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Home My WebLink AboutTruss DetailsLumber design values are in accordance with ANSI/TPI 1 section' 6.3 These truss designs rely on lumber values established by others. RE: 2631850 - LOT 17/06/3 BAYSHORE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. We FL 3 610-4115 Customer Info: Adams Homes Port St Lucie Project Name: 2631850 Model: 1755 �'(i 20 LANAI Lot/Block: 17/06/3 Subdivision: BAYSHORE Address: 761 ALTURA ST, . City: Port Saint Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual.Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 32 individual, Truss Design Drawings and 0 Additional Drawings. - With my seal affixed to this -sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G1 5-31.003,' section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1_,,., T22718764 A01 2/4/21 2 T22718765 A02 2/4/21 3 ; ' T22718766 A03 2/4/21 4 ' T22718767 A04 2/4/21 5 T22718768 A05 214/21 6 T22718769 A06 2/4/21 7 T22718770 A07 2/4/21 8 T22718771 A08 2/4/21 9 T22718772 A09 2/4/21 10 T22718773 A10 2/4/21 11 T22718774 All 2/4/21 12 T22718775 Al2 2/4/21 13 T22718776 A13 2/4/21 14 T22718777 A14 2/4/21 15 T22718778 A15 2/4/21 16 T22718779 B01 2/4/21 17 T22718780 B02 2/4/21 18 T22718781 B03 2/4/21 19 T22718782 Cl 2/4/21 20 T22718783 C1 P 2/4/21 21 T22718784 C3 2/4/21 22 T22718785 C3P 2/4/21 No. Seal# Truss Name Date 23 T22718786 C5 2/4/21 24 T22718787 C5P 2/4/21 25 T22718788 D01 2/4/21 26 T22718789 D02 2/4/21 27 T22718790 E7 214/21 28 T22718791 UP 2/4/21 29 T22718792 H7 2/4/21 30 T22718793 H7P 2/4/21 31 T22718794 L03 2/4/21 32 T22718795 L04 2/4/21 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: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. 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 or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter2. February 4,2021 Velez, Joaquin 1 of 1 Job ) Truss Truss Type Qty Ply LOT 17/06/3 BAYSHORE 2631850 A01 Roof Special 3 1 T22718764 Job Reference o tional 6.43u Is Nov 3u 2U2U MITek Industries, Inc. Wed Feb 3 15.03.35 2021 Page 1 ID:UFLsKgci2lTgRmwAjjSQPzBAGN-4BkulKn?SnPvKSfA31DaSev52DYwv4jcm RJDUjzopNM -1-4-0 5-1-7 10-5-14 16.8-0. 22-115 28-0.0 33-4-0 346-0 1-4-0 11: 11 5-4-7 6-2-2 6-3-5 5.0-11 54-0 5x6 6.00 12 Scale=1:61.5 Iy 0 -- 11 I.uuIIZ 2x4 II 14-8-12 ,v 4 — 5x6 ft6— 2x4 11 3x8 I I 6-10-2 14-4-0 75-14 19-7-4 - 23-2-12 225-2 2 11 28-0-0 .` 5-3-4 2-9-14 - 6 . 49-4 Plate Offsets (X,Y)-- [2:0-4-6 Edge] [2:0-2-3 Edge] [4`0-4-0 0-3-01 OJ-7 [5.0-3-8 0-2-81 [6.0-3-0 0-3-41 [8:0-0-4 Ed e] [8:0 0 4 Edgel 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 0.95 Vert(LL) 0.51 12-13 >784 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) , -0.69 12-13 >577 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.37 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 186 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 4-7-0 oc bracing: 10-11 WEBS 1 Row at midpt 6-12 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-276(LC 15) Max Uplift 2=-785(LC 10), 8=-785(LC 11) Max Grav 2=1305(LC 1), 8=1305(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4022/3317, 3-4=-3843/3086, 4-5=-3030/2276, 5-6=-2036/1582, 6-7=-2601/2120, 7-8=-2342/2035 BOT CHORD 2-13=-2767/3649, 12-13=-2134/3269, 11-12=-1486/2363, 10-11=-1592/2126, 8-10=-1564/2070 WEBS 3-13=-169/422, 4-13=-356/468, 4-12=-598/811, 5-12=-1453/2082, 6-12=-629/738, 7-11=-68/269, 7-10=-428/385 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3E) -1-4-0 to 4-1-10, Extedor(2N) 4-1-10 to 11-2-6, Corner(3R) 11-2-6 to 22-1-10, Extedor(2N) 22-1-10 to 29-2-6, Comer(3E) 29-2-6 to 34-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nohconcurrent 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. -�{) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 785 lb uplift at joint 2 and 785 lb uplift at joint 8. February 4,2021 ® 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 Mi-rek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 s MiTek" ialways 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 ANSYTPH 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 1710613 BAYSHORE T22718765 2631850 A02 Roof Special 1 1 Job Reference (optional) nuu0ers rirswuurce triant City, FL), viant cny, rL -.1306f, 5,430 s Nov 30 202U MiTek Industries, Inc. Wed Feb 3 15:03:36 2021 Page 1 ID:U FLs Kgoi2lTgRmwABSQPzBAGN-YOHGzgodD4YmxcENdSkp?sSGodugeXyl?53mO9zopNL -14-0 5-1-7 10-5.14 16.8-0 22-11-5 28-0-0 33-4-0 34-8-0 1-0-0 6-2-2 6-3.5 5-0-11 5 o 1-4-0 5x6 6.00 12 Scale=1:61.5 5x8 \1 3.00112 `"`v 11 2x4 11 i u _ 13-10-14 �4 = 5x6 � � �_ 2x4 11 3x8 11 23-2-12 6-10-2 144-0 "20-5-2 22-5-2 2 11 28-0-0 33-0-0 6-10-2 7.5-14 6-1-2 . 2.0-0 49-4- 03-7 Plate Offsets (X,Y)— [2:0-4-6,Edge] [2:0-2-3 Edge] [4:0-4-0 0-3-0I [5:0-3-8 0-2-81 [6"0-3-0 0-3-4] [8"0-0-4 Edge] [8"0-0-4 Edge] LOADING_(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.51 12-13 >784 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.69 12-13 >577 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.37 8 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-MSH Weight: 184 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or-2-2-0 oc bracing. Except: WEBS 2x4 SP No.3 4-7-0 oc bracing: 10-11 WEDGE WEBS 1 Row at midpt 6-12 Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-276(LC 15) Max Uplift 2=-785(LC 10), 8=-785(LC 11) Max Grav 2=1305(LC 1), 8=1305(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4022/3317, 3-4=-3843/3086, 4-5=-3030/2276, 5-6=-2036/1582, 6-7=-2601/2120, 7-8=-2342/2035 BOT CHORD 2-13=-2767/3649, 12-13=-2134/3269, 11-12=-1486/2363, 10-11 =-I 59212126, 8-1 0=1 564/2070 WEBS 3-13=-169/422, 4-13=-356/468, 4-12=-598/811, 5-12=-1453/2082, 6-12=-629/738, 7-11=-68/269, 7-10=-428/385 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3E) -1-4-0 to 4-1-10, Exterior(2N) 4-1-10 to 11-2-6, Comer(3R) 11-2-6 to 22-1-10, Exterior(2N) 22-1-10 to 29-2-6, Comer(3E) 29-2-6 to 34-8-0 zone;C-C for members and forces 8. MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. C; Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 785 lb uplift at joint 2 and 785 lb uplift at joint 8. February 4,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK 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 verity 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 pemanentbracing 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 ANS1/TP/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, R. 36610 Job 1 Truss City Ply LOT 17/O6/3 BAYSHORET22718766 2631850 ]TrU0SfsTYPe A03 RoSpecial 1 1 Job Reference o tional ,-I --- - - ---- iuusuies, urc. vvea reo 3 Iq:U3:3t5 ZUZI Page 1 ID:U FLs Kgoi2lTgRmwAjjSOPzBAGN-UmP0O MgtlioUBwOlktnH4HXcIRad6RS2SPYt52zopNJ 1-4-0 5-1-7 10-5-14 16-8-0 22-11-5 28-0-0 33-4-0 34-8-0 1-4-0 6-2-2 6-3-5 5-0-11 5-4-0 1-4-0 6.00 12 5x6 5 ^� :s.uu 112 11-10-14 5x6 x — 4 = 2x4 11 3x8 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber-DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-276(LC 15) Max Uplift 2=-785(LC 10), 8=-785(LC 11) Max Grav 2=1305(LC 1), 8=1305(LC 1) Scale=1:61.5 Iq 0 Z21 -5 28-0-0 33-4-0 - 8-1-2 0-6- 5-0-11 5-4-0 [5:0-3-8 0-2-8]'[6:0-3-0 0-3-4] [8'0-0-4 Edqe] [8'0-0-4 Edge] CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.95 Vert(LL) 0.51 12-13 >784 240 MT20 244/190 BC 0.96 Vert(CT) -0.69 12-13 >577 180 WB 0.84 Horz(CT) 0.37 8 n/a n/a Matrix-MSH Weight: 179 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 4-7-0 oc bracing: 10-11 WEBS 1 Row at midpt 6-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4022/3317, 3-4=-3843/3086, 4-5=-3030/2276, 5-6=-2036/1582, 6-7=-2601/2120, 7-8=-2342/2035 BOT CHORD 2-13=-2767/3649, 12-13=-2134/3269, 11-12=-1486/2363, 10-11=-1592/2126, 8-10=-1564/2070 WEBS 3-1 3=-1 69/422, 4-13=-356/468, 4-12=-598/811, 5-12=-1453/2082, 6-12=-629/738, 7-11=-68/269, 7-10=-428/385 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3E) -1-4-0 to 4-1-10, Exterior(2N) 4-1-10 to 11-2-6, Comer(3R) 11-2-6 to 22-1-10, Exterior(2N) 22-1-10 to 29-2-6, Corner(3E) 29-2-6 to 34-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss Component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. t Bearing atjoint(s) 2 considers parallel to grain value using ANSI/rPI 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 785 lb uplift at joint 2 and 785 lb uplift at joint 8. February 4,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19f2020BEFORE USE. Design valid for use only with MiTek® connectors: This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW OF is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of 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 1710613 BAYSHORE 2631850 A04 Common 5 1 T22718767 Job Reference (optional) - - • - —,• -- - — -, - — ----• — ou a Ivw ou a u — r uK maus[ries, mc. vvec t-eo "J l O:U3:39 2021 Page 1 ID:UFLsKgoi2lTgRmwAjjSQPzBAGN-yzzPbirV W?wLp3zylal WcU4peryBrzvBh3HQdUzopNI 1 4-0 5-1-8 10-5-14 16-8-0 22-4-0 28-7-0 I� 1-4-0 5-1-8 5-4-7 6-2-2 5.8-0 6-3-0 M �1 4x6 3.00112 4x6 6.00 FIT P= 3x6 11 14-4-0 24-0-0 28-7-0'1 .. . Scale = 1:56.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL.. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Veit(LL) 0.42 10-11 >811 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.74 Vert(CT) -0.73 9-10 >468 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.22 8 n/a n/a BCDL 10.0 Code FBC2020ITPI2014 Matrix-MSH Weight: 145 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-14 cc purlins, BOT CHORD 2x4 SP No.1 'Except' except end verticals. 8-9: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-0-15 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-10 REACTIONS. (size) 2=0-8-0, 8=0-7-0 Max Horz 2=394(LC 10) Max Uplift 2=-700(LC 10), 8=-566(LC 11) Max Grav 2=1126(LC 1), 8=1050(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. --All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3349/2226, 3-4=-3120/2089, 4-5=-2277/1632, 5-6=-1555/1184, 6-7=-1261/883, 7-8=-1018/750 BOT CHORD 2-11=-2294/3012, 10-11 =-1 803/2588, 9-10=-916/1315 WEBS 3-11 =-1 92/355, 4-11=-244/478, 4-10=-603/716, 5-10=-965/1502, 6-10=-1061330, 6-9=-531/544, 7-9=-649/1058 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-0 to 4-1-10, Interior(1) 4-1-10 to 11-2-6, Extedor(2R) 11-2-6 to 22-4-0, Interior(1) 22-4-0 to 22-11-10, EXtedof(2E) 22-11-10 to 28-5-4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSlrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. F) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 700 lb uplift at joint and 566 lb uplift at joint 8. 0 19 I9 4 February 4,2021 WARNING -(Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 6I19/2020 BEFORE USE. Design valid for use. only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not�� a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Qualify Criteria, DSB.89 and SCSI Building Component 6904 ParkEast Sately/n/ormalion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, Mre Blvd. D 20601 Tampa, 36610 East Job I Truss Truss Type City Ply LOT 17/06/3 BAYSHORE 2631850 A05 Roof Special 2 1 T22718768 ..u...e /Or..,.r r Job Reference o tional t ,an I y, /, rial a yuy, -- 0000/, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 15:03:40 2021 Page 1 ID:UFLsKgoi2lTgRmwAjjSQPzBAGN-R9Xnp2r8HJ2BQDY8slpl9ic bEGuaNkLwjl_9wzopNH 14-0 5-1.7 10-5-14 16-8-0 22-11-5 26-10.0 8-0-0 32-0-0 1 4-0 5-1-7 5-0-7 6-2-2 6-3-5 3-10-11 1-2-0 4-0-0 5x6 - 6.00 12 3.UU 112 11 10 9 4x6 10x12 � Sx1? - 6-1-12 6-10-2 14-4-0 22-11-5 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-13: 2x4 SP No.1, 9-11: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-4-0 Max Horz 2=326(LC 10) Max Uplift 2=-760(LC 10), 9=-662(LC 11) Max Grav 2=1255(LC 1), 9=1190(LC 1) Scale=1:57.6 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.83 Vert(LL) 0.51 13-14 >748 240 MT20 244/190 BC 0.84 Vert(CT) -0.6513-14 >584 180 WB 0.73 Horz(CT) 0.32 9 n/a n/a Matrix-MSH Weight: 172 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pur ins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-0-0 oc bracing. WEBS 1 Row at midpt 6-13 FORCES. (lb) -Max. Comp.lMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3835/2399, 3-4=-3619/2277, 4-5=-2818/1861, 5-6=-1904/1329, 6-7=-2254/1523, 7-8=-1854/1212, 8-9=-1117/789 BOT CHORD 2-14=-2370/3453, 13-14=-1897/3074, 12-13=-1195/2060, 10-12=-993/1636, 9-10=-194/260 WEBS 3-14=-178/350, 4-14=-227/460, 4-13=-596/706, 5-13=-1110/1910, 6-13=-475/556, 7-12=-221/489, 8-10=-806/1356, 7-10=-625/457 . NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-0 to 4-1-10, Interior(1) 4-1-10 to 11-2-6, Exterior(2R) 11-2-6 to 22-1-10, Interior(1) 22-1-10 to 26-4-10, Extedor(2E) 26-4-10 to 31-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) *This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 'k capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 760 lb uplift at joint 2 and 662 lb uplift at joint 9. February 4,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK.REFERENCE PAGE MII-74733 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the .. fabrication, storage, delivery, emotion and bracing of trusses and truss systems, see ANS117PH 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 9 Truss Truss Type City Ply LOT 17/06/3 BAYSHORE 2631850 A06 SPECIAL 1 1 T22718769 Job Reference o tional -- -- -------- ---- --- o. a rvuv ou zucu rvu r un inuusmes, me. 9vea r-eD J 7D:u3:41 2u21 Page 1 ID:UFLsKgoi2lTgRmwAjjSQPzBAGN-vL5900sm2dA22N6KP?K iv964ebUJmnUBNmXiMzopNG -1-4-0 7-5-9 15-0-0 20-11-3 26-10-0 32-0-0 7-5-9' 7-6-7 5-11-3 5-10-13 5-2-0 Scale=1:57.3 5x6 = 5x6 = 3x6 = 4x6 = 6.00 12 4 519 20 6 7 3.00112 10 9 8 5x6 % 5x12 = 4x12 II 14-4-0 20-11-3 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(L) .0.48 12-13 >790 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.95 Vert(CT) -0.66 12-13 >575 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.32 8 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-MSH Weight: 191 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 7-8, 6-11, 6-9, 7-9 2-12: 2x4 SP No.1, 8-10: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 8=0-4-0, 2=0-8-0 Max Horz 2=574(LC 10) Max Uplift 8=-770(LC 7), 2=-703(LC 10) Max Grav 8=1323(LC 2), 2=1326(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4058/2614, 3-4=-3045/2056, 4-5=-2485/1886, 5-6=-1630/1108, 6-7=-747/475, 7-8=-1222/840 BOT CHORD 2-13=-2782/3687, 12-13=-2800/3689, 11-12=-1173/1727, 9-11=-500/808 WEBS 3-13=0/260, 3-12=-954/952, 4-12=-478/1063, 5-12=-899/992, 5-11=-839/829, 6-11=-876/1222, 6-9=-1111/922, 7-9=-861/1357 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-0 to 4-1-10, Interior(1) 4-1-10 to 9-6-6, Exterior(2R) 9-6-6 to 20-5-10, Interior(1) 20-5-10 to 26-4-10, Exterior(2E) 26-4-10 to 31-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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. 1) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 770 lb uplift at joint 8 and 703 lb uplift at joint 2. February 4,2021 ® WARNING - Verifydesign 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 Mn skO 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 1►A1Tek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Salefy information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty 17/0613 BAYSHORET22718770 �Ply,_JLOT 2631850 A07 SPECIAL 1 ob Reference (optional) -rs Fi siauurue triarn 04y, FL), rianr cny, FL mob t, 8.430 s Nov30 2020 MiTek Industries, Inc. Wed Feb 3 15:03:42 2021 Page 1 ID:UFLsKgoi2lTgRrnwAgSQPzBAGN-NXfXDktOpwlvgXhxzjrDE7iH72z92EAeN1 W4EpzopNF 1 4-0 7 3 13 13-0-0 19-7-7 26-10-0 32-M 1-4-0 7-3-13 5-8-3 6-7-7 7-2.9 5-2-0 6.00 12 Scale = 1:57.1 4x6 = 3x4 = 5x6 = 3x6 = 4 18 5 196 7 0 A 3.00112 10 9 8 4x6 5xl2 = 3x8 II 32-M 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 0.96 Vert(LL) 0.49 12-13 >775 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.64 12-13 >594 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.33 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 182 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 3-6-9 oc bracing. 2-12: 2x4 SP No.1, 8-10: 2x6 SP M 26 WEBS 1 Row at midpt 7-8, 7-9 WEBS 2x4 SP No.3 REACTIONS. (size) 8=0-4-0, 2=0-8-0 Max Horz 2=503(LC 10) Max Uplift 8=-784(LC 7), 2=-685(LC 10) Max Grav 8=1196(LC 1), 2=1256(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3785/2656, 3-4=-2922/2156, 4-5=-2965/2263, 5-6=-1692/1164, 6-7=-795/528, 7-8=-1150/811 BOT CHORD 2-13=-2761/3402, 12-13=-2777/3413, 11-12=-1549/2132, 9-11=-575/871 WEBS 3-13=0/259, 3-12=-744/822, 4-12=-615/1061, 5-12=-895/1061, 5-11 =-1 011/923, 6-11=-839/1185, 6-9=-1162/910, 7-9=-867/1312 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-470 to 4-1-10, Interior(1) 4-1-10 to 7-4-12, Exterior(2R) 7-4-12 to 18-5-10, Interior(1) 18-5-10 to 26-4-10, Exterior(2E) 26-4-10 to 31-10-4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 2 considers parallel to grain value using ANSINPI 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 784 lb uplift at joint 8 and 685 lb uplift at joint 2. February 4,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5M9/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iUliTek� 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 ANSWPN Qualify Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job 4 Truss Truss Type Qty Ply LOT 17/06/3 BAYSHORE T22718771 2631850 A08 MONO HIP 1 1 Job Reference o tional --••-�•- ••-•---•--v •�••-"•V• �h •�•..ur,•-��, o.YOU 511UV OU LULU MIrex uluusines,Inc. vvea reD 610:U3:43 ZUZ1 Page1 ID:UFLsKgoi2lTgRmwAjjSQPzBAGN-rkDvR3uOaEQmHhGjXQNSnKETESH2nmfncgFem FzopNE -1-4-0 7-6-2 11-0-0 17-3-7 25-8-9 32-00 1-4-0 7-6-2 3-5-14 6-3-7 8-5-1 63-7 Scale = 1:56.1 M yI1 0 4x6 = 3x4 = 5x6 = 2x4 II 4 5 15 16 6 17 7 4x6 = 3x4 = 3x6 i 3x8 = 6x8 = 21-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.38 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.66 8-9 >577 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 166 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-11, 6-8 REACTIONS. (size) 8=0-4-0, 2=0-8-0 Max Horz 2=432(LC 10) Max Uplift 8=-805(LC 7), 2=-822(LC 10) Max Grav 8=1318(LC 2), 2=1348(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2240/1321, 3-4=-2017/1188, 4-5=-1767/1102, 5-6=-1704/932 BOT CHORD 2-11 =-1 425/1974, 9-11=-1174/1891, 8-9=-781/1180 WEBS 3-11=-356/468, 4-11=-312/752, 5-11=-304/366, 5-9=-391/520, 6-9=-371/867, 6-8=-1550/1049 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-0 to 4-1-10, Extedor(2R) 4-1-10 to 18-8-12, Interior(1) 18-8-12 to 26-4-10, Extedor(2E) 26-4-10 to 31-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to.the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 805 lb uplift at joint 8 and 822 lb uplift at joint 2. February 4,2021 ®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 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 ANS1/TP/1 Quality Criteria, DSB-89 and B.CS/ Building Component 6904 Parke East Blvd. Safetyinformation available fmm Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job I Truss Truss Type City Ply LOT 17/0613 BAYSHORE 2631850 A09 Half Hip 1 1 T22718772 Job Reference (optional) --••--•- • ••-•---•-- �• ..... •-••,• -,• •�� • �wo.•rau s rvuv aU NGU MI t eK Inousmes, Inc. vvea re!) 3 1o:U3:44 2021 Pagel ID:UFLsKgoi2lTgRmwAj SQPzBAGN-IwmIePUeLYYdvrrv58uhJYnelseuW9SxgK?BlhzopND 6-3-4 9-0-0 16-8-9 24-3-7 32-0-0 1-4-0 6.3-4 2-8-12 7-8-9 7-6-13 7-8-9 Scale = 1:56.1 M yI1 O 5x8 = 2x4 II 5x6 = 4x6 = 4 5 16 6 17 7 3x6 — 3x4 = 3x4 = 4x6 = 3x6 II 3x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr, YES Code FBC2020/TP120.14 CSI. TC 0.88 BC. 0:84 WB 0.87 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Lid 0.24 10 >999 240 -0.3612-15 >999 180 0.07 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 168 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-10 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 7-9 REACTIONS. (size) 8=0-4-0, 2=0-8-0 Max Horz 2=361(LC 10) Max Uplift 8=-815(LC 7), 2=-822(LC 10) Max Grav 8=1177(LC 1), 2=1252(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2147/1364, 3-4=-1951/1276, 4-5=-2125/1446, 5-6=-2125/1446, 6-7=-1567/1073, 7-8=-1109/844 BOT CHORD 2-12=-1413/1881, 10-12=-1185/1718, 9-10=-1096/1591 WEBS 3-12=-252/339, 4-12=-178/438, 4-10=-487/574, 5-10=-431/498, 6-10=-595/627, 6-9=-761/719, 7-9=-1225/1791 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-0 to 4-1-10, Exterior(2R) 4-1-10 to 16-8-9, Interior(1) 16-8-9 to 26-4-10, Extedor(2E) 26-4-10 to 31-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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 ft.between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 815 lb uplift at joint 8 and 822 lb uplift at joint 2,. r February 4,2021 . WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss. system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanentbracing WOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �V� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPll Quality Criteria, DSB-89 and BCS/ Building Component 6904 Pa Safety Information available from Truss East Blvd. ss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, Parke 3ast Truss Truss Type Oty Ply LOT 17/06/3 BAYSHORE F2631810 A10 HALF HIP GIRDER 1 1 T22718773 a,laae.� n.�re.,,,...e rou,.., r• Job Reference o tional - -- --, • - ----• v.�� a nw w a�cu rvu i en nruusuies, int:. vveu re0 J lO:U3:46 ZUZI Page 1 ID:U FLsKgoi2lTq RrnwAjjSOPzBAGN-n6KgslvG5rg UX_Q5erPwslKoNFyvFbR43_klr8zopNC 14-0 7-0-0 12-1-1 17-0-6 211 1-10 26-10-15 1-0-0 1 4 0 7-0-0 5-1-1 4-11-5 4-11-5 4-11-5 5-1-1 Scale=1:57.7 6x12 MT20HS 3x6 11 6x12 MT20HS = 2x4 11 5x12 = 3x4 11 6.00 12 3 4 5 18 6 7 8 5x8 = 2z4 11 6x12 MT20HS = 2x4 11 6x12 MT20HS = 2x4 11 6x12 MT20HS 11 -0 7-0.0 5-1-1 4-11-5 Plate Offsets (X,Y)— [2:0A-10,Edge] 41-11-lu - - 26-10-15 32-0-0 .. 4-11-5- . 4-11-5 5-1-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.66 12-13 >582 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.98 Vert(CT) -0.61 12-13 >622 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.95 Horz(CT) -0.21 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 170 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except* TOP CHORD Structural woad sheathing directly applied or 2-4-14 oc purlins, 5-8: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP M 31 *Except* BOT CHORD Rigid ceiling directly applied or 3-2-4 oc bracing. 9-11: 2x4 SP No.2, 2-13: 2x4 SP No.1 WEBS 1 Row at midpt 3-13, 7-11, 7-9 WEBS 2x4 SP No.3 REACTIONS. (size) 9=0-4-0, 2=0-8-0 Max Horz 2=290(LC 8) Max Uplift 9=-2170(LC 5), 2=-1944(LC 8) Max Grav 9=2782(LC 17), 2=2717(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5460/3860, 3-4=-6308/4753, 4-5=-6308/4753, 5-6=-5408/4244, 6-7=-5408/4244, 8-9=-295/334 BOT CHORD 2-14=-3549/4815, 13-14=-3544/4826, 12-13=-4950/6461, 11-12=-4950/6461, 10-11=-2632/3355, 9-10=-2632/3355 WEBS 3-14=01414, 3-13=-1616/1820, 4-13=-731/856, 5-13=-371/272, 5-12=0/322, 5-11=-1297/1022, 6-11=-648/755, 7-11 =-1 985/2605, 7-10=0/336, 7-9=-4080/3203 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive 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. 19) Provide mechanical connection (by others) of truss.to bearing plate capable of withstanding 2170 lb uplift at joint 9 and 1944 lb uplift at joint 2. 9) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 709 lb down and 515 lb up at • 7-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard inued on page 2 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II4473 rev. 5/19/2020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 February 4,2021 M!Tek* 6904 Parke East Blvd, Tampa, FL 36610 Job Truss Truss Type City Ply LOT 17/06�AYSHORET22718773 2631850 A10 HALF HIP GIRDER 1 1Job Refereal Builders FlrstSource (Plant City, FL), Plant City, FL - 33567. 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 15:03:45 2021 Page 2 ID:U FLsKgoi2lTgRmwAhSQPzBAGN-n6KgslvG5rgUX_Q5erPwslKoNFyvFbR43_klr8zopNC LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-117(F=-63), 9-15=-43(F=-23) Concentrated Loads (lb) Vert: 3=-347(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criter/a, 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 9 Truss Truss Type Qty Ply LOT 17/06/3 BAYSHORE T22718774 2631850 All Hip 1 1 Job Reference (optional) taource (Plant city, I-L), Plant city, I-L - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 15:03:47 2021 Page 1 ID:UFLsKgoi2lTgRmwAjjSQPzBAGN jVSQHRxXdTwCmlaUmGROxAP9j3emjdyNXlDrvozopNA -1-4-0 5.1-13 10-6-3 15-11•0 1641-0 i 1&4-0 22-4-0 250-0 28-0 o 33-4-0 34-8-0 1-4-0 5-1-13 5.4-6 4-5-13 1-8-0 1-&0 2-8-0 3-0-0 5-4-0 1-4-0 5x6 = 6xl2 MT20HS Zz a nn Scale=1:63.3 5x8 11 3.00112 max. it 14-8-12 14 5x6 5x6 2x4 II ' 21-5-10 _ 0-10-5 14A-0 10-7_4 0-10-0 z-s-2 z5-o-0 33-0-0 5.10-8 7-6-8 5�-4 1-2-12 11-8 56-14 540 0-7-10 Plate Offsets (X Y)— [2:0-4-6,Edge],[2:0-2-3,Edge] [3:0-3-0 0-3-0] [5:0-3-0 0-2-71 [7:0-3-0 0-3-4] [10:0-2-8 0-1-9] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.46 14-15 >871 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.66 14-15 >604 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.35 10 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix-MSH Weight: 195 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins. 5-6: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. Except: BOT CHORD 2x4 SP No.2 4-9-0 cc bracing: 12-13 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 SLIDER Right 2x4 SP No.3 A 2-6-0 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-250(LC 15) Max Uplift 2=-759(LC 10), 10=-772(LC 11) Max Grav 2=1292(LC 1), 10=1319(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3978/3262, 3-4=-3795/3046, 4-5=-2978/2236, 6-7=-2387/1933, 7-8=-2106/1943, 8-10=-2155/1848, 5-6=-2421/1938 ' BOT CHORD 2-15=-2716/3610, 14-15=-2048/3194, 13-14=-1022/2021, 12-13=-1540/2238, 10-12=-1358/1887 WEBS 3-15=-1791435, 4-15=-408/491, 4-14=-540/729, 5-14=-801/1156, 6-14=-415/728, 6-13=-295/354, 7-13=-169/452, 7-12=-465/244 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3E) -1-4-0 to 4-1-10, Exterior(2N) 4-1-10 to 9-6-6, Comer(3R) 9-6-6 to 23-9-10, Extedor(2N) 23-9-10 to 29-2-6, Comer(3E) 29-2-6 to 34-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer /Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. `s) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 759 lb uplift at joint 2 and 772 lb uplift at joint 10. February 4,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 ANS117P/1 Quality Criteria, DSB-89,and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ► Truss Truss Type Qty Ply LOT 17/06/3 BAYSHORE F2631850 Al2 HiP 1 1 T22718775 R„IIrVc�c Glr��c,.,,�,.o roi �.,� ru„ r1 � _ �,__. ..:... �, .,.,�..-, - --- -- Job Reference (optional) -- - - - •• - , - --- - You a rvuv ou 4uzu mi i eK maustrles, mc. VNea feo 3 15:U3:49 2021 Page 1 ID:UFLs Kgoi2lTgRmwAASQPzBAGN-guaBh7yn94Aw?ckllhTsObUVttK5BTtg_ciy_yzopN8 1 4-0 6-0 4 13-0-0 20-4-0 22-0-0 28-0-0 33-4-0 4-8-0 1-4-0 6-I1.-4 6-11-12 7-4-0 1-8-0 6-0-0 5-4-0 14-0 Scale=1:61.6 5x8 = 6.00 FIT 5z6 = 9vA s.uuliz1874 x6 : 14-8-12 — 3 4 = 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.46 12-13 >878 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.61 11-12 >655 180 BCLL 0.0 * Rep Stress Incr YES WB 0.60 Horz(CT) 0.35 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 180 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except* TOP CHORD Structural wood sheathing directly applied or 2-5-3 oc purlins. 5-7,7-9: 2x4 SP No.2, 1-3: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-7-10 cc bracing. Except: BOT CHORD 2x4 SP No.2 *Except* 4-7-0 oc bracing: 10-11 2-12: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=220(LC 14) Max Uplift 2=-735(LC 10), 8=-735(LC 11) Max Grav 2=1305(LC 1), 8=1305(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4036/3337, 3-4=-3661/2857, 4-5=-3191/2457, 5-6=-2525/2239, 6-7=-2572/2065, 7-8=-2379/2046 BOT CHORD 2-13=-2786/3646, 12-13=-1695/2947, 11-12=-1255/2202, 10-11=-1630/2158, 8-10=-1586/2086 WEBS 3-13=-365/733, 4-13=-550/552, 4-12=-399/889, 5-12=-656/1208, 5-11=-494/450, 7-11 =-I 23/301, 7-10=-424/424, 6-11=-233/390 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-4-0 to 4-1-10, Exterior(2N) 4-1-10 to 7-6-6, Corner(3R) 7-6-6 to 25-9-10, Exterior(2N) 25-9-10 to 29-2-6, Corner(3E) 29-2-6 to 34-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 2 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 735 lb uplift at joint 2 and 735 lb uplift at - joint 8. February 4,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE W-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTeW cannectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MOW building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSUTPN Quality Criteria, DSB-89 and BCS/ Building Component 6904 Pa Safetylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MParke East Blvd. D 20601 Tampa, rk 36610 East Job + Truss Truss Type Qty Ply LOT 17/06/3 BAYSHORE T22718776 2631850 A13 Hip 1 1 Job ReferencJe o tional Builders nrstadurce trrani City, t-Lj, rlant City, FL - 3356f, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 15:03:50 2021 Page 1 ID:UFLsKgoi2lTgRmwAjjSQPzBAGN-848ZvTzPwOlndm 13R075Zp1 kGGgHw_spDGSV WLzopN7 1.4-0 4-10-7 11-0-0 16-8-0 22-4-0 28-5-9 33-4-0 34.8-0 1.4-0 4-10-7 6-1-9 5-8-0 5-8-0 6-1-9 4-10-7 1-4-0 Scale = 1:59.6 5x6 = 2x4 11 5x6 = 3x6 = = 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 3x6 o- ro l e-d.0 25-2-11 33-4-0 8-1-5 8-6A 1.. 8-6-11 8-1-5 Plate Offsets (X,Y)— [4:0-3-0,0-2-01 [6:0-3-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.24 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.42 12-14 >957 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.11 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 168 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc puriins. BOT CHORD 2x4 SP ND.2 BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-189(LC 15) Max Uplift 2=-804(LC 10), 8=-804(LC 11) Max Grav 2=1412(LC 2), 8=1412(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2577/1591, 3-4=-2367/1409, 4-5=-2111/1398, 5-6=-2111/1398, 6-7=-2367/1409, 7-8=-2577/1591 BOT CHORD 2-14=-1347/2293, 12-14=-853/1803, 10-12=-818/1803, 8-10=-1261/2293 WEBS 3-14=-342/482, 4-14=-218/557, 4-12=-303/518, 5-12=-342/401, 6-12=-303/518, 6-10=-219/557, 7-10=-342/483 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-0 to 4-1-10, Extedor(2R) 4-1-10 to 29-2-6, Exterior(2E) 29-2-6 to 34-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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 804 lb uplift at joint 2 and 804 lb uplift at joint 8. February 4,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job + Truss Truss Type Qty Ply LOT 17/06/3 BAYSHORE T22718777 2631850 A14 Hip 1 1 Job Reference (optional) • -•�-� �� • ^r, • �/, �• ..,,y, • o.yau s Nov du zuzu NII i ex Inousines, Inc. vvea Feb 3 1593:51 2021 Pagel ID:UFLsKgoi2lTgRmwAjjSQPzBAGN-cGhx6o_l hhQeFvtF76WK50asvgl GfKazRwB32nzopN6 1-4-0 6-3-4 9--0-0 16-8-0 24-0-0 27-0-11-1-42 33-4-0 34-8-0 1-4-0 6-3-4 2-812 7-8-0 7-8-0 - 2-8-12 6-3-4 1-4-0 5x8 = 4 2x4 11 5 5x8 = 6 Scale = 1:59.6 3x6 — 3x4 = 3x4 = 3x8 = 3x4 = 3x4 = 3x6 = 9-0-0 16-8-0 24-4-0 9-0-0 - . 7-8-0 7-8-0 Plate Offsets (X,Y)— [4:0-6-0,0-2-81,[6:076-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.24 12 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.37 1417 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.10 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-159(LC 15) Max Uplift 2=-809(LC 10), 8=-809(LC 11) Max Grav 2=1305(LC 1), 8=1305(LC 1) PLATES GRIP MT20 244/190 Weight: 163 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-2-1 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2265/1494, 3-4=-2068/1414, 4-5=-2331/1675, 5-6=-2331/1675, 6-7=-2068/1414, 7-8=-2265/1494 BOT CHORD 2-14=-1186/1986, 12-14=-958/1821, 10-12=-927/1821, 8-10=-1136/1986 WEBS 3-14=-258/339, 4-14=-179/440, 4-12=-539/690, 5-12=-478/554, 6-12=-539/690, 6-10=-180/440, 7-10=-258/339 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-0 to 4-1-10, Extedor(2R) 4-1-10 to 29-2-6, Exterior(2E) 29-2-6 to 34-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 809 lb uplift at joint 2 and 809 lb uplift at joint 8. 0 4 j<} 0 February 4,2021 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 Mn`ek® 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` I. 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 Qualify Criteria, OSB-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 1710613 BAYSHORE 2631850 A15 Hip Girder 1 1 T22718778 Job Reference (optional) - - • - ..-..• - •, • - ----• • v.�.,v I r.vv ov cvcv rvo i en uiuustnes, mc. vveu reo d 10:U3:*Z ZU21 Page 1 ID:UFLsKgoi2lTgRmwAjjSQPzBAGN-4TFJK8?fS?ZUs3SSZp1 ZeE6404SaOok6gaxcaEzopN5 -1-4-0 4-9-18 7-0-0 10-2-9 16-8-0 23-1-7 26-4-0 28-6 4 33-4-0 34-8-0 1.4-0 4-9-13 2-2-4 3-2-9 6-5-7 6-5-7 3-2-9 2-2.9 4-9-13 Scale = 1:59.6 6x12 MT20HS 6x12 MT20HS 6x8 = 7xl0 = 6x8 = 6.00 12 3 4 5 S 7 12 11 " 1.5x8 STP = 46 = 8x14 MT20HS = 8x14 MT20HS = 4x6 = 1.5x8 STP — 5x8 = 5x8 = 7-0-0 .I 12-8-14 20-7-2 26-4-0 33-4-0 LOADING .(psf) SPACING- 2-0-0 CSI. DEFL. ;; in (loc) I/defl L/d PLATES GRIP TCLL -20.0 Plate Grip DOL 1.25 TC 6.59. Vert(LL) 0.52 11-12 >769 240 MT20 244/190 TCDL' 7.0 LumberDOL 1.25 BC 0.46 Vert(CT) -0.5311-12 >760 180 MT20HS 187/143 BCLL ' 0.0 * Rep Stress Incr NO WB 0.73 Horz(CT) -0.14 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 198 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except* TOP CHORD Structural wood sheathing directly applied or 3-0-13 oc puriins. 3-5,5-7: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 4-3-1 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-126(LC 9) Max Uplift 2=-1988(LC 8), 8=-1988(LC 9) Max Grav 2=2775(LC 18), 8=2775(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5738/4060, 3-4=-5146/3763, 4-5=-6827/5036, 5-6=-6826/5035, 6-7=-5145/3761, 7-8=-5737/4059 BOT CHORD 2-13=-3582/5232, 12-13=-4687/6532, 11-12=-5524/7388, 10-11=-4616/6437, 8-10=-3511/5137 WEBS 3-13=-1122/1685, 4-13=-1845/1670, 4-12=-508/946, 5-12=-726/851, 5-11=-726/851, 6-11=-508/946, 6-1 0=-1 84411669, 7-1 0=-1 122/1685 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 1988 lb uplift atjoint 2 and 1988 lb uplift at joint 8. 9) Girder carries hip end with 7-0-0 end setback. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 709 lb down and 515 lb up at 26-4-0, and 709 lb down and 515 Ili up at 7-0-0 on top chord. The design/selection of such connection device(s) is the • responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard FAhrnnnr A 7f191 :onhnued on page 2 ' ® WARNING - Verify design pammeterssnd READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 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 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 ANSWPH 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 Qly Ply=nce 2631850 A15 Hip Girder 1 T22718778 R„ilrlere Girc/Cnr,r,.n /Dl�n! rid.. � •.... - ,. - --- �u - iv— au zuzu mi i eK inaustnes, Inc. vvea HeD 3 1 b:u3:52 2021 Page 2 ID:UFLsKgoi2lTgRmwADSQPzBAGN-4TFJK8?fS?ZUs3SSZp 1 ZeE6404SaOok6gaxcaEzopN5 .LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-112(F=-59), 7-9=-54, 2-8=-42(F=-22) Concentrated Loads (lb) Vert: 3=-347(F) 7=-347(F) ® 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 MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not �r a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 1 A 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 iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safetyinformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' Truss Truss Type Qty Ply LOT 17106/3 BAYSHORE 2631850 B01 GABLE 1 1 T22718779 Job Reference (optional) a„r ry, rLl, rianr miry, rL - 0000r, 6.43U s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 15:03:55 2021 Page 1 ID:UFLsKgoi2lTgRmwAj SQPzBAGN-U2xSyA1 Ylwx3jXBOEyaGGskXfHS2bBhYMY9GBYzopN2 AJ 5-11-11 8-10-0 12-8-0 20-7-0 25-11-9 29-4-0 30-8-0 1-0 5-11-11 2-10-5 3-10-0 7-11-0 5-4-9 34-8 14-0 5x6 i 6.00 112 Scale = 1:59.8 0 0 114 �15 6 1.5x8 STP = 3x4 = 3x4 = 3x4 = 5x8 = 6x8 = 8-10-0 .,.=9-Qr0 16-0-11 23-5-3 29-4-0 - 8-1 u-u 0-2-0 - 7-0-11 7-4-8 5-10-13 - - Plate Offsets (X Y)-- [2:0-2-8,Ed e] [2:0-3-8 Ed e] [6:0-3-8 0-2-8] [6.0-2-0 0-0-0] r7.0-4-0 0-3-01 [7:0-6-0 0-2-14] [10:0-4-0 0-3 1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.21 17-47 >523 240 MT26 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.22 17-47 >499 180 BCLL 0.0 * Rep Stress Incr YES WB 0.58 Horz(CT) -0.03 15 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 231 lb FT .= 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-6 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. Except: 5-15: 2x4 SP No.1 6-0-0 oc bracing: 15-17 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-15 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 15=0-8-0, 10=0-8-0 Max Horz 10=-357(LC 11) Max Uplift 2=-430(LC 10), 15=-505(LC 11), 10=-608(LC 11) Max Grav 2=455(LC 23), 15=1194(LC 2), 10=913(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-728/615, 7-8=-1347/761, 8-1 0=-1 5341914, 2-4=-237/393, 4-5=-78/275, 5-6=-121/417 BOT CHORD 13-15=-132/345, 12-13=-769/1021, 10-12=-1063/1448, 15-17=-426/518, 5-17=-162/253 WEBS 8-12=-271/285, 7-12==66/380, 7-13=-556/649, 6-13=-397/726, 6-15=-744/411, 4-17=-280/328 :NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-0 to 3-5-10, Interior(1) 3-5-10 to 7-2-6, Exterior(2R) 7-2-6 to 18-1-10, Interior(1) 18-1-10 to 25-10-6, Extedor(2E) 25-10-6 to 31-4-0 zone; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 430 lb uplift at joint 2, 505 lb uplift at . joint 15 and 608 lb uplift atjoint 10. February 4,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK 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 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. Forgeneral guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' ss Truss Type Oily Ply LOT 17/06/3 BAYSHORE TB'O T22718780 2631850 SPECIAL 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 15:03:56 2021 Page 1 ID:UFLs Kgoi2lTgRmwAjjSQPzBAGN-zEVg9W2AWE3wLhmDof5Vo4HiPhoNKdpibCvgk?zopN1 -1-4-0 5-11-11 8-10-0 12-8-0 20-7-0 25-11-9 29-4-0 30-8-0 1-4-0 5-11-11 2-10-5 3-10-0 7-11-0 5 4-9 3-4-8 1-4.0 5x6 i 6.00 12 14 3x4 = 3x4 = 3x4 = 1.5x8 STP = 3x4 = 6x8 = 23-5-3 Scale=1:59.3 LOADING (psf) SPACING- .2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.33 15-18 >328 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.60 Vert(CT) -0.33 15-18 >322 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) -0.03 13 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-MSH Weight: 160 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-9 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. Except: 4-13 2x4 SP No.3 6-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-13 REACTIONS. (size) 13=0-8-0, 2=0-8-0, 8=0-8-0 Max Horz 8=-356(LC 11) Max Uplift 13=-525(LC 11), 2=-379(LC 10), 8=-558(LC 11) Max Grav 13=1232(LC 2), 2=403(LC 23), 8=866(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-717/627, 6-7=-1317/808, 7-8=-1455/900, 2-3=-256/415, 3-4=-111/301, 4-5=-144/428 BOT CHORD 11 -1 3=1 38/341, 10-11=-762/995, 8-1 0=-1 051/1344, 13-15=-442/535 WEBS 7-10=-197/280, 6-10=-92/374, 6-11=-556/653, 5-11=-416/734, 5-13=-757/421, 3-15=-304/368 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-0 to 4-1-10, Interior(1) 4-1-10 to 7-2-6, Exterior(2R) 7-2-6 to 18-1-10, Interior(1) 18-1-10 to 25-2-6, Exterior(2E) 25-2-6 to 30-8-0 zone; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 525 lb uplift at joint 13, 379 lb uplift at joint 2 and 558 lb uplift at joint 8. February 4,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS)ITF11 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 17/O6l3 BAYSHORE T22718781 2631850 B03 MONO TRUSS 2 1 Job Reference o ticnal �•�� •- r � • •-•�, �h ,a„, —y' o.wu s ." 2cucu "" r era muustne5, Inc. wea I-ep 3 1b:U3:br zUzl I'age 1 ID:UFLsKgoi2lTgRmwAj SQPzBAGN-RQ3CNs2oHXBnzgLPLMdkLHq_N5By3CfrgseNGRzopNO -1-4-0 6.4-1 9-4-0 1-4 0 6-4-1 2-11-15 2x4 II 4 1.5x8 STP = 6x8 = 3x6 = Scale = 1:30.9 - - 8-1 1-8 8-11-8 -4- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.15 5-7 >754 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Veit(CT) -0.16 5-7 >669 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 52 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 5=0-3-8, 2=0-8-0 Max Horz 2=366(LC 10) Max Uplift 5=-316(LC 10), 2=-236(LC 10) Max Grav 5=335(LC 1), 2=417(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-271/123 BOT CHORD 2-5=-398/211 WEBS 3-5=-302/569 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 316 lb uplift at joint 5 and 236lb uplift at joint 2. February 4,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/10/2020 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 ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetyinformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply LOT 17/0613 BAYSHORE 2631850 T"russ 1 Jack -Open 6 1 T22718782 Job Reference (optional) u.t„u a ,vuv Q LULU Ivil lum IIIUUJl11CJ, uru. vveu reu a-IJ:ui5mt zuzi rage 1 ID:U FLs Kgoi2lTgRmwAjjSQPzBAGN-RQ3CNs2oHXBnzgLPLMdkLHg1 h5HL3EIrgseNGRzopNO -1-4-0 0-114 1-4-0 0-114 Scale = 1:7.6 1 0-11-4 0-114 Plate Offsets (X,Y)— [2.0-1-4,0-0-21 LOADING (psD SPACING- . 2-0-0 CS[.. DEFL. in (loc) I/dell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=73(LC 10) Max Uplift 3=-3(LC 1), 2=-148(LC 10), 4=-15(LC 1) Max Grav 3=14(LC 6), 2=158(LC 1), 4=31(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 3, 148 lb uplift at joint 2 and 15 lb uplift at joint 4. February 4,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI17P/1 Quality Criteria, DSB-69 and BCSI Building Component 6904 Pa Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MParke East Blvd. D 20601 Tampa, rk 3ast Job Truss Truss Type Qty Ply LOT 17/06/3 BAYSHORE T22718783 2631850 C1 P JACK -OPEN 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 15:03:58 2021 Page 1 ID:U FLsKgoi2lTgRmwAjjSQPzBAGN-vcdaaC3Q2rJea_wbv48zuVMBRVdaohY_3W0xotzopN7 -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 ., ,. 0-114 . 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Idc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,23 Vert(LL) -0.00 5 >999 240 Muo 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020ITPI2014 Matrix -MP Weight: 5 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-3-0, 4=Mechanical Max Horz 2=73(LC 10) Max Uplift 3=-4(LC 7), 2=-148(LC 10), 4=-15(LC 1) Max Grav 3=12(LC 14), 2=158(LC 1), 4=31(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 3, 148lb uplift at joint 2 and 15 lb uplift at joint 4. February 4,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety/nformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610 Job ' Truss Truss Type City Ply BAYSHORET22718784 77/06n/3 2631850 C3 Jack -Open 6e o tional Duuutas rnswuu— tnnnt Uly, re_), dart ury, rt. - JJDo r, 1-4-0 1 6.4JU S NOV JV ZUZU MI I eK Inausine5, Inc. Weo Feb 3 15:03:59 2021 Pagel I D:U FLs Kgo i2lTq RrnwAjjSQPzBAGN-NpAyoY42og RVC8U oTnfCQi vMBvxjX8o8 HA7U KKzopN_ 2-11-4 2-11-4 Scale = 1:12.7 " 2-11-4 " Plate Offsets (X,Y)— [2:0-4-0,0-0-41 LOADING (psf) SPACING-- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01, 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 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=142(LC 10) Max Uplift 3=-81(LC 10), 2=-139(LC 10), 4=-36(LC 7) Max Grav 3=60(LC 1), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 3, 139 lb uplift at joint 2 and 36 lb uplift at joint 4. February 4,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with M7ek® 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 ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job ' Truss Truss Type Qty Ply LOT 17/06/3 BAYSHORE T22718785 2631850 C3P JACK -OPEN 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8A30 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 15:03:59 2021 Page 1 I D:U FLs Kgoi2lTq RrnwAjjSQPzBAGN-NpAyoY42o9RV C8 UoTnfCQivMBvxjX8o8 HA7U KKzop N_ -1-4-0 2-11-4 1.4-0 2-11-4 Scale = 1:12.7 Plate Offsets (X,Y)-- [2:0-4-0,0-0-41 -LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 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=0-3-0, 4=Mechanical Max Harz 2=142(LC 10) Max Uplift 3=-81(LC 10), 2=-139(LC 10), 4=-36(LC 7) Max Grav 3=60(LC 1), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 3, 139 lb uplift at joint 2 and 36 lb uplift at joint 4. February 4,2021 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 pennanentbracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rP/f Quality Criteria, DSB-89 and 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 1710613 BAYSHORE T22718786 2631850 CS Jack -Open 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 15:04:00 2021 Page 1 ID:U FLsKgoi2lTgRmwAiSQPzBAGN-r1kL?t5hZSZMgl3-1 VARzwRSMICaGb2H Wgtl smzopMz 1-4-0 4-11-4 1 4-0 4-11-4 Scale=1:17.6 3x4 = Plate Offsets (X,Y)— [2:0-1-4,0-0-2) LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) .Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 -TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.06 4-7 >908 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=213(LC 10) Max Uplift 3=-153(LC 10), 2=-165(LC 10), 4=-7(LC 10) Max Grav 3=112(LC 1), 2=262(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 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 lb uplift at joint 3, 165 lb uplift at joint 2 and 7 lb uplift at joint 4. February 4,2021 ® WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is -to prevent buckling of individual truss web andfor 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 p p iTek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' Truss Truss Type Oty 17/06/3 BAYSHORET227187872631850 �17yLOT C5P JACK -OPEN 4 Job Reference (optional) Builders Firmource (Plant Glty, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 15:04:01 2021 Page 1 ID:iO_UD4BM3Rhvn5slpy6aEmzjfl LJBIjDD6JKmhDRSeAaChgV7_d7iYp?21RIUcbOCzopMy i -1-4 -4-0 4-11 ' 1-0,0 ' 4-114 Scale=1:17.6 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 - Vert(LL)0.07 4-7 >867 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.39 Vert(CT) -0.05 4-7 >999 180 BCLIL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 18 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-3-0, 4=Mechanical Max Horz 2=213(LC 10) Max Uplift 3=-153(LC 10), 2=-165(LC 10), 4=-66(LC 7) Max Grav 3=112(LC 1), 2=262(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 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 lb uplift at joint 3, 165 lb uplift at joint 2 and 66 lb uplift at joint 4. February 4,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' ' ' Truss Type Qty Ply LOT 1710113 BAYSHORE ]Truss T22718788 2631850 D01 Common 7 1 Job Reference (optional) ouuuers rubt—luv trimn O+uy, rLj, Plan[ Oily, FL - 33567, 8.430 s Nov 30 2020 MI Tek industries, !no. wed Feb 3 15:U4:U2 2uz1 Page 1 I D:UFLsKgoi2lTgRmwApSQPzBAGN-nOs5QZ6x54p43cDN8wCv2LXIA6olkMCaz8M8wfzopMx 1-4-0 8-2-15 10-4-0 121-1 20.8-0 22-M 1-0-0 8-2-15 2-1-1 2-1-1 8-2-15 1-4-0 Scale = 1:38.5 3x4 i 4 3x4 i 3x4 3 5 6.00 12 18 19 17 20 1.5x8 STP = 2 x 7 Ig LLj6 e e e 10 21 22 23 9 8 24 e e e 4x6 = 2x4 3x6 = 2x4 \\ 4x6 = 5-6-6 15-1-10 20-M 5-6-6 .. - 9-7.4 5-6-6 Plate Offsets (X,Y)— [4:0-2-15,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/defl Ud PLATES; GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.52 8-10 >473 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.81 8-10 >307 180 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 90 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-6-8 cc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 7-0-1 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-179(LC 11) Max Uplift 2=-703(LC 10), 6=-708(LC 11) Max Grav 2=1136(LC 2), 6=1143(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2155/1514, 5-6=-2165/1524 BOT CHORD 2-10=-110211878, 8-10=-931/1404, 6-8=-1110/1885 WEBS 3-5=-146611610, 5-8=-319/863, 3-10=-305/846 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2E) -1-4-0 to 4-1-10, Interior(1) 4-1-10 to 4-10-6, Exterior(2R) 4-10-6 to 15-9-10, Interior(1) 15-9-10 to 16-6-6, Extedor(2E) 16-6-6 to 22-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 703 lb uplift at joint 2 and 708 lb uplift at joint 6. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 10-11=-20, 10-21=-60, 8-21=-75, 8-24=-35, 14-24=-20 February 4,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTekrnl 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 appliwhility of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the O fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfrPl1 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' ' ITruss Truss Type Qly Ply LOT 1710613 BAYSHORE T22718789 2631850 D02 GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 15:04:04 2021 Page 1 I D: U FLs Kg oi2lTgRmwAjjSQPzBAG N-km_TF8Bdh3olvNl GKFN7m c9lwfyCOZtRSrF?Xzop My -1- 0 10-4-0 20-8-0 2210 1.4-0 10-4-0 10-4-0 Scale=1:40.8 4x6 i 3x4 = 2x4 II 2x4 11 2x4 11 2x4 11 3x4 = 2x4 11 2x4 II 2x4 11 Plate Offsets (X,Y)— [2:0-3-8,Edge], [2:0-2-8,Edge], [7:0-3-2,0-2-0], [12:0-3-8,Edge], [12:0-2-8,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi . L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.01 13 n/r 180 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.02 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 Code FBC2020/TPI2014 Matrix-SH Weight: 109 Ito FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-8-0. (lb) - Max Horz 2=-179(LC 15) Max Uplift All uplift 100 lb or less at joint(s) except 2=-176(LC 10), 12=206(LC 11), 19=-153(LC 10), 20=-117(LC 10), 21=-208(LC 10), 16=-151(LC 11), 15=116(LC 11), 14=-216(LC 11) Max Grav All reactions 250 lb or less atjoint(s) 18, 19, 20, 16, 15 except 2=268(LC 21), 12=268(LC 22), 21=262(LC 21),14=262(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-45/285, 7-8=-45/285 BOT CHORD 2-21=-70/272, 20-21=-70/272, 19-20=-70/272, 18-19=-70/272, 16-18=-70/272, 15-16=-70/272, 14-15=-70/272, 12-14=-70/272 WEBS 4-21=-191/317, 10-14=-191/317 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf,, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3E) -2-0-0 to 3-5-10, Exterior(2N) 3-5-10 to 4-10-6, Comer(3R) 4-10-6 to 15-9-10, Exterior(2N) 15-9-10 to 17-2-6, Corner(3E) 17-2-6 to 22-8-0 zone;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 9) 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 176 lb uplift at joint 2, 206 lb uplift at joint 12, 153 lb uplift at joint 19, 117 lb uplift at joint 20, 208 lb uplift at joint 21 i 151 lb uplift at joint 16, 116 lb uplift at joint 15 and 216 Ito uplift at joint 14. February 4,2021 ® WARNING -Verify design pammeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTeM oonnectors. This design is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job" Truss Truss Type City Ply LOT 17106/3 BAYSHORE T22718790 2631850 E7 JACK -OPEN 24 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 15:04:05 2021 Page 1 ID:UFLsKgoi2lTgRmwPj SQPzBAGN-CzYE2b9pO?Bew3yxp2mcgz9DZJpOxsHOg6aoXzzopMu L -1-4-0 3-2-0 7-0-0 1-4-0 3-2-0 3-10-0 Scale = 1:23.1 3x6 = i .. 700 . 700 Plate Offsets (X,Y)— [2:0-0-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.22 4-7 >381 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.23 4-7 >368 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020(rP12014 Matrix -MP Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-14 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=287(LC 10) Max Uplift 3=-228(LC 10), 2=-197(LC 10), 4=-9(LC 10) Max Grav 3=166(LC 1), 2=336(LC 1), 4=124(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 228 lb uplift at joint 3, 197 lb uplift at joint 2 and 9 Ito uplift at joint 4. February 4,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mi rek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670. Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 17/06/3 BAYSHORE T22718791 2631850 E7P JACK -OPEN 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 15:04:05 2021 Page 1 ID:U FLsKgoi 21TgRrnwAjjSQ PzBAG N-CzYE2b9p 0?Bew3yxp2m cgz9 CnJuOxsHOg 6a oxzzopMu -1-4-0 3-0-13 7-M _ 1-4-0 3-0-13 3-11-3 Scale = 1:22.6 M 0 ch LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TG 0.99 Vert(LL) 0.11 4-6 >789 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.26 BC 0.50 Vert(CT) -0.08 4-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB, 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-3-0, 4=Mechanical Max Horz 2=287(LC 10) Max Uplift 3=-204(LC 10), 2=-204(LC 7), 4=-115(LC 7) Max Grav 3=142(LC 1), 2=336(LC 1), 4=141(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; Cat.][; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 3, 204lb uplift at joint 2 and 115 lb uplift at joint 4. February 4,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M117473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTeM connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek• I s 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 BCSf Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ss Truss Type Qty Ply LOT 1710613 BAYSHORE THr7 T22718792 2631850 DIAGONAL HIP GIRDER 3 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 M!Tek Industries, Inc. Wed Feb 3 15:04:06 2021 Page 1 ID:U FLs Kgoi2lTq RmwApSQ PzBAGN-g96 cGx9 R91J VYDX8NI HrC Bh W2j EFg FaAul KM3Qzop Mt -1-10-10 6-3.7 9-10-13 r 1-10-10 6-3-7 3-7-6 i axv — 6-3-7 _ , - 9-10-13 . 6x8 = Scale = 1:22.8 Plate Offsets (X,Y)— [2:0-2-4,0-0-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.12 7-10 >995 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) 0.09 7-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 42 lb FT = 20% 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=374(LC 4) Max Uplift 4=-237(LC 8), 2=-473(LC 4), 5=-442(LC 4) Max Grav 4=219(LC 18), 2=410(LC 1), 5=422(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-638/451 BOT CHORD 2-7=-695/576, 6-7=-695/576 WEBS 3-7=-176/306, 3-6=-707/852 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins. BOT CHORD Rigid ceiling directly applied or 6-6-12 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 297 lb uplift at joint 4, 473 lb uplift at joint 2 and 442 lb uplift atjoint 5. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 . Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4=-133(F=-39, B=-39), 8=0(F=10, B=10)-to-5=-49(F=-15, B=-15) February 4,2021 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MTek" 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 ANSVTPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 17/06/3 BAYSHORE T22718793 2631850 H7P DIAGONAL HIP GIRDER 2 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8,430 s Nov 30 2U20 MITek Industries, Inc. Wed Feb 3 15:04:07 2021 Page 1 ID:UFLsKgoi2lTgRmwAjSQPzBAGN-BLf THA4wcRM9N6KxTo4lOEdZ7asPgDJ7P3vbszopMs L-1-10-10 5-2-5 9-10-13 1-10-10 i 5-2-5 4-8-8 Scale=1:22.2 Iv - 0 JAY — 3x4 = - :9-10-13 LOADING (psf) SPACING-. 2-0-0 CSI. DEFL. in (loc) I/deft Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.08 6-7 >999 -240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.07 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 43 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-4-4, 5=Mechanical Max Horz 2=376(LC 4) Max Uplift 4=-321(LC 4), 2=-475(LC 4), 5=-358(LC 4) Max Grav 4=280(LC 18), 2=412(LC 1), 5=364(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-751/575 BOT CHORD 2-7=-836/696, 6-7=-836/696 WEBS 3-7=-110/271, 3-6=-755/908 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-7 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 321 lb uplift at joint 4, 475 lb uplift at joint 2 and 358 lb uplift at joint 5. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4=-134(F=-40, B=-40), 8=0(F=10, B=10)-t6-5=-49(F=-15, B=-15) February 4,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPN Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Tmss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 1710613 BAYSHORE I` T22718794 2631850 L03 HIP TRUSS 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), , Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 3 15:04:08 2021 Page 1 ID:JR51SNiTSiaXAOM8FKU9owzAhiT-cYDMhd6ihwaDnXhW VAJJlcnrNXt98A1 TM3pS81zopMr -14-0 4-6-10 9-0-0 11-0-0 15-5-6 2%0-0 21-4-0 1-0-0 4-6-10 4-5-6 2-0-0 4-5-6 4-6-10 14-0 46 = 4x6 = 18 a Scale = 1:36.9 Io. i 3x6i 3x4 = 4X6 = 3x4 = „w . 9-0-0 11-0-0 20-0-0 9-0-0 12-0-0 - 9-M Plate Offsets (X,Y)— [2:0-2-9,0-1-8],[7:0-2-9,0-1-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip'DOL 1.25 TC 0.46 Vert(LL) 0.31 11-14 >766 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 70.29 11-14 >826 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 95Ito FT=20% LUMBER- BRACING- TOP'CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-11-9 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-9-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 7=0-4-0 Max Horz 2=159(LC 10) Max Uplift 2=-591(LC 7), 7=-591(LC 6) Max Grav 2=812(LC 1), 7=812(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1273/1009, 3-4=-980/759, 4-5=-8261756, 5-6=-980/759, 6-7=-127311009 BOT CHORD 2-11=-857/1124, 9-11=-569/826, 7-9=-764/1124 WEBS 3-11=-362/445, 4-11=-228/285, 5-9=-227/285, 6-9=-362/446 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2E) -1-4-0 to 4-4-9, Exter or(2R) 4-4-9 to 15-7-7, Extedar(2E) 15-7-7 to 21-4-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 591 lb uplift at joint 2 and 591 lb uplift at joint 7. February 4,2021 ® WARNING - Verify 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 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 ANSI/TPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 To V ' Truss Truss Type Qty Ply LOT 1710113 BAYSHORE T22718795 2631850 L04 Hip Truss 1 1 Job Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Feb 315:04:09 2021 Page 1 ID:J R51 SNiTSiaXAO M8 FKU 9owzAhiT-4knkuyCKS Di4 Ph Fj2ugYgpJwOx9ltdZcajYOglzop Mq -1-4-0 _ 3-2-12 7-0-0 10-0-0 13-0-0 16-9-4 + 20-0-0. 21-4-0 1-4 00 3-2-12 3-9-4 0_'0 3-0-0 3-9-4 3-2-12 1-4-0 5x8 = 18 6x8 = Scale=1:36.9 4x6 = 3x8 = 4xb = 3x4 = 46 = 3-2-12 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 NO BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 7=0-4-0 Max Horz 2=-128(LC 9) Max Uplift 2=-1348(LC 5), 7=-1348(LC 4) Max Grav 2=1718(LC 18), 7=1718(LC 17) 20-0-0 CSI. DEFL, in (loc) Vdefl L/d PLATES GRIP TC 0.85 Vert(LL) 0.22 9-17 >999 240 MT20 244/190 BC 0.93 Vert(CT) -0.21 9-17 >999 180 WB 0.17 Horz(CT) -0.09 7 n/a n/a Matrix-MSH Weight: 98 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-9-0 oc bracing. FORCES. (lb) -Max. Comp.lMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3328/2651, 3-4=-3244/2613, 4-5=-2880/2397, 5-6=-3243/2612, 6-7=-3329/2651 BOT CHORD 2-11=-2365/3085, 9-11=-2231/2962, 7-9=-2295/2991 WEBS 4-11=-91/456, 5-9=-109/456 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1348 lb uplift at joint 2 and 1348 lb uplift at joint 7. 8) Girder carries hip end with 7-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 709 lb down and 515 lb up at • 13-0-0, and 709 lb down and 515 lb up at 7-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-54, 4-5=-117(F=-63), 5-8=-54, 12-15=-43(F=-23) Concentrated Loads (lb) Vert: 4=-347(F) 5=-347(F) Io February 4,2021 ® WARNING -Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1&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 budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11 P/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss q. and fully embed teeth. 0- 716 am For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. *Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 X 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing. if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS C1-2 C2.3 o WEBS °3b 4 O U a� T O a ~ C7-a csa c5-6 OF BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved i MiTak" MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with 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 ANSIfTPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated. C11 Elm= 110 ANNE X Ell son Elm VIA N11011011110 Elm MINIMIZE Elm= Elm �lls Elm= �llo IN �llo 01 wmmmmmmmm: min MM 1:1 IN In 00 0 26-00-00 ❑O Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that ofall other trades and performing his work in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES Date: 02/15/2021 By. BH Submittal No.: Project No.: 21-1366 Project Eng.: Project Name: Adams Homes - Port St. Lucie - Bayshore Lot 17 BUL 06 VERIFY ALL DIMENSIONS AND CEILING CONDRGONS PRIOR TO APPROVAL SOME CEILING FRANNO REQUIRED IN nELD BY BUROER MAIN WINO FORCE RESISTING SYSTEMCC HYBRID WIND ASCE7.10 IMP NT EN LOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY D This Drawing Must a Approved And W WD LOAD 160 MPH MO IMPORTANCE FACTOR t.m Returned Before ricadon Will TRUSSES HAVE SE N DESIGNED FOR A 10.0 PSF BOTTOM CHORD UVE LOAD Begin. For Your Pro action Check All NONCONCURREW WRH ANY OINERLNE LOADS Dimensions And Co dhions Prior To SIGNATUAPBELO Of Plan. RE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL• 40 PSF BEEN ACCEPTED. TCDL• 07 PSF TCDL: 10 PSF BCDL: 10 PSF BCDL: 6 PSF BY Date TOTAL: 37 PSF TOTAL: 65 PSF DURATION: 1.25 DURATION: 1.00 CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-91 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (10. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Root Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 3112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2X4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE I Adams Homes I PROJECT: I Single Family MODEL: 1755 A 20X10 LANAI ADDRESS: 1 761 ALTURA ST LOT / BLOCK: 1710613 SUBDIVISION: PSLIBAYSHORE CITY: I PORT ST LUCIE PRPWN BY: K SANCHEZ 01 2631960 ATE: 02/03/2021 1 SCALE: I NTS PLAN DATE: 1 2021 REVISIONS: 1. 2. 3. 4. 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (813) 305-1301