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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200 D Maitland, Florida 32751 81 P: (321)972-0491 1 F: (407)880-2304 1 E: info@fdseng.com Website: www.fdseng.com ENOINEERINO ASSOCIATES September 2, 2020 Building Department Ref Adams Homes Lot: Lot 19 Blk 2 Subdivision: Fort Pierce - Waterstone Address: 8300 Amalfi Cir. Model: 2265 2CF C RHG KA # 20-6270 Truss Company: Builders First Source Date of drawings: 9/1/20 Job No.: 2455455 Wind Speed: 160 Exposure: C Truss Engineer: Julius Lee To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, Carl A. Brown, P.E. Luis FL. # 56126 FL. # "Doing Business with a °"ItIIIIIIIlo B L e4 !. No �864 ° V2/2020 lidrt�e',P.E. V. Born, P.E. 36�y••C°0 F? 1 O P•°�'V 82126 .... 'NCB srvic NPMaCac aaY� Eye for Detail" MiTek' ., RE: 2455455 LOT 19/2 WATERSTONE ' Site Information: Customer: Adams Homes Port St Lucie ProJ'ect Name: 2455455 Lot/Block: 19/2 Model: 2265 C Address: 8300 AMALFI CIR Subdivision: WATERSTONE City: FT PIERCE State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 39 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T21170049 A 9/1/2020 21 T21170069 D17 9/1/2020 2 T21170050 Al 9/1/2020 22 T21170070 D19 9/1/2020 3 T21170051 A3 9/1/2020 23 T21170071 D21 9/1/2020 4 T21170052 A5 9/1/2020 24 T21170072 E7 9/1/2020 5 T21170053 137C 9/1/2020 25 T21170073 E7V 9/1/2020 6 T21110054 139C 9/1/2020 26 T21170074 E7VA 9/1/2020 7 T21170055 B11C 9/1/2020 27 T21170075 E7VB 9/1/2020 8 T21170056 B13C 9/1/2020 28 T21170076 E7VC 9/1/2020 9 T21170057 B15 9/1/2020 29 T21170077 FGC 9/1/2020 10 T21170058 B17 9/1/2020 30 T21170078 G 9/1/2020 11 T21170059 B19 9/1/2020 31 T21170079 G1 9/1/2020 12 T21170060 B21 9/1/2020 32 T21170080 GX 9/1/2020 13 T21170061 C1 9/1/2020 33 T21170081 WE 9/1/2020 14 T21170062 C3 9/1/2020 34 T21170082 H2 9/1/2020 15 T21170063 C5 9/1/2020 35 T21170083 H3 9/1/2020 16 T21170064 D7 9/1/2020 36 T21170084 H4E 9/1/2020 17 T21170065 D9 9/1/2020 37 T21170085 PB 9/1/2020 18 T21170066 D11 9/1/2020 38 T21170086 PB1 9/1/2020 19 T21170067 D13 9/1/2020 39 T21170087 R7 9/1/2020 20 T21170068 D15 9/1/2020 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2021. Florida COA: 6634 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 (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. -r 01, 2020 1ofI Job Truss Truss Type Qty Ply LOT 19/2 WATERSTONE T21170049 2455455 A PIGGYBACK BASE TRUSS 4 1 Job Reference (optional) 661 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 14:33:59 2020 Page 1 ID:6q D IOH2OVegl Nkl sxoNemzyuULB-PKb98tl qiEss9UyAM2SZggXbxDiXm33eYy23Q2yi IdM 1-4-0 5-7-6 8-11-0 14-11-8 21-0-0 25-8-0 31-5-12 37-4-9 42-7-8 4-0-0 3-3-10 6-0-8 6-0-8 4-8-0 5-9-12 5-10-13 0 a nn 171-9 18 3x4 = 3x6 = 6x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-18: 2x4 SP No.3 WEBS 2x4 SP No.3 5x6 = 5x6 = 25-8-0 Scale=1:80.4 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TC 0.66 Vert(LL) 0.3718-21 >281 240 MT20 244/190 BC 0.81 Vert(CT) 0.28 18-21 >378 180 WB 0.62 Horz(CT) 0.07 10 n/a n/a Matrix-MSH Weight: 237 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-4-4 oc bracing. WEBS 1 Row at midpt 5-17, 6-16, 8-14 REACTIONS. (size) 2=0-8-0, 18=0-3-0, 10=0-7-8 Max Horz 2=421(LC 8) Max Uplift 2=-460(LC 10), 18=-829(LC 10), 10=-682(LC 10) Max Grav 2=394(LC 19). 18=1738(LC 15), 10=1427(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-360/488, 3-4=-278/422, 4-5=-233/472, 5-6=-1469/1222, 6-7=-1377/1172, 7-8=-1574/1202, 8-9=-2330/1438, 9-10=-2565/1539 BOT CHORD 2-18=-378/229, 17-18=-1592/664, 4-17=-313/240, 16-17=-642/1332, 14-16=-480/1269, 12-14=-907/1751, 10-12=-1176/2232 1 WEBS 3-18=-276/385, 5-17=-1773/742, 5-16=0/258, 6-14=-78/396, 7-14=-203/428, 8-14=-723/537, 8-12=-89/487, 9-12=-345/295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(?) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 15-4-2, Exterior(2) 15-4-2 to 31-6-8, Interior(1) 31-6-8 to 40-0-0, Exterior(2) 40-0-0 to 44-0-0 zone; porch left exposed;C-C for members and forces & MWFRS'for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. S) ' 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 460 lb uplift at joint 2, 829 lb uplift at joint 18 and 682 lb uplift at joint 10. August 31,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not ��e 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 R /� 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 ANS11Tp11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety formation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply LOT 19/2 WATERSTONE T21170050 2455456 Al PIGGYBACK BASE TRUSS 1 1 Job Reference (optional) ouuurls nrst�uwLe k—m ity, rt_/, Want �ny, rL - 0000r, 8.L4U s Mar y ZUZU MI I eK Inaustrles, Inc. Mon Aug of 14:J4:US ZUZU rage i ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-I5gg_E5LmTMId5Gxbu W V_ghGtg4DirrETaOGZpyi Idl 1-4-0 8- A 14-6-1 21-0.0 25-8-0 31-5-12 37-4-9 42-7-8 -4-0 8-0-12 6-5-5 6-5-15 4-8-0 5-9-12 5-10-13 5-2-15 -4-8 6.00 12 4x6 i 25 4 6x12 MT20HS i 3 1.5x8�=24 6 c� 1 2 5x6 = 0 17 3xR = B-0-12 4xB II 5x6 = 5x6 = 5 6 27 28 15 29 14 3x4 = 3x6 = 25-8-0 30 13 3x8 = 5x6 1 7 31 12 11 3x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.34 17-20 >276 240 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) 0.26 17-20 >363 180 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD. 3-17: 2x4 SP No.3 WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 17=0-3-8, 9=0-7-8 Max Horz 2=-421(LC 8) Max Uplift 2=-386(LC 10), 17=-866(LC 10), 9=-685(LC 10) Max Grav 2=330(LC 19), 17=1775(LC 15), 9=1448(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-337/453, 3-4=-278/346, 4-5=-1580/1229, 5-6=-1425/1181, 6-7=-1628/1211, 7-8=-2375/1448, 8-9=-2610/1549 BOT CHORD 16-17=-1779/948, 3-16=-478/434, 15-16=-664/1475, 13-15=-495/1344, 11-13=-916/1795, 9-11=-1185/2273 WEBS 4-16=-1921/899, 4-15=-30/256, 5-15=-133/323, 5-13=-78/370, 6-13=-213/461, 7-13=-718/538, 7-11=-89/478, 8-11=-346/295 Scale = 1:80.4 2x4 �, M 8 1.5x8 STP = 26 91000 In Io N 3x6 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 230 lb FT = 20 Structural wood sheathing directly applied or 3-6-5 oc purlins. Rigid ceiling directly applied or 4-0-8 oc bracing. 1 Row at micipt 4-16, 7-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. It II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 15-4-2, Exterior(2) 15-4-2 to 31-6-8, Interior(1) 31-6-8 to 40-0-0, Exterior(2) 40-0-0 to 44-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 15) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 386 lb uplift at joint 2, 866 lb uplift at joint 17 and 685 Ito uplift at joint 9. August 31,2020 ®WARNING - Verily 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 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 p� pp� O building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIT 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/TP11 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 1 Job Truss Truss Type Qty Ply LOT 1912 WATERSTONE T21170051 2455455 A3 PIGGYBACK BASE TRUSS 1 1 Job Reference (optional) ouuaers FirbiSource (Piani Ciiy, FL), rianl Ciiy, FL - 33567, 8.240 s Mar a 2020 MI I eK Industries, Inc. Mon Aug 3l 14:34:06 2020 rage 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuULB-e3eY1 yBTb?_aks9uNR6ghjP4gmyN5Qzcd 1 FOyi IdD 1-4-0 7-2-4 13-10-6 21-0-0 25-8-0 31-5-12 37-4-9 42-7-8 4-0-0 -4-0 7-2-4 6-8-2 7-1-10 4-8-0 5-9-12 5-10-13 5-2-15 -4-8 Scale = 1:80.4 5x6 = 5x6 = 5 6 6.00 12 5x6 4x6 i 25 7 4 6x12 MT20HS i 2x4 i "l 8 1.5x8 STP = 0 3 26 1.5x8 STP =24 910 ^ Io 6 0 c� 1 2 4x6 = 15 27 14 28. 13 29 12 30 11 N 3x4 = 46 = 3x8 = 46 = 3x4 = 3x6 = 17 3x6 = 4x6 II 6-10-6 7-Z�1 15-5-9 25-8-0 34-3-0 42-7-8 6-10-6 0-3�-ti4 8-3-5 10-2-7 8-7-0 Plate Offsets (X,Y)-- [5:0-3-0,0-2-0j, [6:0-3-0,0-2-0j _[7:0-3-0,0-3-0j [17:Edge,0-3-8j LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.21 17-20 >401 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.58 13-15 >734 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 230 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 3-17: 2x4 SP No.3, 14-16,12-14: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 17=0-3-8, 9=0-7-8 Max Horz 2=-421(LC 8) Max Uplift 2=-351(LC 10), 17=-854(LC 10), 9=-699(LC 10) Max Grav 2=307(LC 19), 17=1731(LC 15), 9=1479(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-355/434, 3-4=-301/295, 4-5=-1764/1340, 5-6=-1492/1215, 6-7=-1703/1249, 7-8=-2438/1489, 8-9=-2674/1589 BOT CHORD 16-17=-1733/951, 3-16=-463/404, 15-16=-768/1698, 13-15=-546/1435, 11-13=-952/1857, 9-11=-1221/2330 WEBS 4-16=-2045/1002, 4-15=-105/315, 5-15=-211/431, 5-13=-77/384, 6-13=-237/512, 7-13=-711 /541, 7-11=-92/466, 8-11=-347/293 Structural wood sheathing directly applied or 2-2-1 oc purlins. Rigid ceiling directly applied or 4-2-11 oc bracing. 1 Row at midpt 4-16, 5-13, 7-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 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 15-4-2, Exterior(2) 15-4-2 to 31-6-9, Interior(1) 31-6-9 to 40-0-0, Exterior(2) 40-0-0 to 44-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. $) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351 lb uplift at joint 2, 854 lb uplift at joint 17 and 699 lb uplift at joint 9. August 31,2020 ® 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 MrIek0 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/TPIi Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply LOT 19/2 WATERSTONE �A5 T21170052 2455455 PIGGYBACK BASE TRUSS 1 1 Job Reference (optional) 2 -� �� �• •� ^ �-^n • �n �• ..,,r, - O.GYV s IVIGI W LVLU rvu I eK Inuu5tries, inc. Mon Hug d l 14:d4:11 zuzu rage 1 ID:6gDIOH2OVeglNklsxbNemzyuULB-3eJhf BMuwN9bKtT3ZgNJM1b_3nYa0pPlpyisLyildA 1 4-0 6-3-0 13-7-12 21-0-0 25-8-0 31-5-12 37 4-94-0- -0-07-4-12 7-4-4 4-8-0 5-9-12 5-10-13 5x8 = 6.00 12 5x6 = 5 6 Scale = 1:82.0 c? 0 r� 0 3x6 = 18 3x6 II 13-7-12 0 Ir tq I4 0 N LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber-DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.84 BC 0.86 WB 0.89 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d -0.21 11-13 >999 240 -0.42 11-13 >999 180 0.09 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 238 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc puriins. BOT CHORD 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied or 4-3-5 oc bracing. 3-18: 2x4 SP No.3 WEBS 1 Row at midpt 4-14, 5-13, 7-13 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 18=0-3-8, 9=0-7-8 Max Horz 2=-421(LC 8) Max Uplift 2=-314(LC 10), 18=-839(LC 10), 9=-715(LC 10) Max Grav 2=270(LC 19), 18=1697(LC 15), 9=1475(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-371/453, 3-4=-1984/1303, 4-5=-1651/1256, 5-6=-1466/1259, 6-7=-1679/1298, 7-8=-2441/1530, 8-9=-2675/1631 BOT CHORD 17-18=-1702/952, 3-17=-1641/988, 14-16=-880/1848, 13-14=-587/1487, 11-13=-992/1866, 9-11=-1258/2329 WEBS 3-16=-804/1654, 4-14=-440/355, 5-14=-138/386, 5-13=-158/271, 6-13=-257/507, 7-13=-732/536, 7-11=-85/498, 8-11=-342/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 15-4-2, Exterior(2) 15-4-2 to 31-6-9, Interior(1) 31-6-9 to 40-0-0, Exterior(2) 40-0-0 to 44-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ;� Nro; 348.69 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. =i'.. •:: 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 = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 314 lb uplift at joint 2, 839 lb uplift at joint 18 and 715 lb uplift at joint 9. rnpa FL 3361A;!' August 31,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANS117Pl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/2 WATERSTONE T21170053 2455455 B7C HALF HIP TRUSS 1 n L Job Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 14:34:25 2020 Page 1 I D:6q D IOH2OVeg 1 Nkl sxoNemzyuULB-eK9_bm M8aE7AGTygtWwftJc?GiZ4snxTX?LRKXyi Icy 1-0-0 i 3-9-4 i 7-0-0 6 19-150--612 4--8-0 32 62 - -12 6-5Us 752 5-6-0 7-4-8 4 5x6 = 6.00 12 3x8 = 5x6 = 5x8 = 5x6 = 46 = ' 4 5 Y4 6 7 25 26 8 9 1 0 Scale = 1:84.6 4x6 = 10 20 19 18 17 16 15 14 11 4x6 3x8 = 3x8 MT20HS 5x8 = 3x8 2x4 11 6x8 = 12 3.50 1.5x8 STP - = = = - 2x4 II 3x4 11 33-9-4 7-0-0 13-5� 19-10-12 26-4-2 32-9-6 3 -8.1 39-3-8 48-8-0 7-0-0 6fi-6 65-865-6 1111- 5.6-4 7-0-e Plate Offsets (X,Y)-- [4:0-3-0,0-2-0],[6:0-3-0,0-3-0] [8:0-2-8 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.37 17-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.48 17-18 >843 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(CT) 0.13 14 nla n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 482 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-14 REACTIONS. (size) 11=0-8-0, 2=0-8-0, 14=0-3-0 Max Horz 2=243(LC 8) Max Uplift 11=-474(LC 5), 2=-1401(LC 8), 14=-2120(LC 8) Max Grav 11=953(LC 14), 2=2872(LC 13), 14=4189(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5753/2689, 3-4=-5622/2644, 4-5=-5121/2454, 5-6=-6666/3269, 6-7=-6666/3269, 7-8=-175/271, 8-9=-535/798, 9-10=-1856/948, 10-11=-823/565 BOT CHORD 2-20=-2512/5135, 18-20=-3392/6914, 17-18=-3392/6914, 15-17=-2192/4520, 14-15=-2192/4520, 13-14=-1718/1044, 8-13=-833/686, 12-13=-986/1874 WEBS 4-20=-760/1998, 5-20=-2118/1078, 5-18=0/400, 5-17=-283/198, 6-17=-795/676, 7-17=-1230/2451, 7-15=0/466, 7-14=-5333/2635, 9-13=-2755/1508', 9-12=-161/394, 10-12=-925/1800 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 079-0 oc. ,t Bottom chords connected as follows: 2x4 - 1 row 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=5.8psf; h=15ft; B=45ft; L=40ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi-0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 11 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 474 lb uplift at joint 11, 1401 lb uplift at joint 2 and 2120 Ib uplift at joint 14. 11) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 12) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 733 lb down and 304 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. A WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design.is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS177PI1 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 312020 Job Truss Truss Type Oty Ply LOT 19/2 WATERSTONE T21170053 2455455 B7C HALF HIP TRUSS 1 e� L Job Reference (optional) ounuers rirsraource kmam cny, t-Lj, runt cny, rL - asoet, 6.24U s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 14:34:25 2020 Page 2 ID:6gD10H2OVegl NklsxoNemzyuULB-eK9_bmM8aE7AGTygtWwftJc?GiZ4snxTX?LRKXyiIcy LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-1 0=-1 12(F=-58), 20-21=-20, 14-20=-42(F=-22), 12-13=-42(F=-22), 11-12=-42(F=-22) Concentrated Loads (lb) Vert: 20=-475(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 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 Tr ek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mi'll fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117Pl1 Quality Criteria, DSO-89 and BCS/ Building Component Blvd. e Eastast Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parke 3 Job Truss Truss Type QtyJly LOT 19/2 WATERSTONE. T21170054 2455455 89C Half Hip Truss 1 1 Job Reference (optional) R r , . Ly, 11/, nanr'ay, r� - uuoor, o.L4u s mar a zuzu mi I etc mausines, Inc. mon Aug 31 14:34:z6 2u2U ]-age 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-7WjMp6MmLXF1 uc1XMRDRuQW89X6vwbCPdlf4_s_yilcx 1 4-0 4-9-4 9-0-0 17-3-1 25-6-2 32-9-8 39-1-11 46-8-0 -0-0 4-2-12 8-3-1 8-3-1 7-3-6 6-4-3 7-6-5 Scale = 1:84.6 5x6 = 5x8 = 5x6 3x4 II 5x6 = 4x6 = 6.00 12 4 24 25 265 6 27 28 7 8 29 9 18 17 16 15 14 13 10 46 = 3x8 3x8 MT20HS = 2x4 11 3x8 = 3x6 = 6x8 = 3.50 112 1.5x8 STP = 3x4 11 46-8-0 IN LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.89 BC 0.87 WB 0.89 Matrix-MSH DEFL. in (loc) I/deft L/d Vert(LL) 0.22 16 >999 240 Vert(CT) -0.34 18-21 >999 180 Horz(CT) 0.11 13 n/a n/a PLATES MT20 MT20HS Weight: 245 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-7-3 oc bracing. 7-13: 2x4 SP No.3 WEBS 1 Row at midpt 5-18, 5-14, 6-13 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 2=0-8-0, 13=0-3-0 Max Horz 2=297(LC 10) Max Uplift 10=-195(LC 7), 2=-636(LC 10), 13=-845(LC 10) Max Grav 10=428(LC 20), 2=1298(LC 1), 13=1790(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2316/1541, 3-4=-2065/1335, 4-5=-1820/1284, 5-6=-1653/990, 8-9=-534/277, 9-10=-363/305 BOT CHORD 2-18=-1614/2046, 16-18=-1504/2311, 14-16=-1504/2311, 13-14=-985/1636, 12-13=-743/525, 7-12=-340/321, 11-12=-297/538 WEBS 3-18=-347/379, 4-18=-197/604, 5-18=-667/253, 5-16=0/311, 5-14=-752/587, 6-14=-183/610,6-13=-1974/1225,8-12=-787/519,9-11=-271/530 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=6ft; 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 3-4-2, Exterior(2) 3-4-2 to 14-7-14, Interior(1) 14-7-14 to 42-6-4, Exterior(2) 42-6-4 to 46-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip 60L=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. '5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 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 195 lb uplift at joint 10, 636 lb uplift at joint 2 and 845 lb uplift at joint 13. August 31,2020 ®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 onlywith 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?PI! Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 19/2 WATERSTONE T21170055 2455455 B11 C Half Hip Truss 1 1 Job Reference (optional) :.. 1 ­-.1- t. ,o,„ -„y, , 11, , —,r ..pry, , , -.+.+.+ , o'G u s "Idr u zuzu Iwl I ex, muustnes, Inc. Mon Aug of 14:,i4:13 zuyu rage i ID:6q D IOH2OVeg 1 Nkl sxoNemzyuULB-?ORR4fCcPYdtgd 1 sA_irOn6_WsVk2Kgim7RowEyild8 -1-0-0 5-9-4 11-0-0 18-3-3 25-6-5 33-9-4 39-1-11 46-8-0 -4-0 5-9-4 5-2-12 7-3-3 7-3-3 8-2-15 7-6-5 5x8 = 3x6 = 5x6 = 3A II 5x6 = 4x6 = 6.00 12 4 25 26 5 6 27 28 7 8 29 9 19 18 Ir Ju 16 sl -10 14 s2 4x6 = 2x4 11 3x8 = 3x6 = 3x8 = 3x6 = 3x6 = 5-9-4 1 13 6x8 = 3.50112 Scale = 1:84.6 10 1.5x8 STP = 3x4 11 I9 N LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.65 BC 0.75 WB 0.85 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deFl L/d 0.17 16-18 >999 240 -0.28 13-14 >999 180 0.09 13 n/a n/a PLATES GRIP MT20 244/190 Weight: 261 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 7-13: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-8-7 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-14, 6-13 REACTIONS. (size) 10=0-8-0, 2=0-8-0, 13=0-3-0 Max Horz 2=351(LC 10) Max Uplift 10=-193(LC 7), 2=-627(LC 10), 13=-855(LC 10) Max Grav 10=432(LC 20), 2=1372(LC 15), 13=1787(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2458/1433, 3-4=-2003/1239, 4-5=-1952/1247, 5-6=-1410/833, 8-9=-394/198, 9-10=-365/302 BOT CHORD 2-19=-1567/2226, 18-19=-1567/2226, 16-18=-1200/1772, 14-16=-1247/1952, 13-14=-828/1393, 12-13=-741/529, 7-12=-342/325, 11-12=-212/398 WEBS 3-18=-531/421, 4-18=-130/444, 4-16=-89/397, 5-14=-682/521, 6-14=-222/665, 6-13=-1764/1093, 8-12=-610/405, 9-11 =-202/41 0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=6ft; 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 5-4-2, Exterior(2) 5-4-2 to 16-7-14, Interior(1) 16-7-14 to 42-6-4, Exterior(2) 42-6-4 to 46-6-4 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) Bearing at joint(s) 10 considers parallel to grain value using ANSUTPI 1 angle to grain fonnula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 193 lb uplift at joint 10, 627 lb uplift at joint 2'and 855 lb uplift at joint 13. August 31,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design, into the overall p p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary. and permanent bracing iVliTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/2 WATERSTONE T21170056 2455455 B13C Hip Truss 1 1 Job Reference (optional) nunaers r irsLoource tmani idly, t-LJ, clan[ uity, rL - 6600/, 6.Z4U s Mar B ZUZU MI I eK Inaustrles, Inc. Mon Aug 31 14:34:1 b ZUZU F'age 1 I D:6gDIOH2OVeg 1 Nkl sxoNemzyuULB-xPZCVLEsx9tb4xBEIPkJTCBK1 gC6 W Cc?DRwv?7yi Id6 1-0-0 7-5-9 13-0-0 19-11-4 26-&12 338-0 3 -5- 39-1-11 46-8-0 -4-0 7-5.9 16-7 6-11-4 6-9-8 6.11.4 0-9- 4-8-3 7-6-5 Scale = 1:86.2 6.00 12 5x8 = 5x6 = 5x6 = 2x4 II 5x8 = 2x4 II 4x6 = 4 25 26 27 5 6 28 29 30 7 8 0 ,,, 10 M 20 19 to --- 6x8 = 11 4x6 = 2x4 11 5x8 = 1.5x8 STP = 4x6 = 3.50 112 3x4 11 34-5-8 712 13-0-0 1 2-0 19-i t-4 26-8-12 04-0 33- -4 39.1-11 46-8-0 75-9 5E-7 .2.0 5-9-0 6-9-8 6-11-0 0• -4 4-8-3 7-0-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.65 Vert(LL) 0.22 18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.32 16-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.09 13 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix-MSH Weight: 272lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 11=0-8-0, 2=0-8-0, 13=0-3-8 Max Horz 2=383(LC 10) Max Uplift 11=-104(LC 7), 2=-550(LC 10), 13=-1104(LC 10) Max Grav 11=84(LC 20), 2=1176(LC 15), 13=2354(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-196411119, 3-4=-2102/1435, 4-5=-1580/1102, 5-6=-604/419, 6-7=-6041419, 7-8=-989/1437,8-9=-271/391, 9-10=-285/402 BOT CHORD 2-20=-1280/1751, 16-17=-1360/1844, 14-16=-1069/1571, 13-14=-1188/803, 12-13=-1223/839 WEBS 3-20=-495/555, 3-17=-58/261, 4-17=-451/836, 4-16=-399/343, 5-16=-60/397, 5-14=-1173/825, 6-14=-382/400, 7-14=-1425/2144, 7-13=-2069/1562, 8-12=-760/1131, 9-12=-398/413, 10-12=-482/341, 17-20=1374/1875 Structural wood sheathing directly applied or 3-4-0 oc puriins, except end verticals. Rigid ceiling directly applied or 4-11-9 oc bracing. 1 Row at midpt 5-14, 7-14, 10-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=6ft; 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 7-4-2, Exterior(2) 7-4-2 to 18-7-14, Interior(1) 18-7-14 to 28-0-2, Exterior(2) 28-0-2 to 34-5-8, Interior(1) 34-5-8 to 42-6-4, Exterior(2) 42-6-4 to 46-6-4 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) Bearing atjoint(s) 11 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 104 lb uplift at joint 11, 550 lb uplift at joint 2 and 1104 lb uplift at joint 13. August 31,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/1'rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 1912 WATERSTONE T21170057 2455455 B15 HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 14:34:17 2020 Page 1 ID:6q DIOH2OVeg 1 Nkl sxdNemzyuU LB-togywl F7Tm7JJ FLdPgmnYdGcXTpk_Eg IhIP03?yi Id4 1-4-0 5-7-6 8-11-0 15-0-0 23-4-0 31-8-0 36-4-12 41-5-0 -4-0 5-7-6 3-3-11 6-1-0 8-4-0 8.4-0 4-8-12 5.0-4 6.00 12 1` O 17 3x6 = 6x8 = 8-8-0 8-111, 0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-17: 2x4 SP No.3 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 2-10-9 5x8 = 5x8 = 5x8 = 27 6 28 29 30 7 Scale = 1:76.5 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.90 Vert(LL) 0.3817-24 >279 240 MT20 244/190 BC 0.93 Vert(CT)-0.3217-24 >331 180 WB 0.48 Horz(CT) 0.06 10 n/a n/a Matrix-MSH Weight: 219 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS. (size) 10=Mechanical, 2=0-8-0, 17=0-3-0 Max Horz 2=269(LC 9) Max Uplift 10=-552(LC 10), 2=-413(LC 10), 17=-865(LC 10) Max Grav 10=1240(LC 16), 2=388(LC 19), 17=1552(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-269/348, 3-4=-131/263, 4-5=-1336/1040, 5-6=-1829/1499, 6-7=-1829/1499, 7-8=-1762/1327,8-10=-1891/1453 BOT CHORD 2-17=-357/215, 16-17=-1414/813, 4-16=-1364/841, 13-15=-644/1135, 11-13=-901/1523, 10-11=-1135/1599 WEBS 4-15=-539/1217, 5-15=-265/289, 5-13=-567/905, 6-13=-518/548, 7-13=-259/478, 7-11=-28/338, 8-11=-137/276, 3-17=-270/355 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2� Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 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 9-4-2, Exterior(2) 9-4-2 to 20-7-14, Interior(1) 20-7-14 to 26-0.2, Exterior(2) 26-0-2 to 41-5-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 552 lb uplift at joint 10, 413 lb uplift at joint 2 and 865 lb uplift at joint 17. August 31,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verily 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 1 VliTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS171"P/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnformatron available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36616 Job Truss Truss Type City Ply LOT 1912 WATERSTONE T21170058 2455455 B17 HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 14:34:19 2020 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-gAojLjHN7ONIYYUOXFpFe2MxvHV2S6nb83u78uyild2 1-4-0 5-7-6 8-11-0 17-0-0 23-4-0 29-8-0 36-1-2 41-5-0 -4-0 5-7-6 3-3-10 8-1-0 6-4-0 6-4-0 6-5-2 5-3-14 5x8 = 6.00 12 2x4 11 5x8 = 5 246 25 26 27 7 Scale = 1:78.1 0 ob M O 3x6 = 18 3x6 = 6x8 = 17-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 4-18: 2x4 SP No.3 WEBS 2x4 SP No.3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.98 Vert(LL) 0.3818-21 >278 240 MT20 244/190 BC 0.94 Vert(CT) -0.32 18-21 >332 180 WB 0.63 Horz(CT) 0.04 10 n/a n/a Matrix-MSH Weight: 232 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-6-15 oc bracing. REACTIONS. (size) 2=0-8-0, 18=0-3-0, 10=Mechanical Max Horz 2=308(LC 9) Max Uplift 2=-413(LC 10), 18=-862(LC 10), 10=-550(LC 10) Max Grav 2=388(LC 19), 18=1573(LC 15), 10=1244(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-286/343, 3-4=-174/308, 4-5=-1399/1088, 5-6=-1506/1340, 6-7=-150611340, 7-8=-1668/1283, 8-9=-1931/1365, 9-1 0=-1 189/892 BOT CHORD 2-18=-354/211, 17-18=-1455/823, 4-17=-1380/870, 14-16=-663/1195, 12-14=-820/1390, 11-12=-1130/1671 WEBS 4-16=-437/1125,5-14=-351/579, 6-14=-387/407,7-14=-125/287, 7-12=-86/361, 8-12=-353/350, 9-11=-1013/1518, 3-18=-240/311 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 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 11-4-2, Exterior(2) 11-4-2 to 22-7-14, Interior(1) 22-7-14 to 24-0-2, Exterior(2) 24-0-2 to 35-3-14, Interior(1) 35-3-14 to 37-3-4, Extedor(2) 37-3-4 to 41-3-4 zone; porch left exposed;C-C for members and farces & 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint 2, 862 lb uplift at joint 18 and 550 lb uplift atjoint 10. August 31,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 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 ANSI?PI! Quality Criteria, DSB-09 and BCSI Building Component 69b4 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 T21170059 2455455 B19 HIP TRUSS 1 1 �LOT`1912WATERSTONE Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 14:34:20 2020 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-INM5Y21?mhVuAi3C4yKUAFu6zhrXBVhkNjdggKyildl 1-4-0 5-7-6 8-11-0 13-11-8 19-0-0 27-8-0 34-4-12 41-5-0 -0-0 5-7-6 3-3-10 5-0-8 8-8-0 6-8-12 7-0-4 if O 5x8 = 6.00 12 5x6 = 22 7 Scale = 1:78.1 16 3x6 = 3x6 = 6x8 = 8-11-0 19-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 LumberDOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 6-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 4-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 6-13: 2x4 SP No.2 34-4-12 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TC 0.96 Vert(LL) 0.3716-19 >282 240 MT20 2441190 BC 0.93 Vert(CT) 0.28 16-19 + >380 180 WB 0.78 Horz(CT) 0.04 10 n/a n/a Matrix-MSH Weight: 230 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-15, 6-13 REACTIONS. (size) 2=0-8-0, 16=0-3-0, 10=Mechanical Max Horz 2=349(LC 9) Max Uplift 2=-423(LC 10), 16=-849(LC 10), 10=-552(LC 10) Max Grav 2=393(LC 19), 16=1637(LC 15). 10=1236(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-307/388, 3-4=-206/354, 4-5=-190/364, 5-6=1354/1139, 6-7=-1337/1209, 7-8=-1533/1227, 8-9=-1920/1337, 9-1 0=-1 165/886 BOT CHORD 2-16=-399/227, 15-16=-1482/722, 4-15=-291/215, 14-15=-708/1106, 13-14=-625/1238, 11-13=-1068/1636, 10-11=-214/286 WEBS 5-15=-15361832, 5-14=0/303, 6-14=-2/257, 6-13=-127/283, 7-13=-47/364, 8-13=-489/408, 9-11=-859/1374, 3-16=-287/396 NOTES- 14, Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 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 13-4-2, Exterior(2) 13-4-2 to 33-3-14, Interior(1) 33-3-14 to 37-3-4, Exterior(2) 37-3-4 to 41-3-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 423 lb uplift at joint 2, 849 lb uplift at joint 16 and 552 lb uplift atjoint 10. August 31,2020 ® 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 p _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I VliTek 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 ANShrrPll 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 1912 WATERSTONE T21170060 2455455 B21 HIP TRUSS 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 14:34:22 2020 Page 1 ID:6gDIOH2OVeg 1 Nkl sxoNemzyuU LB-EIUrzkJFIJIbPODbCNMyFg_W BUZgfSvl q 16nkDyild? 1-4-05-7-6 8-11-0 _14-11-8 21-0.0 25-8-0 31-5-12 374-9 42-7-8 -4-0 5-7-6 3-3-10 6-0-8 6-0-8 4-8-0 5-9-12 5-10-13 5-2-15 r� a 6.00 2 17 3x4 = 3x6 = 6x8 = 8-11-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 LumberDOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017fTP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-17: 2x4 SP No.3 WEBS 2x4 SP No.3 5x6 = 5x6 = Scale = 1:80.2 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TC 0.65 Vert(LL) 0.3717-20 >281 240 MT20 244/190 BC 0.81 Vert(CT) 0.28 17-20 >378 180 WB 0.61 Horz(CT) 0.07 10 n/a n/a Matrix-MSH Weight: 235 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-4-3 oc bracing. WEBS 1 Row at micipt 5-16, 6-15, 8-13 REACTIONS. (size) 2=0-8-0, 10=0-7-8, 17=0-3-0 Max Horz 2=405(LC 9) Max Uplift 2=-434(LC 10), 10=-575(LC 10), 17=-860(LC 10) Max Grav 2=395(LC 19), 10=1352(LC 16), 17=1729(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-356/417, 3-4=-269/402, 4-5=-230/412, 5-6=-1470/1212, 6-7=-1379/1179, 7-8=-157711208, 8-9=-2343/1491, 9-10=-2573/1613 BOT CHORD 2-17=-384/231, 16-17=-1580/706, 4-16=-321/245, 15-16=-699/1321, 13-15=-551/1258, 11-13=-1001/1764, 10-11=-1331/2256 WEBS 5-16=-1746/798, 6-13=-92/396, 7-13=-204/430, 8-13=-728/560, 8-11=-138/497, 9-11=-354/347, 3-17=-281/390 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(?) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-4-2, Exterior(2) 15-4-2 to 31-6-9, Interior(1) 31-6-9 to 38-7-8, Exterior(2) 38-7-8 to 42-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 434 lb uplift at joint 2, 575 lb uplift at joint 10 and 860 lb uplift at joint 17. August 31,2020 ® 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 chard members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property, damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP/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 y LOT 19l2 WATERSTONE T21170061 2455455 C1 JACK -OPEN TRUSS L4[ 1 Job Reference o tional •-- ----- --•-- v ••-••• �'v�I• � ��`��� �^T • � - `�`�"�• . —v s iv e w cucu mi i en inuu5trles. Inc. man Hug 51 14:34:Zr zuzu rage 1 ID:6gDIOH2OVegl Nkl sxoNemzyuU LB-bjHkOSNO6rOu Wn5Y?wy7ykhU?VS6Ksdm_JgYPQyilcw -1.4-0 0-10-15 1-4-0 0-10-15 0 m 0 0-10-15 0-10-15 —� Scale = 1:7.6 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 0.20 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL . 7.0 Lumber DOL 1.25 SC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER - 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=79(LC 10) Max Uplift 3=-4(LC 1), 2=-197(LC 10), 4=-16(LC 1) Max Grav 3=22(LC 10), 2=159(LC 15), 4=47(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc 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=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 3, 197 lb uplift at joint 2 and 16 lb uplift at joint 4. August 31,2020 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon 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 MlTeka 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 ANSIfrPN Quality Criteria, DSB•89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/2 WATERSTONE T21170062 2455455 C3 JACK -OPEN TRUSS 4 1 Job Reference (optional) Builders First5ource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 14:34:28 2020 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-3vr6Eo00t9Wl7xgkYeTMVxEflvnZ3JtwDzZ5xsyilcv -1-4-0 2-10-15 2-10-15 Scale = 1:12.6 2-10-15 2-10-15 Plate Offsets (X,Y)— [2:0-1-4,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 0.20 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 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=131(LC 10) Max Uplift 3=-51(LC 10), 2=-155(LC 10) Max Grav 3=71(LC 15), 2=197(LC 15), 4=48(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=S.Bpsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 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 51 lb uplift at joint 3 and 155 lb uplift at joint 2. August 31,2020 ® 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 verily, 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/TP/l 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 Oty Ply T21170063 2455455 C5 JACK -OPEN TRUSS 4 �LOT19/2WATERSTONE .1 Job Reference (optional) -1-4-0 Ill o-u s rvim s NN ivii i eK Inuus[nes, Inc. Mon Hug 6l 14:G4:ZS ZUZU regal I D:6gDIOH2OVegl Nkl sxoNemzyuULB-X5PVR7PeeSecl5Fx6L_bl9mldJOCom 73RcJeTJyi Icu 4-10-15 4-10-15 Scale = 1:17.6 3x4 = 4-10-15 4-10-15 Plate Offsets (X,Y)-- [2:0-1-4 0-0-2) 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 0.58 Vert(LL) 0.12 4-7 >494 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.51 Vert(CT) 0.10 4-7 >575 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 18 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 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=185(LC 10) Max Uplift 3=-120(LC 10), 2=-257(LC 10), 4=-71(LC 10) Max Grav 3=122(LC 15), 2=261(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=5.8psf; h=15ft; 13=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 lb uplift at joint 3, 257 lb uplift at joint 2 and 71 lb uplift at joint 4. August 31,2020 ® 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 MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and 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 19/2 WATERSTONE T21170064 2455455 D7 Half Hip Truss 1 Job Reference (optional) tsuuaers rlfSLbource trlant uny, t-Lj, rlant Idly, M - JJu0/, b.L'+U 5 Mar a LULU IVII I eK Inuu5trle5, inc. mun Aug at 19:J9:9J LULU rage t ID:6gDIOH2OVegl NklsxoNemzyuULB-7oFnNwaRLmPdRFKdxHEtc5L21yjj4xn7foiO±Vyilcg 1-4-0 7-0-0 14-1-12 21-1-12 28-1-12 35-1-12 42-3-8 -4-0 7-1-12 7-0-0 7-0-0 7-0-0 7-1-12 Scale = 1:74.8 5x8 = 2.4 11 5x6 = 3x4 = 5x6 = 5x6 = 6.00 12 3 18 19 20 21 422 23 24 25 5 26 27 28 6 29 30 31 32 7 33 34 35 8 14 36 37 38 13 39 40 41 12 42 43 44 11 45 46 47 10 '48 49 50 9 3x6 = 2x4 II 6x12 MT20HS = 3x4 = 6x12 MT20HS = 5x6 = 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.64 12 >795 240 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.78 12-13 >646 180 BCLL 0.0 Rep Stress Inca NO WB 0.69 Horz(CT) 0.16 9 n/a nla BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH LUMBER- BRACING- TOP.CHORD 2x4 SP No.2 `Except' TOP CHORD 3-5,5-7: 2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 `Except' 3-13,5-13,6-12,7-11,8-10: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=243(LC 8) Max Uplift 2=-1649(LC 8), 9=-1636(LC 8) Max Grav 2=2921(LC 1), 9=2924(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5846/3186, 3-4=-8024/4517, 4-5=-8054/4547, 5-6=-8900/4992, 6-7=-7935/4456, 7-8=-4975/2780, 8-9=-2794/1687 BOT CHORD 2-14=-2922/5154, 13-14=-2923/5175, 12-13=-5010/8910, 11-12=-4417/7887, 10-11=-2843/5065 WEBS 3-14=-33/688, 3-13=-1788/3196, 4-13=-7281723, 5-13=-960/535, 5-12=-239/434, 6-12=-645/1137, 6-11=-1184/955, 7-11=-1809/3220, 7-10=-2195/1556, 8-10=-3066/5492 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 428 lb FT = 20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 6-0-14 cc bracing. NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Bpsf; h=15ft; 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 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1649 lb uplift at joint 2 and 1636 lb uplift at joint 9. August 31,2020 ® 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 MTekO" connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 1912 WATERSTONE T21170064 2455455 D7 Half Hip Truss 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 14:34:43 2020 Page 2 ID:6gDIOH2OVegl NklsxoNemzyuULB-7oFnNwaRLmPdRFKdxHEtc5L21y) 4xn7foiOzVyilcg NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 215 Ib up at 7-0-0, 87 lb down and 164 lb up at 9-0-12, 87 lb down and 164 lb up at 11-0-12, 87 lb down and 164 lb up at 13-0-12, 87 lb down and 164 lb up at 15-0-12, 87 lb down and 164 lb up at 17-0-12, 87 lb down and 164 lb up at 19-0-12, 87 lb down and 164 lb up at 21-0-12, 87 lb down and 164 lb up at 23-0-12, 87 lb down and 164 Ib up at 25-0-12, 87 lb down and 164 lb up at 27-0-12, 87 lb down and 164 lb up at 29-0-12, 87 lb down and,164 lb up at 31-0-12, 87 lb down and 164 lb up at 33-0-12, 87 lb down and 164 lb up at 35-0-12, 87 lb down and 164 lb up at 37-0-12, and 87 lb down and 164 lb up at 39-0-12, and 87 lb down and 164 lb up at 41-0-12 on top chord, and 326 lb down and 142 lb up at 7-0-0, 65 lb down at 9-0-12, 65 lb down at 11-0-12, 65 lb down at 13-0-12, 65 lb down at 15-0-12, 65 lb down at 17-0-12, 65 lb down at 19-0-12, 65 lb down at 21-0-12 , 65 lb down at 23-0-12, 65 lb down at 25-0-12, 65 lb down at 27-0-12, 65 lb down -at 29-0-12, 65 lb down at 31-0-12, 65 lb down at 33-0-12, 65 lb down at 35-0-12, 65 lb down at 37-0-12, and 65 lb down at 39-0-12, and 65 lb down at 41-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pil) Vert: 1-3=-54, 3-8=-54, 9-15=-20 Concentrated Loads (lb) Vert:3=-189(B) 5=-87(B) 14=-310(B) 12=-40(B) 7=-87(B) 10=-40(B)'18=-87(B) 19=-87(B) 21=-87(B) 23=-87(B) 24=-87(B) 25=-87(B) 26=-87(B) 27=-87(B) 28=-87(B) 30=-87(B) 31=-87(B) 32=-87(B) 33=-87(B) 34=-87(B) 35=-87(B) 36=40(B) 37=-40(B) 38=-40(B) 39=-40(B) 40=40(B) 41=-40(B) 42=-40(B) 43=-40(B) 44=-40(B) 45=-40(B) 46=-40(B) 47=-40(B) 48=-40(B) 49=-40(B) 50=-40(B) 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 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 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 ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safelylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21170065 2455455 D9 Half Hip Truss 1 1 �LOT1912WATERSTONE Job Reference o tional t5umers virstsource imant uny, I-L), , riant L ny, rL - 33bb/, o.zµu s mar `.1 ZULU MI I eK mcusines, m0. man Hug a i-14:34:4J LULU rage 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-3ANYocbhtNfKgYU?2iHLhWRN?mMjYs6Q76BV1 Nyilce 1-4-0 6-3-6 9-0-0 17-4-12 25-7-1 i 33-10-12 42-3-8 2-8-10 8-4-12 8.3-0 8-3-0 8-4-12 5x8 = 5x8 = 5x6 = 6.00 12 _ 4 21 22 23 5 6 24 25 Scale = 1:74.8 5x8 = 5x6 = 7 26 8 rh 0 v 15 14 13 12 11 10 9 3x6 — 3x4 = 46 — 3x6 = 5x8 = 3x6 — 5x6 = 3x4 = i 9-0-0 17-4-12 25-7-12 33-10-12 42-3-8 9-0-0 8-4-12 8-3-0 8-3-0 8-4-12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-81,[5:0-4-0,0-3-01,[6:0-3-0,0-3-01,[7:0-4-0,0-3-01 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 1.00 Vert(LL) 0.46 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25, BC 0.97 Vert(CT)-0.6912-13 >738 180 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.15 9 n/a n/a BCDL 10.0 Cade FBC2017frP12014 Matrix-MSH Weight:221 lb FT=20°/ LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5,7-8: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 4-13, 5-12, 7-12, 8-10 WEBS 2x4 SP No.3 *Except* 4-13,5-12,7-12,8-10: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=297(LC 10) Max Uplift 2=-795(LC 10), 9=-720(LC 10) Max Grav 2=1633(LC 1). 9=1558(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2985/1922, 3-4=-2793/1832, 4-5=-3579/2283, 5-6=-3509/2145,6-7=-3509/2145, 7-8=-2363/1425, 8-9=-1483/1000 BOT CHORD 2-15=-1925/2628, 13-15=-1691/2475, 12-13=-2297/3593, 10-12=-1453/2399 WEBS 3-15=-308/347, 4-1 5=-1 63/441, 4-13=-674/1339, 5-13=-478/420, 6-12=-414/396, 7-12=-794/1274, 7-1 0=-1 110/882, 8-1 0=-1 600/2657 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 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 3-4-2, Exterior(2) 3-4-2 to 14-7-14, Interior(1) 14-7-14 to 38-1-12, Exterior(2) 38-1-12 to 42-1-12 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) Bearing at joint(s) 9 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 795 lb uplift at joint 2 and 720 lb uplift at joint 9. August 31,2020 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi 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 ANSI/1rPI1 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 I Job Truss Truss Type Qty Ply LOT 19/2 WATERSTONE T21170066 2455455 D11 Hip Truss 1 1 Job Reference o tional ounuers rustouurce triant u¢y, rL/, riant uny, rL-.530nr, i3.z w s Mar S ZUZU MI I eK moustrleS, Inc. Mon Aug Jl 14:34:Ju Zulu Nage 1 ID:6q D IOH20Vegl Nkl sxoNemzyuULB-?IztfTPHPmmTNFg7g3VgaMJpMjGYXOQCgG2C?lyilct 1-4-0 7-5-9 11-0-0 19-3-4 27-4-12 35-8-0 42-3-8 -4-0 7-5-9 3-6-7 8-3-4 8-1-8 8-3-4 6-7-8 5x8 = 5x8 = 4 21 22 23 5 5x6 = 6 24 25 5x8 = 7 Scale = 1:74.8 15 13 12'' 10 9 3x6 i 3x4 = 3x6 = 3x4 = 5x8 = 3x6 = 2x4 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. . TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) BCDL 10.0 Code FBC2017fTP12014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 4-5,6-7: 2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=195(LC 9) Max Uplift 2=-805(LC 10), 9=-710(LC 10) Max Grav 2=1681(LC 15), 9=1558(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2973/1958, 3-4=-2721/1834, 4-5=-2997/2106, 5-6=-2761/1942, 6-7=-2763/1943, 7-8=-1859/1248, 8-9=-1501/1089 BOT CHORD 2-15=-1745/2729, 13-15=-1445/2455, 12-13=-1860/3045, 10-12=-970/1584 WEBS 3-15=-405/427, 4-15=-199/573, 4-13=-488/907, 5-13=-359/365, 5-12=-390/211, 6-12=-464/458, 7-12=-866/1469, 7-10=-378/411, 8-10=-962/1623 in (loc) I/deft Ud -0.3215-18 >999 240 -0.71 15-18 >709 180 0.12 9 n/a n/a 42-3-8 PLATES GRIP MT20 2441190 Weight: 225 lb FT = 20 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 4-6-0 oc bracing. 1 Row at midpt 5-12, 7-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 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 5-4-2, Exterior(2) 5-4-2 to 16-7-14, Interior(1) 96-7-14 to 30-0-2, Exterior(2) 30-0-2 to 42-1-12 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, with BCDL = 10.Opsf. 6) Bearing at joint(s) 9 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 805 lb uplift at joint 2 and 710 lb uplift at joint 9. ® 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®conneclots. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 August 31,2020 Job Truss Truss Type City Ply LOT 1912 WATERSTONE T21170067 2455455 D13 Hip Truss 1 1 ' Job Reference o lional CUllOefs hlfstJOurce (mant uty, FL), mant crty, rL - 3300/, ?J.L4a s Mar a LULU MI I ex Inausines, Inc. Man Hug o 174:34:3L LVLu rage I I D:6gDIOH2OVeg 1 Nkl sxoNemzyuULB-xg4d39RXxNOBcY_WnUYIfnOCTWyu?wDV8aXJ4dyilcr 1-4-0 _ 7-5-9 11-2-0 13-0-0 20-11-0 28-10-0 33-8-0 38-1-13 42-3-8 -4-0 3-8-7 1-10-0 7-11-0 _ 7-11-0 4-10-0 4-5-13 4-1-11 6.00 12 5x6 = 2x4 11 5 25 2x4 11 6x12 MT20HS = 5x8 = 26 6 27 28 7 8 Scale = 1:77.7 20 19 "" 14 13 12 11 3x6 - 5x6 = 2x4 II 2x4 II 5x8 = 6x8 = 42-3-8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.79 BC 0.89 WB 0.87 Matrix-MSH DEFL. in (loc) I/deft L/d Vert(LL) 0.44 16-17 >999 240 Vert(CT) -0.84 16-17 >603 180 Horz(CT) 0.32 11 n/a n/a PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 255.Ib FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 5-7: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-3-14 oc bracing. Except:, 4-19,7-13: 2x4 SP No.3, 16-17,15-16: 2x4 SP No.1 10-0-0 oc bracing: 17-19, 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 8-15, 9-11 17-20: 2x4 SP No.2, 10-11: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=235(LC 9) Max Uplift 2=-791(LC 10), 11=-697(LC 10) Max Grav 2=1651(LC 1), 11=1576(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3032/1896, 3-4=-4104/2692, 4-5=-4048/2744, 5-6=-3758/2551, 6-7=-3749/2542, 7-8=-3312/2293, 8-9=-1905/1363 BOT CHORD 2-20=-1671/2661, 16-17=-1890/3127, 15-16=-1997/3362, 7-15=-623/502, 11-12=-890/1302 WEBS 3-20=-1345/975, 17-20=-1886/3071, 3-17=-563/1047, 5-17=-749/1324, 5-16=-380/887, 6-16=-468/487, 7-16=-252/528, 12-15=-1010/1780, 8-15=-1385/2294, 8-12=-951/608, 9-12=-95/540, 9-11 =-1 853/1307 NCITES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 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 7-4-2, Exterior(2) 7-4-2 to 18-7-14, Interior(1) 18-7-14 to 28-0-2, Exterior(2) 28-0-2 to 42-0-12 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 791 lb uplift at joint 2 and 697 lb uplift at joint 11. August 31,2020 ® 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 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 �IA� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek' 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 Job Truss Truss Type Qty Ply T21170068 2455455 D15 Hip Truss 1 �LOT19/2WATERSTONE 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant city, FL - 33567, 8.24U S Mar 9 ZUZU MI I ek Industries, Inc. Mon Aug 31 14:34:33 2U2U Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-Pte?HVS9ih81 EiZiLB3XC_xNpwG2kNOfMEHsc4yilcq 1-4-0 7-5-9 11-2-0 15-0.0 23-0-0 26-10-0 31-8-0 36-9-13 42-3-8 -4-0 7-5-9 3-8-7 3-10-0 8-0-0 5-10-0 2-10-0 5-1-13 5-5-11 Scale = 1:77.7 5x6 = 5x6 = 2x4 II 6.00 12 5x8 = 5 27 6 28 29 7 30 8 21 20 3x4 = 14 13 12 11 3x6 = 5x6 = 2x4 II 2x4 II 5x8 = 6x8 = 7-5-9 11-2-0 1 19-7-6 28-10-0 31-8-0 42-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.40 19 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.96 Vert(CT) -0.7315-17 >694 180 BCLL 0.0 Rep Stress Incf YES WB `0.88 Horz(CT) 0.31 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 261 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 5-6: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 4-20,7-13: 2x4 SP No.3, 16-18,11-14: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 18-21: 2x4 SP No.2, 10-11: 2x6 SP No.2 WEBS REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=276(LC 9) Max Uplift 2=-791(LC 10), 11=-697(LC 10) Max Grav 2=1707(LC 15), 11=1599(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3102/1887, 3-4=-4303/2706, 4-5=-4328/2842, 5-6=-3049/2097, 6-7=-2596/1911. 7-8=-2577/1902, 8-9=-1944/1423 BOTCHORD 2-21=-1650/2885, 17-18=-1641/2937, 15-17=-1809/3066, 11-12=-999/1451 WEBS 3-21=-1467/960, 18-21=-1860/3315, 3-18=-610/1116, 5-18=-997/1719, 5-17=-88/501, 6-15=-656/406, 12-15=-1116/2098, 8-15=-1296/2163, 8-12=-1284/789, 9-12=-24/407, -9-11=-1902/1357 Structural wood sheathing directly applied or 2-2-0 cc puriins, except end verticals. Rigid ceiling directly applied or 2-2-0 cc bracing. Except: 6-0-0 cc bracing: 13-15 10-0-0 cc bracing: 18-20 1 Row at midpt 6-15, 8-12, 9-11 NOTES- 14 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 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 9-4-2, Exterior(2) 9-4-2 to 20-7-14, Interior(1) 20-7-14 to 26-0-2, Extedor(2) 26-0-2 to 37-3-14, Interior(1) 37-3-14 to 38-0-12, Exterior(2) 38-0-12 to 42-0-12 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) Bearing atjoint(s) 11 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 791 lb uplift at joint 2 and 697 lb uplift at joint 11. August 31,2020 ®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 MiTeW 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 MoTek� 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 ANS11rP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 19/2 WATERSTONE JLOT T21170069 2455455 D17 Hip Truss 1 1 Job Reference (optional) tiumers rlrstoource tenant lacy, t-L), F1ant uny, t-L - 335ti f, 6.241.) S Mar 9 2UZU MI I ek Inoustrles, Inc. Mon Aug 31 14:34:35 202U Page 1 ID:6gDIOH2OVeg 1 Nkl sxoNemzyuULB-MFmmiBTPEIOITOj4Tc5?HPOgskzUCFGygYmzhyyi Ico 1-4-0 5-3-8 7-7-8 11-2-4 17-0-0 23-4-0 29-8-0 35-6-4 42-3.8 -4-02-4-0 3-6-12 5-9-12 6-4-0 6-4-0 '.1 1-4 6-9-4 Scale = 1:78.0 6.00 12 5x8 = 2x4 II 5x8 = 6 277 28 29 30 8 22 21 "' 14 13 12 11 3x6 — 6x8 = 2x4 II 2x4 II 5x8 = 3x8 = 7-7-8 , 17-0-0 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 FBC20171TP12014 CSI. TC 0.98 BC 0.90 WB 0.98 Matrix-MSH DEFL. in (loc) I/defl Lid Vert(LL) 0.55 20 >920 240 Vert(CT)-0.9318-19 >542 180 Horz(CT) 0.37 11 n/a n/a PLATES GRIP MT20 2441190 Weight: 268 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-6 oc pudins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 4-21,8-13: 2x4 SP No.3, 17-19: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-0-0 oc bracing. Except: WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 19-21, 13-15 10-11: 2x6 SP No.2, 19-22,3-19: 2x4 SP No.2 WEBS 1 Row at midpt 5-18 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=317(LC 9) Max Uplift 2=-787(LC 10). 11=-693(LC 10) Max Gram 2=1712(LC 15). 11=1602(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3213/1903, 3-4=-6438/3758, 4-5=-6495/3793, 5-6=-2925/1973, 6-7=-2579/1946, 7-8=-2579/1946, 8-9=-2486/1773, 9-1 0=-1 874/1281, 10-11=-1537/1108 BOT CHORD 2-22=-1697/3039, 18-19=-2282/3951, 16-18=-1412/2688, 15-16=-122312219, 8-15=-155/547 WEBS 5-19=-1359/2839, 5-18=-1498/1024, 6-18=-428/1018, 6-16=-168/301, 7-16=-387/428, 8-16=-381/666, 9-12=-967/775, 10-12=-1022/1637, 12-15=-1057/1688, 9-15=-227/789, 3-22=-2641/1545, 19-22=-2184/3987, 3-19=-1607/2969 NOTES- 14 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 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 11-1-8, Exterior(2) 11-1-8 to 22-7-14, Interior(1) 22-7-14 to 24-0-2, Exterior(2) 24-0-2 to 35-6-4, Interior(1) 35-6-4 to 38-0-12, Extedor(2) 38-0-12 to 42-0-12 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) Bearing at joint(s) 11 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 787 lb uplift at joint 2 and 693 lb uplift at joint 11. August 31,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MTek@-nneclors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117Pi1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply LOT 19/2 WATERSTONE T21170070 2455455 D19 HipTruss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 14:34:38 2020 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-mgSuKCW IXDm KKTRf8kfiv2eD1 xOYPdkOW W_dlHyilcl 1-4-0 4-0-0 6-8-0 12-3-12 19-0-0 27-8-0 2 -10- 35-5-0 42-3-8 -4-0 4-0-0 2-8-0 5-7-12 6-8-4 8-8-0 -2-0 6-7-0 6-10-8 5x6 = 6.00 12 Scale = 1:78.0 5x6 = 2x4 II 727 8 21 20 " 14 13 12 11 3x6 = 5x8 = 3x4 = 2x4 II 5x8 = 3x8 = 4-0-0 6-8-0 12-3-12 19-0-0 28-10-0 35-5-0 42-3-8 4-0-0 2-8-0 ' 5-7-12 6-8-4 9-10-0 6-7-0 6-10-8 Plate Offsets (X,Y)-- [3:0-5-4,0-2-4], [4:0-5-0,0-1-8], [5:0-4-0,0-3-0], [6:0-3-8,0-2-4], [7:0-3-8,0-2-4], [9:0-3-0,0-3-4], [15:0-4-12,0-2-8], [16:0-4-12,0-3-4], [17:0-5-8,0-3-0], LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 TCDL 7.0 Lumber DOL 1.25 BC 0.81 BCLL 0.0 Rep Stress Incr YES WB 0.94 BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 *Except* 6-7,1-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 4-20: 2x4 SP M 31, 16-18: 2x6 SP M 26, 8-13: 2x4 SP No.3 15-16: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-21,10-11: 2x6 SP No.2, 18-21,4-17,7-16: 2x4 SP No.2 3-18: 2x4 SP No.1 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Harz 2=358(LC 9) Max Uplift 2=-788(LC 10), 11=-697(LC 10) Max Grav 2=1680(LC 15), 11=1575(LC 1) DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) 0.85 19 >597 240 MT20 244/190 Vert(CT) -1.17 19 >432 180 MT20HS 187/143 Horz(CT) 0.55 11 n/a n/a Weight: 284 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-7 oc bracing. Except: 10-0=O oc bracing: 18-20, 13-15 WEBS 1 Row at midpt 4-17, 5-16 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3190/1858, 3-4=-9863/5557, 4-5=-3953/2484, 5-6=-2581/1792, 6-7=-2266/1713, 7-8=-2327/1827, 8-9=-2426/1713, 9-1 0=-1 872/1245, 10-11=-1511/1078 BOT CHORD , 2-21 =-1 681/3069, 20-21=-204/356, 4-18=-1892/3691, 17-18=-4940/9094, 16-17=-2051/3690, 15-16=-1102/2023, 8-15=-199/263 WEBS 3-21=-2483/1428, 18-21=-1939/3570, 3-18=-3280/6047, 4-17=-5497/2941, 5-17=-433/1002, 5-16=-1569/1007, 6-16=-304/753, 7-16=-136/458, 7-15=-374/748, 12-15=-1022/1688, 9-15=-207/686, 9-12=-907/721, 10-12=-977/1632 NOTES- ,1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 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 13-4-2, Exterior(2) 13-4-2 to 33-3-14, Interior(1) 33-3-14 to 38-0-12, Exterior(2) 38-0-12 to 42-0-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 788 lb uplift at joint 2 and:697 lb uplift at joint 11. August 31,2020 ® 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 MOTek* 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 ANSI1rP11 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 1912 WATERSTONE T21170071 2455455 D21 HIP TRUSS 1 1 Job Reference (optional) Builders RrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 14:34:40 2020 Page 1 ID:6gDIOH2OVeg 1 Nkl sxoNemzyuU LB-iDZfluXY2rO2anb2F9hA_TjYnlidtWQhzgTkMAyilcj 1-4-0 6-3-0 13-7-8 21-0-0 25-8-0 28-10-0 35-5-0 42-3-8 -4-0 6-3-0 7-4-8 7-4-8 4-8-0 3-2-0 6-7-0 6-10-8 Scale = 1:79.8 5x6 = 6.00 12 5x6 = 19 13 12 11 10 3x6 3x6 II 2x4 II 5x8 = 3x8 = 6-0-0 6- 0 13-7-8 21-0-0 28-10-0 35-5-0 42-3.8 6-0-0 0- -0 7-0-8 7-4-8 7-10-0 6-7-0 6-10-8 Plate Offsets (X,Y)-- [3:0-3-010-3-01,[4:0-4-0,0-3-0),[5:0-3-0,0-2-01,[6:0-3-0,0-2-0),[8:0-3-0,0-3-0),[14:0-2-4,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL' 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.22 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.39 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 266 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 3-19,7-12: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-4-0 oc bracing. Except: WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 12-14 9-10: 2x6 SP No.2 WEBS 1 Row at midpt 4-15, 6-15 REACTIONS. (size) 2=0-8-0, 19=0-3-0, 10=0-3-8 Max Horz 2=399(LC 9) Max Uplift 2=-281(LC 10), 19=-861(LC 10), 10=-592(LC 10) Max Grav 2=272(LC 19), 19=1669(LC 15), 10=1372(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-360/422, 3-4=-1967/1271, 4-5=-1641/1224, 5-6=-1386/1214, 6-7=-1957/1546, 7-8=-1934/1358, 8-9=-1582/1014, 9-1 0=-1 309/904 BOT CHORD 18-19=-1673/982, 3-18=-1608/1019, 15-17=-941/1807, 14-15=-665/1392, 7-14=-326/406 WEBS 3-17=-842/1593, 4-15=-422/354, 5-15=-139/465, 6-14=-547/883, 11-14=-807/1419, 8-14=-98/461, 8-11=-727/582, 9-11=-754/1340 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. • II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extefior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-4-2, Exterior(2) 15-4-2 to 31-3-14, Interior(1) 31-3-14 to 38-0-12, Exterior(2) 38-0-12 to 42-0-12 zone; porch left 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, with BCDL = 10.Opsf. 6) Bearing atjoint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical. connection (by others) of truss to bearing plate capable of withstanding 281 lb uplift at joint 2,'861 lb uplift at joint 19 and 592 lb uplift at joint 10. August 31,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 ev.5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. 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 19/2 WATERSTONE T21170072 2455455 E7 Jack -Open Truss 34 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 14:34:45 2020 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-3ANYocbhtNfKgYU?2iHLhWRQDmQbY?4Q76BV1 Nyilce i -1-4-0 7-0-0 1-4-0 7-0-0 7-0-0 7-0-0 m 0 A Scale = 1:23.0 Plate Offsets (X Y)-- [2:0-2-10 0-1-8j 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) 0.19 4-7 >436 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.21 4-7 >400 180 BCLL 0.0 Rep Stress Incr YES WB '0.00 Horz(CT) -0.01 3 n/a rile BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 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=241(LC 10) Max Uplift 3=-161(LC 10), 2=-179(LC 10) Max Grav 3=199(LC 15), 2=343(LC 15), 4=124(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=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 lb uplift at joint 3 and 179 lb uplift at joint 2. August 31,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 mv. 5/1912020 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 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 ANS117FI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty P 19/2 WATERSTONE T21170073 2455455 E7V Jack -Open Truss 3 Reference ob (optional) v ,a„, .nry, '-h ruin ­y' o.[9u s mar y ZUZU MI I eK maus[nes, inc. Mon Aug 31 14:34:46 ZUZU rage 'I ID:6gDIOH2OVeglNklsxoNemzyuULB-XNxw?xcJehnBli2CcQoaEkzbcAkSHSKZMmw2agyilcd -1-4-0 3-8-4 7-0-0 3-8-4 3-3-12 Scale = 1:22.6 3x6 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 0.81 Vert(LL) 0.27 4-7 >312 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.23 4-7 >364 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 27 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 10) Max Uplift 3=-146(LC 10), 2=-172(LC 10), 4=-13(LC 10) Max Grav 3=186(LC 15), 2=341(LC 15), 4=119(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 3-2-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 146 lb uplift at joint 3, 172 lb uplift at joint 2 and 13 lb uplift at joint 4. August 31,2020 ® 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 p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVYiTek• 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. Safefylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply LOT 19/2 WATERSTONE T21170074 2455455 E7VA Jack -Open Truss 1 1 Job Reference (optional) Irsvicurce (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 14:34:48 2020 Page 1 I D:6q D IOH2OVeg 1 Nkl sxoNemzyuULB-TI2gQddZAl1 vXOCajrg2J932_zYPlJnsp4P9eiyi Icb -1-4-0 5-1-8 7-0-0 5-1-8 1-10-8 2 3x4 Scale = 1:22.9 1 5-1-8 5-1-8 1-10-8 Plate Offsets (X,Y)— [2:0-1-13,0-0-81 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 0.37 Vert(LL) 0.03 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.05 7-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 29 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 7-9-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=241(LC 10) Max Uplift 4=-20(LC 15), 2=-172(LC 10), 5=-168(LC 10) Max Grav 4=9(LC 10), 2=341(LC 15), 5=310(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-420/329 BOT CHORD 2-7=-531/401, 6-7=-476/349 WEBS 3-6=-483/658 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second. gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf, h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) *This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Q 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 20 lb uplift at joint 4, 172 lb uplift at joint 2 and 168 lb uplift at joint 5. August 31,2020 � ®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 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 MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job uss Type Qty Ply LOT 19/2 WATERSTONE TE1uV FJ, T21170075 2455455 ck-Open Truss 1 1 Job Reference (optional) owluers ruby w lridm ­Ly, Warn �ny, rL - 0000r, '"'+u 5 Mar V ZULU MI I eK Inaustrles, Inc. NIUn Aug 3'I 14:34:4`J zuzu rage l ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-xyc2ezeBxc9m9AnnHYLHrMbEGNukUm R?2k9iA8yilca 7-0-0 1 4-0 3-1-8 3-10-8 2 3x4 3-1-8 7-0-0 3-1-8 3-10-8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.03 7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.04 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=241(LC 10) Max Uplift 4=-93(LC 10), 2=-172(LC 10), 5=-66(LC 10) Max Grav 4=106(LC 15), 2=341(LC 15), 5=183(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-642/594 BOT CHORD 2-7=-816/630, 6-7=-755/564 WEBS 3-6=-586/784 Scale = 1:22.9 Ic6 PLATES GRIP MT20 244/190 Weight: 31 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-5-14 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 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 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 93 lb uplift at joint 4, 172 lb uplift at joint 2 and 66 lb uplift at joint 5. August 31,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1011-7473 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 chordmembers only. Additional temporary and permanent bracing MiTeka 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 ANSIITP/f Quality Criteria, 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 36610 Job Truss Truss Type Qty Ply LOT 1912 WATERSTONE T21170076 2455455 E7VC JACK -OPEN TRUSS 1 1 Job Reference o tional tsuucers Flrstbource tviant city, I-L), t'lant city, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 14:34:49 2020 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-xyc2ezeBxc9m9AnnHYLHrMbB6Nt_UIZ?2k9iA8yilca 1 4-0 2-1-8 7-0-0 1-4-0 2. .1 4-10-8 2 3x4 � . 3.50 12 Scale = 1:22.9 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 0.48 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.08 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB '0.29 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 32 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 5-7-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=241(LC 10) Max Uplift 4=-118(LC 10), 2=-172(LC 10), 5=-41(LC 10) Max Grav 4=134(LC 15), 2=341(LC 15), 5=155(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-752/766 BOT CHORD 2-7=-1007/759, 6-7=-951/687 WEBS 3-7=-181/252, 3-6=-696/964 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 ANSIffPI 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 118 lb uplift at joint 4, 172 lb uplift at joint 2 and 41 lb uplift at joint 5. August 31,2020 ® 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 MiTell• 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 ANSI71"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 Job Truss Truss Type Qty Ply LOT 19/2 WATERSTONE T21170077 2455455 FGC Flat Truss 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 14:34:50 2020 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-Q8ARrJfgivHdmJMzrGsWOa8Pln8KD969GOuGjbyilcZ 3-8-8 i7-4-0 3-8-8 311 2x4 II 46 = Scale = 1:35.2 3-8-8 7-4-0 3-8-8 Plate Offsets (X,Y)-- 14:0-4-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.04 4-5 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.46 Horz(CT) -0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 91 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 1-6: 2x4 SP No.1 REACTIONS. (size) 3=0-8-0, 6=0-3-8 Max Horz 3=-193(LC 8) Max Uplift 3=-470(LC 8), 6=-658(LC 8) Max Grav 3=1853(LC 1), 6=2192(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-2192/658, 2-3=-2849/694 BOT CHORD 4-5=-761/2532, 3-4=-761/2532 WEBS 2-5=-2882/866, 2-4=-558/2421 Structural wood sheathing directly applied or 6-0-0 be purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 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 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) Bearing at joint(s) 6 considers parallel to grain value using ANSVTPI 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 470 lb uplift at joint 3 and 658 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1175 lb down and 307 lb up at 1-4-12, and 1170 lb down and 305 Ito up at 3-4-12, and 1169 lb down and 305 lb up at 5-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 5-7=-20 August 31,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek* is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Sately/nrormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/2 WATERSTONE T21170077 2455455 FGC Flat Truss 1 Job Reference (optional) Builders FirstSouroe (Plant City, FL), Plant City, FL - 33567. 8.24U s Mar 9 ZUZU MI I eK Industries, Inc. Mon Aug 31 14:34:bU ZULU Page 2 ID:6gD IOH2OVeg 1 Nk1 sxoNemzyuULB-Q8ARrJfgivHdmJMzrGs WOa8Pln8KD969GOuGjbyi IcZ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-1175(B) 11=-1170(B) 12=-1169(B) ® 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 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 ANSI7TPIf 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 T21170078 2455455 G Common Truss 8 1 �LOT.19/2WATERSTONE Job Reference o tional ouuaers rusiScurce (Plant city, FL), Plant City, FL - 33b67, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 14:34:51 2020 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuULB-uKkp3fgSTDPUOTx9PzNlxnhX3BWZygflV2epF1 yiICY -1-4-0 5-9-4 11-0-0 16-2-12 22-0-0 23-4-0 1-4-0 5-9.4 5-2-12 5-2-12 5-9-4 1-4-0 Scale = 1:39.5 4x6 = Iv 0 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 7-2-12 7-6-9 7-2-12 Plate Offsets (X,Y)-- [2:0-1-40-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.10 8-10 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.56 Vert(CT) -0.19 8-10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.25 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 102 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 BOT CHORD Rigid ceiling directly applied or 7-5-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-253(LC 8) Max Uplift 2=-468(LC 10), 6=-468(LC 10) Max Grav 2=886(LC 1), 6=886(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1405/910, 3-4=-1287/922, 4-5=-1287/922, 5-6=-1405/910 BOT CHORD 2-10=-616/1368, 8-10=-285/852, 6-8=-616/1223 WEBS 4-8=-288/622, 5-8=-354/362, 4-10=-288/622, 3-10=-354/362 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; 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 7-0-0, Exterior(2) 7-0-0 to 15-0-0, Interior(1) 15-0-0 to 19-4-0, Exterior(2) 19-4-0 to 23-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4.) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 468 lb uplift at joint 2 and 468 lb uplift at joint 6. August 31,2020 ®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 PekaO 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 A' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MlTell• 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 SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 19/2 WATERSTONE T21170079 2455455 G1 Common Truss 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 14:34:52 2020 Page 1 ID:6gDIOH2OVeg 1 Nkl sxbNemzyuU LB-MXIBG?g4EXXLOd W Mygv_T?Dhdasfh6cSkiNMnTyi IcX -1-4-0 5-9-4 11-0-0 16-2-12 21-8-0 1-4-0 5-9-4 5-2-12 5-2-12 5-5-4 I Scale = 1:38.1 46 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 21-8-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.46 BC 0.57 WB '0.27 Matrix-MSH DEFL. in Vert(LL) -0.12 Vert(CT) -0.21 Horz(CT) -0.03 (loc) I/defl lid 7-9 >999 240 7-9 >999 180 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 99 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-4-0, 2=0-8-0 Max Horz 6=241(LC 9) Max Uplift 6=-361(LC 10), 2=-466(LC 10) Max Grav 6=802(LC 16), 2=881(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1386/921, 3-4=-1275/932, 4-5=-1229/946, 5-6=-1355/935 BOT CHORD 2-9=-626/1205, 7-9=-294/839, 6-7=-647/1310 WEBS 4-7=-309/569, 5-7=-324/383, 4-9=-289/636, 3-9=-352/362 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=5.8psf; h=15ft; 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, 1nterior(1) 2-8-0 to 7-0-0, Extedor(2) 7-0-0 to 15-0-0, Interior(1) 15-0-0 to 17-8-0, Exterior(2) 17-8-0 to 21-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any,other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 361 lb uplift at joint 6 and 466 lb uplift at joint 2. August 31,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon 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 q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iviiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117Pl1 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 t Job Truss Truss Type Qty Ply LOT 19/2 WATERSTONE T21170080 2455455 GX Common Truss 1 1 Job Reference o lional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 14:34:53 2020 Page 1 ID:6gD IOH2OVegl Nkl sxoNemzyuU LB-gisZTLhi_gfCdn5YWOQDOCmw4_KsQcfbzL7wKwyilcW -1-4-0 11-0-0 22-0-0 23-4-0. 1-4-0 11-0-0 11-0-0 1-4-0 I 23 22 21 20 Scale = 1:40.2 46 = 19 18 17 16 15 14 sxv — 3x4 = ' Io 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 0.22 Vert(LL). -0.00 13 n/r 180 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 13 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.01 12 n/a n/a BCDL 10.0 Cade FBC2017/TP12014 Matrix-SH Weight: 115 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 22-0-0. (lb) - Max Horz 2=253(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 23, 17, 16, 15, 14 except 2=-152(LC 10), 12=-152(LC 10) Max Grav All reactions 250 Ib or less atjoint(s) 2, 19, 20, 21, 22, 23, 17, 16, 15, 14, 12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-100/283, 6-7=-105/424, 7-8=-105/424, 8-9=-74/283 WEBS 6-20=-139/299, 3-23=-173/293, 8-17=-137/299, 11-14=-172/293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Extedor(2) 2-8-0 to 7-0-0, Comer(3) 7-0-0 to 15-0-0, Extedor(2) 15-0-0 to 19-4-0, Comer(3) 19-4-0 to 23-4-0 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 requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 Co. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 22, 23, 17, 16, 15, 14 except-(jt=lb) 2=152, 12=152. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joints) 2. August 31,2020 ® WARNING - Ve ify 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 ANSI77Pi1 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 i , 1 Job Truss Truss Type Qty Ply LOT 19/2 WATERSTONE T21170081 2455455 H 1 E GABLE 1 1 Job Reference (optional) Isullaers Firsmicurce (rlant L;ity, I-L), rlant Uity, I-L - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 14:34:55 2020 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-m5zKuOjyWSvwt5EwepSi5drCLotxuPluQfcl OoyilcU -1-0-0 6-7-4 12-8-0 1 3- 17-0-4 21-4-0 22-6-0 1-4-0 6-7-4 6-0-12 -7-0 3-9-4 4-3-12 1-4-0 I 3x4 = 5x8 = 3x4 = 13-7-8 6.7-4 12-8-0 13-3-0 21-4-0 6-7-4 6-0-12 -7-0 7-8-8 0-4-8 Scale = 1:42.8 IT 0 9 4 N 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 0.49 Vert(LL) 0.19 8-29 >498 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.56 Vert(CT) 0.15 8-29 >616 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 128 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.2 OTHERS 2x4 SP No.2 REACTIONS. (size) 2=0-3-8, 6=0-3-8, 8=0-3-8 Max Horz 2=-250(LQ 8) Max Uplift 2=-363(LC 10), 6=-448(LC 10), 8=-398(LC 10) Max Grav 2=538(LC 19), 6=332(LC 20), 8=899(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-643/517, 3-4=-167/321, 4-5=-59/383, 5-6=-253/630 BOT CHORD 2-12=-364/605, 11-12=-364/605, 6-8=-430/214 WEBS 3-12=0/299, 9-11 =-1 75/388, 4-9=0/414, 4-8=-812/0, 3-11=-691/438, 5-8=-312/477 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. 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=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWF.RS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 8-8-0, Exterior(2) 8-8-0 to 16-8-0, Interior(1) 16-8-0 to 18-8-0, Exterior(2) 18-8-0 to 22-8-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3.) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face); see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIrl-PI 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=363, 6=448, 8=398. August 31,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �'• a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSI7TP/f 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 0 , 4 Job s Truss Type Qty Ply LOT 19/2 WATERSTONE EH2 �SPECIALTRUSS T21170082 2455455 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 14:34:58 2020 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyu U LB-BgfSX2lrpNlUkYzVJxOPjGTjc?vE5khK6dgh?7yilcR -1A-0 6-7-4 12-8-0 1 3 17-0-4 21-4-0 22-8-0 1-4-0 6-7-4 - 6-0-12 -7-0 3-g-0 4-3.12 1-4-0 6.00 12 I 5x8 = Scale = 1:42.8 I? 0 3x4 = 2x4 II 3x4 = 13-7-8 6-7-4 12-M 13-3-0 21-4-0 6-7-4 6-0-12 -7-0 7-8-8 Plate Offsets (X Y)— [3:0-3-0,0-3-01[6:0-6-0 0-0-61 0-4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.19 8-18 >498 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) 0.15 8-18 >615 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 108 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-3-8, 6=0-3-8, 8=0-3-8 Max Horz 2=-250(LC 8) Max Uplift 2=-364(LC 10), 6=-449(LC 10), 8=-396(LC 10) Max Grav 2=539(LC 19), 6=333(LC 20), 8=898(LC 1) FORCES. (lb),- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-641/515, 3-4=-167/324, 4-5=-60/386, 5-6=-254/633 BOT CHORD 2-12=-361/600, 11-12=-362/596, 6-8=-433/214 WEBS 3-12=0/299, 9-11 =-1 78/391, 4-9=0/416, 4-8=-808/0, 3-11=-685/437, 5-8=-312/478 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 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 8-8-0, Extedor(2) 8-8-0 to 16-8-0, Interior(1) 16-8-0 to 18-8-0, Eztedor(2) 18-8-0 to 22-8-0zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=364,6=449,8=396. August 31,2020 ® 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 Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117PN 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 1912 WATERSTONE T21170083 2455455 H3 MONOPITCH TRUSS 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 14:35:00 2020 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-73nDxkn5L_YCzs7uQM2tohYOipXgZl_daxJn30yilcP -1-4-0 4-11-11 7-3-8 1-4-0 4-11-11 2-3-13 i LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 TCDL 7.0 Lumber DOL 1.25 BC 0.80 BCLL 0.0 Rep Stress Incr YES WB 0.18 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-3-8, 5=0-3-8 Max Horz 2=246(LC 10) Max Uplift 2=-319(LC 10), 5=-296(LC 10) Max Grav 2=343(LC 1), 5=258(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 2-5=-389/168 WEBS 3-5=-262/605 2x4 11 5x6 = 7-3-8 7-3-8 DEFL. in (loc) I/deft Lid PLATES GRIP Vert(LL) 0.33 5-8 >262 240 MT20 244/190 Vert(CT) 0.27 5-8 >314 180 Horz(CT) -0.00 2 n/a n/a Scale = 1:24.7 Weight: 35 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-0-1 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 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 3-1-12, Exterior(2) 3-1-12 to 7-1-12 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. C) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=319,5=296. August 31,2020 ®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 M ITek` is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI17P/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety /nformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 1 1 7 A. Job Truss Truss Type Qty Ply T21170084 2455455 H4E SPECIAL TRUSS 1 1 �LOT`19/2WATERSTONE Job Reference o tional ••�•���• �• •� •• �••��n �..q, - ��� o.cvu s rvial a 4V4u rvu ten muusines, Inc. Mon Hug Jl 14:JD:U1 ZUZu rage i ID:6gDIOH2OVegl Nkl sxoNemzyuULB-bFLb94nj6lg3bOi4_3Z6Ku5FW D_ZID_mob3LcSyilcO -1-4-0 4-0-0 8-0-0 9.4-0 1-4-0 4-0-0 4-0-0 1-4-0 4x6 = 3x4 = Scale = 1:19.7 cr 0 4-0-0 4-0-0 8-0-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. 1n (loc)I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.03 6-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.03 6-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 33 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 7-9-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-3-8, 4=0-3-8 Max Horz 2=109(LC 9) Max Uplift 2=-387(LC 10), 4=-387(LC 10) Max Grav 2=368(LC 1), 4=368(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown'. TOP CHORD 2-3=-373/804, 3-4=-373/804 BOT CHORD 2-6=-515/292, 4-6=-515/292 WEBS 3-6=-430/181 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=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 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. ,6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=387, 4=387. August 31,2020 ® 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 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 {�iTek` 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 iVi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7rPN 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 19/2 WATERSTONE T21170085 2455455 PB Piggyback Truss 5 1 Job Reference o tional ounuars nrmouurce tndnl �ny, rr:/, rldnl Uly, r4 - oouo r, 3 2x4 = 8,L4u s Mar a LULU,IVII I eK Inaustrles, inc. man i"ug 31 14:3J:u3 LULU rage 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-XeSLalpzevwngJsT6UbaQJAhBOjkm8X3GvYSgKyilcM 4-8-0 2-4-0 3x4 = Scale = 1:9.0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Inca YES WS 0.00 Horz(CT) 0.00 - 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. All bearings 4-8-0. (lb) - Max Harz 1=-41(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 4 Max Grav All reactions 250 lb or less at joints) 1, 5, 2, 4 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 2441190 Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for,Connection to base truss as applicable, or consult qualified building designer. August 31,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall WOW ek" 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 iw iT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSfITFl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safetyinformalion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601 Tampa, FL 36610 d 1 ( 1 0 Job Truss Truss Type Qty Ply T21170086 2455455 PB1 Piggyback Truss 2 1 �LOT19/2WATERSTONE Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 31 14:35:04 2020 Page 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-?gOjn5gcPD2eSTRffC6pyXjsvQ3zVbnDUZH?CnyilcL 2-0-0 2-8-0 4-8-0 2-0-0 ' 0-8-0 2-0-0 4x6 II 2x4 = 2x4 = Scale = 1:9.1 4-8-0 480 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IGc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 11 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 cc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. All bearings 4-8-0. (lb) - Max Horz 1=-37(LC 8) Max Uplift All uplift 100 lb or less atjoint(s) 1, 2, 4 Max Grav All reactions 250 lb or less atjoint(s) 1, 5, 2, 4 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. August 31,2020 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 MTek0 connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse 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/i Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safetylnformatfon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 f r P • Job Truss Truss Type Qty Ply 1912 WATERSTONET21170087 [LOT 2455455 R7 JACK -OPEN TRUSS 2 1 Reference (optional) ouuaers rustaource Irlant 'lily, rLl, riam irlry, rL - oo00r, I 0-10 3-0-0 d.z4U s mar a zuzu mi I eK alausines, Inc. coon Aug 31 14:=Ub ZUZU rage 1 ID:6gDIOH2OVeg 1 Nkl sxoNemzyuU LB-yD8UCnrsxq IMhna2nd9H1 yozBEegzJYWytm6Hfyi IcJ 9-10-1 6-10-1 4x0 — NAILED NAILED NAILED - Scale = 1:22.8 Plate Offsets (X,Y)— [2:0-1-4,Edge1 [5:0-0-2,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.26 5-8 >448 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.55 Vert(CT) -0.51 5-8 >231 180 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 43 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=240(LC 8) Max Uplift 4=-195(LC 8), 2=-210(LC 8), 5=-17(LC 5) Max Grav 4=195(LC 1), 2=443(LC 1), 5=304(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-866/391 BOT CHORD 2-5=-472/859 WEBS 3-5=-871/479 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; 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 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=195,2=210. 6) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NOS 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 (pif) Vert: 1-4=-54, 5-6=-20 Concentrated Loads (lb) Vert: 9=49(F=25, B=25) 10=32(F=16, B=16) 11 =-1 03(F=-51, B=-51) 12=23(F=12. B=12) 13=-1O(F=-5, B=-5) 14=-50(F=-25, B=-25) August 31,2020 ® 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 M ITeI(• 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 ANSIyrpN Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3/; Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-�.I r For 4 x 2 orientation, locate plates 0- 'r+e' 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 Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) F, BOTTOM CHORDS 8 7 3 6 5 0 of O 2 U a O I — 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 4.0 MiTek® MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies -of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 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.