51_ms7aK38?AGu6 Ks4zcPzM-5O W udozgj9 Mx6 McQyxVYLFwXuMCg3mteABpl hBygwgd 1 4-0 1-11-8 3-8-0 1-4-0 1-11-8 1-8-8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TC 0.23 Lumber DOL 1.25 BC 0.18 Rep Stress Incr YES WB 0.00 Code FBC2017/TPI2014 Matrix -MP Scale = 1:14.5 DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL) 0.02 4-7 >999 240 MT20 2441190 Vert(CT) -0.02 4-7 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 14 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc puflins. BOT'CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-B-0, 4=Mechanical Max Horz 2=174(LC 12) Max Uplift 3=-86(LC 12), 2==186(LC 12) - Max Grav 3=93(LC 17), 2=219(LC 1), 4=63(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 13=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-O,to 2-8-0, Interior(1) 2-8-0 to 3-7-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 3 and 186 lb uplift at joint 2. August 5,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/7rPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply LOT 50/1 WATERSTONE T20935146 2413467 E4 Jack -Open 2 1 Jab Reference (optional) tduuaers rirsuauurce triani t ny, rry, ream uny, rL -0000 r, -1-4-0 .,,.y .�,., may., , ID:16Wz51 ms7aK38?AGu6Ks4zcPzM-Za4GgBzSUTUokWBcWe1ntSTfumVWoD7oPrZJDdygwgc 4-8-0 4-8-0 Scale = 1:17.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.33 Vert(CT) -0.04 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES _ WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 17 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=205(LC 12) Max Uplift 3=-119(LC 12), 2=-193(LC 12) Max Grav 3=124(LC 17), 2=253(LC 1), 4=81(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 13=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS. (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-7-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 3 and 193 lb uplift at joint 2. 6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. August 5,2020 ®WARNING - Verify design parameters end 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 chord members only. Additional temporary and permanent bracing KWIC is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite'203 Waldorf, MD 20601 Tampa, FL 36610 job r Truss Truss Type Ply LOT, WATERSTONE T20935147 2413467 E5P 'Jack-0pen �Qty 6 1 - Job Reference (optional) t3UlhlerS Fifstboufce (riant taty, FL), mant tiny, FL - 330a r, a.z w s Mar a ZUZU mi i eK inauslnes, Inc. vveu Aug a-iu:cr; i a tutu rage i ID:Iwdfjg6kDdOtaytd8MG5DmygxQZ-Za4Gg8zSUTUokW BcWel ntSTbomRGoD7oPrZJ Ddygwgc -1-4-0 5-0-0 1-4-0 5-0-0 n 5-0-0 .. M O N Scale = 1:17.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.14 4-7 >417 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.12 4-7 >475 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD • Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=216(LC 12) Max Uplift 3=-147(LC 12); 2=-302(LC 12), 4=-82(LC 12) Max Grav 3=121(LC 17), 2=264(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=25ft; 13=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-11-4 zone; porch left and . right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 lb uplift at joint 3, 302 lb uplift at joint 2 and 82 lb uplift at joint 4. 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. August 5,2020 ® WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MIT,EK REFERENCE PAGE MI I-7473 rev. 6/19/2020 BEFORE:USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p q building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IV IiTek_ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection andbracing of trusses and truss systems, see 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 36616 yob Truss Truss Type City Ply LOT 50/1 WATERSTONE T20935148 2413467 E7 Jack -Open 4 1 Job Reference (optional) t3ullaerS. rlrstSource (Plant Uty, FL), Plant Uty, I-L - 3Jbb/, 8.24U S Mar 9 zuzu MI I eK Inaustrles, Inc. Wea Aug o 1U:2/:zu zuzu rage I ID:4v2eA9PuJzjl l wQry9t_5yyrClr-1 nee2U-4FmcfLfmp4MYOQgOkdAl3XgNxeV Isl3ygwgb -1-4-0 7-0-0 1-4-0 7-0.0 Scale = 1:23.4 M O A Plate Offsets (X,Y)— [2:0-2-10,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.20 4-7 >426 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC0.76 Vert(CT) -0.19 4-7 >432 " 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD, Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-195(LC 12), 2=-217(LC 12) Max Grav 3=198(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vulk60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCD L=6.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Ezp'C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces 8: MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 lb uplift at joint 3 and 217 lb uplift at joint 2. 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. August 5,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE.USE. Design valid for use only with MiTek® wnnectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 r 3467 2 E Truss Type JACK-OPE Plant City, FL - 33567, 1-4-0 3x4 T20935149 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 510:27:21 2020 Page 1 ID:ZMxMAZ?I9fwXgbQKMXcO3Uz2JYl-VzBOFp?iO4kWzpL?d33FztYvIZ4jG7c5s92P1 Wygwga 7-0-0 Scale = 1:23.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.21 4-7 >404 240 MT20 2441190 TCDL 7.0 LumberDOL.. 1.25 BC 0.79 Vert(CT) -0.20 4-7 >419 180 BCLL 0.0 Rep Stress Incr. . YES WB 0.00 Horz(CT) -0.03 3 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-200(LC 12), 2=-210(LC 12) Max Grav 3=200(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) =1-4-0 to 2-8-0, Interjor(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 200 lb uplift at joint 3 and 210 lb uplift at joint 2. 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. August 5,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLuOED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall buildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTQk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems,'. see ANS11TPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Hi hway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ,fob r Truss Truss Type Qty Ply LOT50/1 WATERSTONE T20935150 2413467 H3 Diagonal Hip Girder 2 1 Job Reference o tional tyutiaers rlrstsource triant uny, t-Lj, viant ury, rL - 660er, 1-10-10 1 d.Z4u s mar a zuzu mi t ex inausines, Inc. vvea Aug 0 IU:Zf:ZI ZUZU rage l ID:16 Wz51_ms7aK38?AGu6Ks4zcPzM-VzBOFp?104kWzpL?d33FztYOVZCjG7c5s92PIWygwga 5-2-4 24-3 Scale = 1:14.7 Plate Offsets (X,Y)-- (2:0-0-3,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/,d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.06 4-7 >993 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 , n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 19 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing jdirectly applied or 5-2-4 oc.purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=175(LC 8) Max Uplift 3=-95(LC 5), 2==177(LC 8) Max Grav 3=119(LC 1), 2=314(LC 1), 4=97(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Ezp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 3 and 177 lb uplift at joint 2. 6) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads,(Ib) Vert: 9=-7(F=-4, B=-4) 11=-16(F=-8, B=-8) August 5,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7478 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 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 temporaryand 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 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, MD 20601 Tampa, FL 36610 ,Job Truss Truss Type Qty Ply LOT 50/1 WATERSTONE T20935151 2413467 H4A DIAGONAL HIP GIRDER 1 1 ' Job Reference (optional t>unaers rirstaource trlani L ny, ri_l, riant Lay, rt-- ec001, 1-10-10 1 o.z,+u s mar d zuzu ml i eK tnaustnes, inc. vvuu HUy o I U:L/:LL Lulu rdye I ID:I6Wz51_ms7aK38?AGu6Ks4zcPzM-z910T9OKnOsNbzwBBnaUV457jzVO?asE5pnzgyygwgZ Scale = 1:16.7 0 o� N M N 6-7-3 6-7-3 Plate Offsets (X,Y)-- [2:0-2-11,0-0-3) LOADING (psf) SPACING- 2-0-0 CSI. DEFL-. in (loc) Udefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.22 4-7 >362 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT.) -0.18 4-7 >448 180 BCLL 0.0 Rep Stress Incr. . NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 23lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=206(LC 8) Max Uplift 3=-154(LC 8), 2=-325(LC 8), 4=-97(LC 5) Max Grav 3=155(LC 1), 2=366(LC 1), 4=123(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph'(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=56; Cat. II; Exp C; Encl., GCpi=0.18;' MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 lb uplift at joint 3, 325 lb uplift at joint 2 and 97 lb uplift at joint 4. 6) "NAILED" indicates 3-1 Od (0.148"xY) or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) gr back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 9=-7(F=-4, B=-4) 11=-16(F=-8,.B=-8) August 5,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE;USE. �` Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary.and permanent bracing 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 ANSI/TPN 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 5011 WATERSTONE T20935152 2413467 H5P Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 10:27:23 2020 Page 1 I D:Iwdfjg6kDdOtaytd8 M G5 DmygxQZ-R MJngVOyYh_EC7V01 U5j 2ld G8 Npdkl 6 N KTXW MOygwgY -1-10-10 3-9-6 7-0-14 1-10-10 - 396 - 338 Scale = 1:17.4 7-0-14 7-0-14 LOADING (psf) SPACING- 2-0-6 CSI. DEFL. in (Ioc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.35 4-7 >243 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.57 Vert(CT) 0.27 4-7 >307 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014, Matrix -MP Weight: 25 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 or bracing. REACTIONS. (size) 3=Mechanical, 2=0-5-11, 4=Mechanical Max Horz 2=216(LC 8) Max Uplift 3=-187(LC 8), 2=-462(LC 8), 4=-122(LC 5) Max Grav 3=163(LC 1), 2=379(LC 1), 4=126(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.1$; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip'DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 187 lb uplift at joint 3, 462 lb uplift at joint 2 and 122 lb uplift at joint 4. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Goncentrated Loads (lb) Vert: 11=-10(F=-5, B=-5) August 5,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912o20 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design. into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTele is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSh7P/7 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 fob Truss Truss Type Qty Ply LOT 50/1 WATERSTONE T20935153 2413467 H7 Diagonal Hip Girder 2 1 Job Reference (optional) builders Flfstboufce (viant uity, I-L), Plant laty, FL - 33b6/, -1-10-10 1-10-10 i It 8.241.1 S Mar y ZUZu mi I eK industries, Inc. Wed Aug b 1U:Z/:Z0 ZUZU rage 1 ID:4v2eA9PuJzjll wQry9t_5yyrClr-QkRX5B2D4JEySRfmsv7C7AX6BQdCrggnnOdRHygwg W 4-5-2 9-10-13 4-5-2 5-5-11 NAILED NAILED NAILED "1O Scale = 1:23.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.27 6-9 >436 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.86 Vert(CT) -0.55 6-9 >214 180 BCLL 0.0 Rep Stress Incr NO WB 0.43 HOrz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 42 lb FT = 20% LUMBER- BRACING- . TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-5-5 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-192(LC 8), 2=-244(LC 8), 6=-73(LC 8) Max Grav 4=140(LC 1), 2=515(LC 1), 6=317(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-716/385 BOT CHORD 2-6=-470/681 WEBS 3-6=-711/490 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) na 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192 lb uplift at joint 4, 244 lb uplift at joint 2 and 73 lb uplift at joint 6. 7) "NAILED" indicates 3-1 Od (0.148"xY) or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Ili the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 11=-75(F=-37, B=-37) 13=-10(F=-5, B=-5) 14=-57(F=-28, B=-28) August 5,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-7473 rev. 5/19/2020 BEFORE.USE. Design valid for use only with MiTekO" connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design.into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTele is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/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 , Truss Truss Type Qty Ply LOT 50/1 WATERSTONE T20935154 r14' 13467 �H7%( Diagonal Hip Girder 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), IPlant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 10:27:26 2020 Page 1 ID:OAgsmhRnU78gy81 pVrgZFsz3?jG-sw?vlX3rrcMp3aDyQcfRgwFoYaoDxJLgORIAzjygwgV -1-10-10 5-8-11 9-10-13 1-10-10 5-8-11 - - 4-2-2 Scale = 1:23.2 3x4 5-8-11 9-10-13 5-8-11 4-2-2 Plate Offsets (X Y)— [2:0-2-8 0-0-91 LOADING SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP _(psf) TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.10 6-7 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.71 Vert(CT). -0.13 6-7 >909 180 BCLL 0.0 Rep Stress Incr NO - WB 0.35 Horz(CT) 0.02 5 n?a n/a BCDL 10.0 Code FBC2017frP12014. Matrix -MS Weight:41 lb FT=20%e. LUMBER- BRACING= TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1 -'8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size), 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=336(LC 8) Max Uplift 4=-287(LC 8), 2=-226(LC 7), 5=-185(LC 9) Max Grav 4=242(LC 1), 2=353(LC 1), 5=417(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1155/597 BOT CHORD 2-7=-762/1083, 6-7=-776/1089 WEBS 3-7=0/261, 3-6=-1076/762 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust), Vasd=1 24mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI1TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 287 lb uplift at joint 4, 226 lb uplift at joint 2 and 185 lb uplift at joint 5. 7) 1-4anger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 43 lb up at 1-5-12, 60 lb down and 43 lb up at 1-5-12, 7 lb down and 96 lb up at 4-3-11, 7 lb down and 96 lb up at 4-3-11, and 38 Iti down and 152 lb up at 7-1A0, and 38 lb down and 152 lb.Up at 7-1-10 on top chord, and 48 lb up at 1-5-12, 48 lb up at 1-5-12, 1 lb down and 15 lb up at 4-3-11, 1 lb down and 15 lb up at 4-3-11, and 29 lb down and 6 Ib up at 7-1-10, and 29 lb down and 6 lb up at 7, 1-10,on bottom chord. The design/selection of such connection devices) is the responsibility of others. 8) Iri the LOAD CASE(S) section, loads applied to the face of th'e truss ate noted as front (F) or back (B)._ ' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Continued on page 2 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1)111.7478 rev. 5fl912020 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 ANSIITPII 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 August 5,2020 Job Truss Truss Type Qly Ply LOT 5011 WATERSTONE T20935154 2413467 H7V Diagonal Hip Girder 3 1 Job Reference o tional Builders FirstSource (Plant Gity, FL), - Plant Glty, FL - 33557, t$.24U S Mar y ZUZU MI I eK maustneS, inc. wea Aug 5 IU:Z/:Z5 ZUZU rage Z ID:OAgsmhRnU78gy81 pVrgZFsz3?jG-sw?vlX3rrcMp3aDyQcfRgwFoYaoDxJLgORIAzjygwgV LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=38(F=19, B=19) 12=32(F=16, B=16) 13=-77(F=-38, B=-38) 14=54(F=27, B=27) 15=-2(F=-1, B=-1) 16=-55(F=-27, B=-27) Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4=-l34(F=-40, B=-40), 8=0(F=10, B=10)-to-5=-49(F=-15, B=-15) ®WARNING - Verily design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE;USE.�' Design valid for use only with MlTekwO connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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 Truss Type Qty Ply LOT 50/1 WATERSTONE T20935155 2413467 K01 Hip', Girder 1 1 Job Reference (optional) buiiaers t-IrstJource (Fiant tarty, rL), Ylant Grty, t-L-33aU/, -1-4-0 . 7-0-0 O.zwU s mar a Zulu mI I ex Inaustnes, Inc. vveo „uy o Iu.cnu zucu raye I ID:4v2eA9PuJzjl l wQry9t_5yyrClr-K7ZH Wt4TcwUghko9_KAgC8oxW_6Lgn?zF5VkVAygwgU 20-0-0 21-4-0 I 7-0-0 1.4-0 Scale = 1:36.9 Special ' 5x8 = Special NAILED . NAILED 46 = 3 16 17.4 Iv 0 3x4 = 2.4 11 3x4 =NAILED NAILED. 3x4 = 3x4 = Special Special 13-0-0 20-0-0 7-0-0 6-0-0 7-0-0 LOADING SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP _(psf) TCLL 20.0 Plate Grip DOL 1.25 TIC 0.74 Vert(LL) 0.15 9-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) :-0.20 7-9 >999 - 180 BCLL 0.0 Rep Stress Incr. . NO WB 0.26 Horz(CT) 0.07 5 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 86 lb FT = 20%. LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied or 2-11-5 oc, purlins. 3-4: 2x4 SP M 31 BOT"CHORD Rigid ceiling directly applied or 5-1-2 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Hors 2=-172(LC 6) Max Uplift 2=-967(LC 8), 5=-967(LC 8) Max Grav 2=1516(LC 1), 5=1516(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2753/1598, 3-4=-2420/1518, 4-5=-2755/1598 BOT CHORD 2-9=-1238/2395, 7-9=71237/2418, 5-7=-123812397 WEBS 3-9=0/692, 4-7=0/693 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 967 lb uplift at joint 2 and 967 lb uplift at joint 5. 7) "@TAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 228 lb down and 447 lb up at 7-0-0, and 228 lb down and 447 lb up at 13-0-0 on top chord, and 348 lb down and 84 lb up at 7-0-0, and 348 lb down and 84 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Ira the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) .Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 10-13=-20 Concentrated Loads (lb) Vert: 3=-181(B)4=-181,(B)9=-348(B)7=-348(B)16=-117(B)17=-117(B)18=-59(B)19=-59(B) August 5,2020 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. OF 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 ptTek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//7Pl1 Quality Criterls, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety on, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ' Tampa, FL 36616 Job 0 Truss Truss Type Qty Ply LOT 50/1 WATERSTONE T20935156 2413467 K02 Hip 1 1 Job Reference o tional tduimers mrsrsource trlant ury, t-Li, mane cny, rL - 36Dbf, o.z4U s Mar a ZUZU MI I eK Inousines, mc. vveu Hug o IU:zf:zo LULU rage i ID:4v2eA9PuJzjl1 wQry9t_5yyrClr-oJ6gjD45NEdWJuNLY1 hvl LLBJOVLOG96TIEH1 cygwgT -1-4-0 6-3-6 9.0-0 11-0-0 13-8-10 20-0-0 21-4-0 1-4-0 6-3-6 - 2-8-10 2-0-0 2-8-10 6-3-6 - 1-4-0 Scale = 1:37.1 21 4x6 = 4 4x6 = 5 3x6 = 3x4 = 4x6 = 3x4 3x6 =. 9-0-0 1 17 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 0.42 Vert(LL) -0.14 9-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC - 0.67 Vert(CT) -0.31 9-17 >779 180 BCLL 0.0 Rep Stress lncr YES WB 0.14 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 92 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, 7=0-8-0 Max Horz 2=213(LC 11) Max Uplift 2=-531(LC 12), 7=-531(LC 12) Max Grav 2=812(LC 1), 7=812(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1182/914,3-4=-971/790, 4-5=-823/736, 5-6=-971/790,6-7=-1182/914 BOT CHORD 2-11=-647/1055, 9-11=-351/823, 7-9=-66B/1023 WEBS 3-11=-380/473, 4-11=-265/362, 5-9=-265/363, 6-9=-381/472 NOTES- 1) Unbalanced roof live, loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2) 9-0-0 to 16-7-14, Interior(1) 16-7-14 to 21-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 531 lb uplift at joint 2 and 531 lb uplift at joint 7. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. August 5,2020 �r & 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 MTek®connectors. This design is based only upon parameters shovm, 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 MpTek� 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 lob 0 . Truss Truss Type Qty Ply LOT 50/1 WATERSTONE T20935157 2413467 K03 Hip Girder 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 10:27:29 2020 Page 1 I D:4v2eA9PuJzjl l wQry9t_5yyrClr-GVg2xZ5j8XINw2yX51C8HZtLTous7ZLGiP_ra2ygwgS 10-3-0 5-3-0 9-9-0 140-p 14-9-0 20-0-0 5-0-0 4-0-0 OJ- O5-3-0 0-3-0 Scale = 1:37.1 4x6 = Io Special 4x6 — 3x8 II Special 4x10 MT20HS = 6x8 = Special Special 3x8 II Special 1.5x8 STP = 1.5x8 STP = Special Special Special Special- .Special 4x6 = - 1 5-0-0 9-9-0 1 0 14-9-0 20-6-0 6J-0 4-6-0 0 - 4-0-0 5-3-0 0.3-0 Plate Offsets (X,Y)-- [1:0-2-4,0-0-10] [7:0-4-0,0-4-4] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.16 6-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.20 6-7 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(CT) 0.05 1 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 217 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 5=0-8-0 Max Horz 1=-203(LC 6) Max Uplift 1 =-1 755(LC. 8), 5=-1947(LC 8) Max Grav 1=3322(LC 1), 5=3670(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -.All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6514/3418, 2-3=-4668/2509, 3-4=-4667/2508, 4-5=-7243/3891 BOT CHORD 1-9=-2967/5803, 7-9=-2967/5803, 6-7=-3389/6456, 5-6=-3389/6456 WEBS 2-9=-672/1498, 2-7=-189911090, 4-7=-2641/1571, 4-6=-1117/2177, 3-7=-195113785 NOTES- 1) 2-ply truss to be connected together with 1 Old (0.131 "x3") nails as follows: Tap chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1755 lb uplift at joint 1 and 1947 lb uplift atjoint 5. 9) Hanger(s) or other connection device(s) shall be provided sufficient to: support concentrated load(s) 592'lb down and 332 lb up at; 2=7-4, 593 lb down and 337 lb up at 4-74, 335 lb down and 180 lb up at 6-7-4, 458 lb down and 188 lb up at 7-7-4, 458 lb down and 188 lb up at 977-4, 666 lb down and 370 lb up at 11-7-4, 705 lb down and 429 lb up at 12-11-4, 705 lb down and 429 lb up at 14-11-4, and 912 lb down and 440 lb up at 16-11-4, and,86 lb down and 56 lb up at 17-6-15 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 Continued on page 2 ® 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 MiT&O 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.inlo the overall /g 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 NfiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety on, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36616 August 5,2020 ,lob Truss Truss Type Qty LOT 50/1 WATERSTONET20935157 2413467 K03 Hip Girder 1 �:2]Job Reference (optional) tounuers rirsmource triani t.ny, t-L), runt city, rL - 3abb/, 6.Z41.) S Mar U ZUZU mi I eK maustries, Inc. Watt Aug b 11.1:21:29 21.120 Page 2 I D:4v2eA9PuJzjl l wQry9t_SyyrClr-GVg2xZ5j8XINw2yX51C8HZtLTo6s7ZLGiP_ra2ygwgS LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 1-5=-20 Concentrated Loads (Ib) Vert: 6=-705(B)14=-592(B)15=-593(B)16=-335(B)17=-458(B).18=-458(B)19=-666(B)20=-705(B)21=-912(B)22=-86(B) ' ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED'MITEK REFERENCE PAGE 10II-7478 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 vedfy the applicability of design parameters and properly incorporate this designinto 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 andbracing of trusses and truss systems, see: ANSITTPII 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 36810 ,lob ' Truss Type Qty Ply LOT 50/1 WATERSTONE T20935158 2413467 [russ 01 Hip Girder 1 1 Job Reference o tional builders I-Irstbource (Hlant city, I-L), Plant city, FL - 33bb7, 1-4-0 , 5-0-0 10-M 5.24u s Mar 9 2u2U MI I eK maustnes, Inc. vvea Aug b 1u:27:31 2uzu rage 1 ID:Iwdflg6kDdOtaytd8MG5DmygxQZ-CuooME7zf975AM6wDAEcN_zd7bXybW gZ9jTxexygwgQ 15-M 20-M , 21-4-0 , Scale=1:36.9 410 MT20HS = SpecialNAILED 3 18 NAILED 4x10 MT20HS = NAILED 2x4 II NAILED Special 19 4 20 21 5 3x6 —_ 2x4 II NAILED 3x4 =NAILED 3x8 = NAILED 2x4 II 3x6 — Special NAILED Special 5-0-0 10-M 15-M 20-M 5-0-0 ' 5-0-0 5-0-0 5-0-0 Plate Offsets (X,Y)— [3:0-7-0,0-2-0),[5:0-7-0,0-2-0) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.30 8-9 >789 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) 0.25 8-9 >974 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(CT) -0.09 6 n/a n/a BCDL %0 Code FBC2017/TPI2014 Matrix -MS Weight: 91 lb FT =.20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-6-6 oc purlins. 3-5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-8-3 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 6=0-4-0 Max Horz 2=131(LC 7) Max Uplift 2=-1583(LC 8), 6=-1583(LC 8) Max Grav 2=1256(LC 1), 6=1256(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2267/2796, 3-4=-2642/3399, 4-5=-2642/3399, 5-6=-2267/2796 BOT CHORD 2-11=-2376/1978, 9-11=-2395/1991, 8-9=-2374/1991, 6-8=-2355/1978 WEBS 3-11=-334/354, 3-9=-965/779, 4-9=-482/571, 5-9=-965/779, 5-8=-334/354 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1583 lb uplift at joint 2 and 1583 lb uplift at joint 6. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 217 lb down and 394 lb up at 5-0-0, and 217 lb down and 394 lb up at 15-0-0 on top chord, and 116 lb down and 148 lb up at 5-0-0, and 116 Ib down and 148 lb up at 14-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) 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=-54, 3-5=-54, 5-7=-54, 12-15=-20 Continued on page 2 ® 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 parametersshown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall �p/� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the -. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI77PI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 August 5,2020 job r Truss Truss Type Qty Ply T20935158 2413467 PollHip Girder 1 1 �LOT5011WATERSTONE Job Reference (optional) t3u80ers Firstsource (plant GRy, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 10:27:31 2020 Page 2 ID:Iwdfjg6k DdOtaytd 8 MG5Dm ygxQZ-Cuo oME7zf9?5AM6wDAEcN_zd7bXyb W gZ9jTxexygwgQ LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-148(F) 5=-148(F) 11=-98(F) B=-98(F) 18=-61(F) 19=-61(F) 20=-61(F) 21=-61(F) 22=-38(F) 23=-38(F) 24=38(F) 25=-38(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE -USE. Design valid for use only with 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 designinto 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 preventcollapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, "see ANSIITP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36616 ,lob Truss Truss Type Qty Ply LOT 5011 WATERSTONE T20935159 2413467 P02 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 10:27:32 2020 Page 1 I D:Iwdfj q 6kDdO taytd 8 MG5Dmyq xQZ-h4MAZa7cQS7ynVh 6 ntlrvBVoy? pXK3si O N CVANygwg P 7-0-0 13-M 20-M 21-4-O 1-4-0 7-0-0 ' 6-0-0 - 7-0-0 1-4-0 I 8x10 3 18 19 Sx8 = 20 214 3x6 = 2x4 II 3x4 = 3x4 = .3x6 = Scale = 1:36.9 7-0-0 13-M 20-M ' 7-0-0 6-0-0 7-0-0 , Plate Offsets (X,Y)— [3:0-7-0,0-2-0], [4:0-4-8,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.33 9-12 >730 240 MT20 2441190 TCDL 7.0 Lumber DOL. 1.25 BC 0.84 Vert(CT) 0.28 9-12 >866 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) -0.04 5 n1a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 86 lb FT = 20%. LUMBER- BRACING - TOP CHORD 2x4 SP No.1 `Except' TOP CHORD Structural wood sheathing directly applied. 3-4: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 5=0-4-0 Max Horz 2=172(LC 11) Max Uplift 2=-960(LC 12), 5=-960(LC 12) Max Grav 2=812(LC 1), 5=812(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1171/2354, 3-4=-1004/2279, 4-5=-1171/2355 BOT CHORD 2-9=-1912/997, 7-9=-1936/1003, 5-7=-1934/998 WEBS 3-9=-580/262, 4-7=-604/262 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 7-0-0, Exterior(2) 7-0-0 to 12-7-14, Interior(1) 12-7-14 to 13-0-0, Exterior(2) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 214-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 960 lb uplift at joint 2 and 960 lb uplift at joint 5. 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. August 5,2020 ® WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/ I9/2020 BEFORE USE. Design valid for use only with Mi reIrD 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 �y building design. Bracing indicated is to prevent truckling of individual truss web and/or chord members only. Additional temporary.and permanent bracing MiTetC• 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 Criterla, 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 ob Truss Truss Type Qly Ply LOT 5011 WATERSTONE T20935160 2413467 P03 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Aug 5 10:27:33 2020 Page 1 -ID:Iwdfg6kDdOlaytd8MG5DmygxQZ-9HwZmw8EBm FpPfGJKbH4SP2vW P9r3Ttsd 1 y2jpygwg. O 110409-0-0 38-10 20-0 21-4-011-0-0 106-3-6 -8.10 2-0-0 28 6-3-6 1-4-0 4x6 = Scale = 1:36.9 4x6 = 4x6 = 5x8 WB = 4x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 TCDL 7.0 LumberDOL 1.25 BC 0.84 BCLL O.0 Rep Stress Incr YES WB 0.37 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 7=0-4-0 Max Horz 2=213(LC 11) Max Uplift 2=-960(LC 12), 7=-960(LC 12) Max Grav 2=812(LC 1), 7=812(LC 1) 3x4 = DEFL. in (loc) ' I/defl Ud PLATES GRIP Vert(LL) 0.54 9-17 >448 240 MT20 2441190 Vert(CT) 0.45 9-17 >538 180 Horz(CT) -0.03 7 n/a n/a Weight: 94 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1182/2265, 3-4=-971/2092, 4-5=-824/1893, 5-6=-971/2092, 6-7=-118212265 BOT CHORD 2-11=-1898/1022, 9-11 =-1 507/824, 7-9=-1918/1022 WEBS 3-11=-328/639, 4-11=-903/338, 5-9=-9031338, 6-9=-3281639 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2) 9-0-0 to 16-7-14, Interior(1)16-7-14 to 21-4-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 960 (b uplift at joint 2 and 960 lb uplift at joint 7. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. August 5,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 mv.511912020 BEFORE;USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component; not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary, and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 40b , , ' Truss Truss Type Qty Ply LOT 50/1 WATER TONE T20935161 2413467 V05 Valley 1 1 Job Reference (optional) Cunaers rlrsioource Imam Gny, t-L), rlam Gny, I-L - JJbb t, ts.24U s Mar bi ZUZU MI I eK maustnes, Inc. wea Aug 0 1U:Zt:JJ ZUZU rage 1 ID:QgXU2kv_wgJlwvALKQauPUzcLTY-9HwZmwBEBmFpPfGJKbH4SP2?gPlw3Xgsdly2jpygwgO -1-4-0 4-8-0 1-4-0 4-8-0 4 7 6 5 3x4 2x4 II 2x4 II Plate Offsets (X,Y)-- 12:0-3-0,Edge Scale = 1:21.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL .20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC .0.26 Vert(CT) -0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-R Weight: 26 lb FT = 20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 7=4-8-0, 5=4-8=0, 6=4-8-0 Max Horz 7=205(LC12) Max Uplift 7=-51(LC 12), 5=-50(LC 12), 6=-208(LC 12) Max Grav 7=177(LC 1), 5=76(LC 17), 6=206(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-215/415 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord jive 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 51 lb uplift at joint 7, 50 lb uplift at joint 5 and 208 lb uplift at joint 6. August 5,2020 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary.and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS)ITP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa,; FL 36610 4ob ; , . Tuss Truss Type Ply LOT 5011 WATERSTONE �VD6 71" T20935162 2413467 Valley 1 Job Reference (optional) mullaers rirsizource (mant L ny, rL), mant L ny, rL - 150t) b.Z4U s Mar 9 ZUZU MI I eK InaUStnes, Inc. vvea Aug 0 1 U:Z/:J4 ZUZU rage 1 ID:QgXU2kv_wgJlwvALKQauPUzcLTY-dTUx_G9sy4Ng1prVuloJ_cbH4piHo_v?shhbFGygwgN 5-6.3 5-6.3 v 0 a 2x4 II - 3 5 4 2x4 2x4 II 2x4 II Scale = 1:18.1 LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stresslncr YES WB 0.12 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-P Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. . WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, - OTHERS 2x4 SP No.3 REACTIONS. (size) 1=5-5-11, 4=5-5-11, 5=5-5-11 Max Horz 1=148(LC 12) Max Uplift 4=-59(LC 12), 5=-171(LC 12) Max Grav 1=54(LC 1), 4=86(LC 17), 5=248(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-266/104 WEBS 2-5=-200/413 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6:Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and•C-C Exterior(2) 0-7-9 to 4-7-9, Interior(1) 4-7-9 to 5-4-7 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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 59 lb uplift at joint 4 and 171 lb uplift at joint 5. August 5,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE -USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 410b , f . Truss Truss Type Qty PlyZLOT 50/1 WATERSTONE �V07 T20935163 2413467 Valley 1 Reference (optional) Dunuers nrstauurce triant arty, rLl, riant t.tty, rL - aaoof, v a a 2x4 i d.z4U s Mar a zuzu MI i eK inaustries, Inc. Wea Aug b l u:zr3b zuzu rage i ID:QgXU2kv_wgJlwvALKQauPUzcLTY-5f2JBcAUjNVXezPhS?JYXg7RbDO5XS484LR9niygwgM 3.6.3 3-6-3 2x4 11 2 3 Scale = 1:11.6 I 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) n/a n/a 999 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.08 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-5-11, 3=3-5-11 Max Horz 1=85(LC 12) Max Uplift 1=-36(LC 12), 3=-79(LC 12) Max Grav 1=103(LC 17), 3=114(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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 36lb uplift at joint 1 and 79 lb uplift at joint 3. August 5,2020 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rov. 5/19/2020 BEFORE.USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling, of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/171o/1 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 ,(,ob r , . Truss Truss Type Qty Ply LOT 50/1 WATERSTONE T20935164 2413467 V08 Valley 1 1 Job Reference o tional nuucers rirstaource triant uay, rLl, riant uay, rL - 0000r, r,.y U. ID:QgXU2kv_wgJlwvALKQauPUzcLTY-5f2JBcAUjNVXezPhS?JYXg7UpD11XS484LR9niygwgM 1-6-3 1-6-3 Scale = 1:6.5 6.00 12 2 3 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC20171rP12014 Matrix-P Weight: 4 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=1-5-11, 2=1-5-11, 3=1-5-11 Max Horz 1=28(LC 12) Max Uplift 1=-11(LC 12), 2=-31(LC 12) Max Grav 1=33(LC 17), 2=28(LC 17), 3=18(LC 3) FORCES. (lb) -Max. Comp./Max. Teri. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-6-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf, h=25ft; B=45ft;,L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20:Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 1 and 31 lb uplift at joint 2. August 5,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Saletyln/onnatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols. PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. �'ytfi r For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. `Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots.. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected VVood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2. 3 TOP CHORDS 'BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS [CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section.6.3 These. truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 AL General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIlTPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.. 19. Review all portions of this design (front, back, words and pictures) before.use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.