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HomeMy WebLinkAboutTrussIts ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 W1 I These truss designs rely on lumber values established by others. MiTek RE: 5206_Paleo_Pines Ct - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Brett Hemminger Project Name: 2773885 Model: Model 51 Tampa, FL 33610-4115 Lot/Block:. Subdivision: . Address: 5206 Paleo Pines Circle, . City: Port St. 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: 170 mph Roof Load: 55.0 psf Floor Load: N/A psf This package includes 36 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T23816818 CJ1 5/4/21 15 T23816832 T10 5/4/21 2 T23816819 CJ3 5/4/21 16 T23816833 T11 5/4/21 3 T23816820 CJ5 514/21 17 T23816834 T12 5/4/21 4 T23816821 ER 5/4/21 18 T23816835 T13 5/4/2�,LE 5 T23816822 HJ7 514/21 19 T23816836 T14 5/4/2 6 T23816823 T01 5/4/21 20 T23816837 T15 5/412 COPY 7 T23816824 T02 5/4/21 21 T23816838 T16 5/4/21 8 T23816825 T03 5/4/21 22 T23816839 T17 5/4/21 9 T23816826 T04 • 5/4/21 23 T23816840 T18 5/4/21 10 T23816827 T05 514/21 24 T23816841 T19 5/4121 11 T23816828 T06 5/4121 25 T23816842 T20 5/4/21 12 T23816829 T07 5/4121 26 T23816843 T21 5/4/21 13 T23816830 T08 5/4/21 27 T23816844 V01 5/4/21 14 T23816831 T09 5/4/21 28 T23816845 V02 5/4/21 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 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. 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 MTek or TRENCO. Any project specific information included is for MTek'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 perANSUTPI 1, Chapter 2. I N' GENg. No 68182 �'. STATE OF i�'�SS,ONAI-E �`% 11111.111� Joaquin Velez PE No.68182 Mrfek USk.lnc..FL Urt 6634. .6904 Parke East Blvd. Tampa FL 33610 bite: May 4,2021 Velez, Joaquin 1 of 2 MiTek' RE: 5206 Paleo Pines Ct - Site Information: Customer Info: Brett Hemminger Project Name: 2773885 Model: Model 51 Lot/Block:. Subdivision: . Address: 5206 Paleo Pines Circle,. City: Port St. Lucie State: FL No. Seal# Truss Name Date 29 T23816846 V03 5/4/21 30 T23816847 VO4 5/4/21 31 T23816848 V05 5/4/21 32 T23816849 V06 5/4/21 33 T23816850 V07 5/4/21 34 T23816851 V08 5/4/21 35 T23816852 V09 5/4/21 36 T23816853 V10 5/4/21 2 of 2 MITek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply T23816818 5206PALEO_PINES_CT CJ1 Comer Jack 14 1 Job Reference o tional Builders FirstbOurce (Tampa, FL), Tampa, FL - 33554, 8.430 s Apr 20 2021 MiTek Industries, Ina Mon May 317:20:24 2021 Page 1 ID:vouwzCvKYXJJQ10xKUrgU?ykgVm-mPgOP_dy7NdglmugLnDZ5rzUp42hDEA8?ZpOkhzK8XL -14" 1-0-0 1-0-0 1-0-0 Scale = 1:6.5 2x4 = ST1.5x8 STIR = Plate _Offsets (X,Y)- [2:0-1-14,0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 0.09 Vert(LL) 0.00 4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 4 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-P Weight: 5 lb FT = 200A LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 14)-0 cc purlins. BOT CHORD 2x4 SP No;3 BOT CHORD Rigid ceiling directly applied or 104)-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0 Max Horz 2=41(LC 12) Max Uplift 3=1(LC 9), 2=97(LC 12) Max Grav 3=18(LC 12).2=151(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord five 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 3-0.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin yele,pE No:8682. MiTek USp;;Ine.,FL' Cert 8834, ,. 6804 Parke East Blvd..Tampa.FL: 3810' Date: May 4,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 51192020 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 property incorporate this design into the overall building design. Bracing Indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW K is always requimd forstabilily 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 Irrrss systens, see ANSYMI Quality Criteria, DSB-89 and SCSI Building Compment Safefyintomroffon avalable from Truss Plate Institute, MO Crain Highway, Suite 203 MIdodTame, , MD 20601 Tarr Padre East Bud. FL 36610 Job Truss Truss Type Qty Ply T23816819 5206_PALEO_PINES_CT CJ3 Comer Jack 14 1 Job Reference (optional) w l anpa, r�r, r aarya, r� - aaaov, u.43u s Apr zu zuzi MI I eK mouSVles, Inc. Mon May 3 17:20:25 2021 Page 1 ID:vouwzCvKYXJJQIOxKUfgU?ykgVm-EbOmdKeaugLXMWTLuVloe2 WewUMgyhPIEDYxG7zKBXK 1-0-0 3-0-0 1-0 0 3" Scale=1:10.8 2x4 = t T_1.5x8 STP = 3-0.0 3-0-0 Plate Ofrsets (X Y)— ]2:0-1-14,0.0-10] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (IGc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 2-0 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Harz(CI) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly apptled or 3.0-0 oc pur ins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=04W, 4=Mechanical Max Horz 2=74(LC 12) Max Uplift 3= 36(LC 12), 2=110(LC 12) Max Grav 3=72(LC 17), 2=232(LC 17), 4=52(LC 3) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psF, BCDL=3.Opsf; h=15ft; B=4511; L=28ft; eave=oft; Cat. 11; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-11-5 to 2-0-11, Interior(1) 2-0-11 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord five 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 3-8-0 tall by 240-0 wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 th uplift at joint(s) 3 except Qt=1b) 2=110. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer perANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaguiri VelezPt; No:6@182': MT9k;USp, Uic.'01 C6k i634, "04 Parke EaeH3tvd:.Tampa,FL:33810^ Dater May 4,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MITea® connectors. This design Is based only upon parameters shown, and is foran 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 Misses and truss systems, see ANSV/Plf Qualify Crftod4 DSB-89 and BCS1 Buffdtrig Comlimner r 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, MD 206M Tampa, FL 36610 Job Truss Truss Type Qty Ply T23816820 5206_PALEO_PINES_CT CJ5 Comer Jack 14 1 Job Reference o tional umlcers rlrstbource ( I ampa, t-L), 1 ampa, FL - 33b04, BAW s Apr 20 2021 MiTek Industries, Ina Mon May 3 17:20:26 2021 Page 1 ID:vouwzCvKYXJJQIOxKUfgU7ykgVm-EbOmdKeauglXMwTLuVioe2WZRUKmyhPIEDYxG7zKBXK 1 0 0 5-0-0 5-0-0 Scale = 1:15.8 2x4 = ST1.5x8 STP = 5-0-0 Plate Offsets (X,Y)— (2:0.1-14,0-0-10] LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(L-) -0.03 2.4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0-00 3 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-P Weight: 17lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-" oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling* directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0.8-0, 4=Mechanical Max Horz 2=108(LC 12) Max Uplift 3=84(LC 12), 2=122(LC 12) Max Grav 3=150(LC 17), 2=325(LC 17), 4=92(LC 3) FORCES. (Ib) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft; L=28ft; eave=4ft; Cat. It; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-0-11-5 to 2-0-11, Interior(1) 2-0-11 to 4-11-4zone;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 speck to the use of this truss component. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other five 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-" tall by 2-0-0 wide will fit between the bottom Chord and any other members, with BCDL=10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) 3 except (it --lb) 2=122. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Yelei;PE'No.6t1182< MiTek USA, Inc. E.L`'Qert 8834'. , 6904 Pattie East Blvd::Tampa,EL:33&10' Date: May 4,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 6/192020 BEFORE USE ' Design valid for use only with Mi ek® connectors. This design is based only upon parametersshown, and is for on individual building component, not a dnlss system. Before use, the building designer must verify the applicabTity 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 ANSLITPlf Quafiry Crifeda, DSB-89 andBCSI Bufiding Component 6904 Parke East Blvd. Safetyinformallon available mom Truss Plate Institute, 2670 Crain Highway, Suite 203' WaldK MD 20601 Tampa, FL 36010 Job Truss Truss Type Qty Ply T23818821 5206_PALEO PINSE_CT ER Jack -Open 47 1 Job Reference (optional) tlumers rirsmource(I ampa, l-L), imps, FL-33bbrl, 8.430 s Apr 202021 MiTek Industries,Inc Man May 3 17:20:26 2021 Page ID:vouwzCvKYXJJQIOxKUfgU?ykgVm-i'oyBqgfc�LtO42XSCGIAG2guub8h8RTtlVpZzKBXJ M7-0-0 7-" Scale = 1:19.8 44 = ST1.5x8 STP = 7-0.0 Plate Offsets (X,Y) - [2:0-1-14,Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.76 Vert(LL) 0.11 2.4 >721 240 MT20 244/190 TCDL 15.0 LumberDOL 1.25 BC 0.57 Vert(CT) -0.23 2-4 >339 180 BOLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n1a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-041 oc bracing. REACTIONS. (size) 3=Mechanical, 2=04 0, 4--Mechanical Max Harz 2=142(LC 12) Max Uplift 3=111(LC 12), 2=135(LC 12) Max Grav 3=211(LC 17). 2=423(LC 17), 4=128(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=oft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-115 to 2-0-11, Interior(1) 2-0-11 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown Covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent 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-&0 tail by 240=0 wide will fit between the bottom chord and any other members, with BCDL=10.opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(*) except at --lb) 3=111, 2=138. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaguiri Yeler,PE No.8t1182. -Mif USA; Inc: FL'Cert4X , _ �8804 Parke EastBlvd.,Tampa FG 39810- Date: May 4,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/192020 BEFORE USE ' Design valid for use only with MTek® cannectors. This design is based only upon parameters shown, and is for an individual building Component, not a lru s 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 thus web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stablidy 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 thus systems, see ANSYMI Quarity Cdfilla, DSB-89 andBCSf Building Componrrd 6904 Parke East Blvd. SaMWInfiennWon available hom TrussPlate Institute, 2676Crain Highway, Suite 203 Waldorf, MD 20501 I Tampa, FL 366110 Job Truss Truss Type Qty Ply �H,17 123816822 _ 5206_PALEO_PINESCT Diagonal Hip Girder 7 1 Job Reference (optional) HUIlUers rlrMbourOB(I ampa, t-L), Impa, l-L-33bU4, 8.430 s Apr 202021 MiTek Industries, Inc. Mon May 3 17,20:27 2021 Pagel ID:vouwzCvKYXJJQ10xKUfgU7ykgVm-A VW10ggQl7FcEckOwnGjTbsXHuBQTEbhX12LDzKBXl -15-0 5.2-9 9.10-1 5.2-9 4-7-8 Scale=1:20.6 2x4 = "•� 5 3x4 = 5-2-9 1 4-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.05 6-7 >999 240 MT20 2441190 TCDL 16.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.11 6-7 >999 180 BCLL 10.0 Rep Stress ]nor NO WB 0.49 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-SH Weight: 41lb 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=0.10-15, S=Mechanical Max Horz 2=171(LC 8) Max Uplift 4=157(LC 8), 2=166(LC 8). 5=-86(LC 8) Max Grav 4=304(LC 13), 2--485(LC 2), 5=518(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1118/186 BOT CHORD 2-7=-312/11080, 6.7=-3112/1080 WEBS 3.6=1149/332, 3-7=0W4 BRACING - TOP CHORD Structural wood sheathing directly applied or 55-13 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES- (8) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom Chord in all areas where a rectangle 3-&0 tall by 24)-0 wide will fit between the bottom chord and,any other members, with BCDL=10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 5 except at --lb) 4=157, 2=166. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 15=70 Trapezoidal Loads (plo Vert 8=0(F=35, B-35)-to-4=172(F=-51, "1), 2=2(F=9, B=9)-to5=-49(F=15, B=15) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez;PE No.68182': M TeKa15A; Inc.;K'� Cert 8634; . 8804 Pafks.EastBlvd.,Tampa FL 33610' Date: May 4,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE ° Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design iMo the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regard"uig the fabrication, storage, delivery, erection and bmdog of muses and miss systems, see ANWMI qualify, CrrMrla, DSB49 andBCSI Bulldurg Comporient 6904 Parke Fast Blvd. Safetylrrfarmadon available from Truss Plate Institute. 2670 Crain Highway, Sucre 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type qty Ply T23816823 5206 PALEO_PINES_CT Tot Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 317:20:28 2021 Page 1 ID:vouwzCvKYXJJqIOxKUfgU7ykgVm-eA3uFMgSBb76DNBwadlVFh7 PhDt9oskwBnbtSzK8XH r1-0.0 740-0 14-5-2 21-0-0 28.0-0 29 O q 100 74)-0 7-&2 6-6-14 7-0-0 10.0r THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL 5x6 = 5x8 = 2x4 II axe = 5.00 12 3 4 13 14 15 516 17 18 19 6 4x4 = 3x4 = 2z4 // ST1.5x8 STP = <J 8x12 -Y <J <V 3x8 11 6x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 10.0 Rep Stress Ina NO BCDL 10.0 Code FBC2020frP12014 LUMBER - TOP CHORD 2x4 SP No.1 'Except' 3-6: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except' 4-10,6-10: 2x4 SP No.2 Scale - 1:50.7 orraxoorr- 3xB CSI. DEFL In (IGc) Vdefl Ud PLATES GRIP TC 0.82 Vert(LL) -0.12 9-10 >999 240 MT20 244/190 BC 0.81 Vert(CT) -0.26 9-10 >910 180 WB 0.98 Horz(CT) 0.03 7 n/a n/a Matrix-SH Weight: 152 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-" oc pudins. BOT CHORD Rigid ceiling directly applied or 5-10-15 oc bracing. REACTIONS. (size) 2=D-8.0, 7=0-8-0, 11=D-8-0 Max Horz 2=85(LC 7) Max Uplift 2=288(1_13 18), 7=551(LC 8). 11=1173(LC 8) Max Grav 2=265(LC 13), 7=1736(LC 20). 11=4154(LC 2) FORCES. (Ib) -Max. Comp -/Max Ten. -Al forties 250 (lb) or less except when shown. TOP CHORD 2-0=,308/1135, 3-4=337/1478, 4-5=2428f778, 5-6=2429/777, 6-7=3568/1013 BOT CHORD 2-12=1010/353, 11-12=1197/396, 10-11=1355/438, 9-10=833/3245, 7-9=831/3203 WEBS 4-10=1173/4126, 5-10=9801510, 6-10=900/220, 6-9=52/826, 4-11=2415/855, 3-11=1049/305, 3-12=63/325 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL-3.Opsf; h=15ft; B=15ft; L=28ft; eave=oft; Cat II; Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom Chord 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 3S0 tall by 24)-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jtAb) 2=288, 7=551, 11=1173. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 437 lb down and 173lb up at 7-0-0, 135lb down and 138 lb up at 9-0.12, 135 lb down and 138 lb up at 11-0-12, 135 lb down and 138 lb up at 13-0-12, 135 lb down and 138 lb up at 14-11-4, 135 lb down and 138 ib up at 16-11-4, and 135 lb down and 138 lb up at 18-11-4, and 437lb down and 173 lb up at 21-0-0 on top chord, and 446 lb down and 122 lb up at 7-0-0, 89 lb down at 9-0-12, 89 lb down at 11-0-12, 89 lb down at 134142, 89 ib down at 14-11-4, 89lb down at 16-11-4, and 89 lb down at 18-11-4, and 446 lb down and 122 lb up at 20-11-4 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquiri Velez Pl,• No.88182. MiTek USA, Inc.,FL Cert1i834. , 5804 PaikeEairt Blvd,,Tatnpa FL 33810 Date: May 4,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5I79R020 BEFORE USE. , Design valid for use only with WWI) 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 vetify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required forstabi6ty 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 , ANS197P11 puaHW Cdteda, DSBd9 and SCSI Sullding Component 6904 Parke East Blvd. Sarefyfnfomrallon available from Truss Plate Institute, 2670 Crain Highway, suite 203 Waldarf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T23816823 7Job 5206_PALEO_PINES_CT T01 Hip Girder 1 1 Reference (optional) tiunaers rlrstbource (I ampa, FL), I Bmpa, hL-;M(54, 8.430 S Apr 20 2021 MTek Industries, Inc. Mon May 317:20:28 2021 Page 2 ID:vouwzCvKYXJJQIOxKUfgU?ykgVm-eA3uFMgSBb76DNBwadIVFh7_PhDtgoskwSnbtScK8XH LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=70, 3-6=70, 6-8=70, 2-7=20 Concentrated Loads (lb) Vert 3-419(F) 6= 419(F) 9=-386(F) 13-135(F) 14=135(F) 15=135(F) 17=135(F) 18=135(F)19=135(1`) 20=-386(F) 21=-64(F) 22=64(F) 23=64(F) 24=64(F) 25-64(F) 26=-64(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual bugling component, not a truss system. Before use, the bugling 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 MiTek' is always required for stabliily and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of tnuses and taus systems, see ANSbM1 quality CrWrA OS949 andBCSI Brdrdurg Componard 6904 Parke East Blvd. SafetyiMormatlon avalable from Tmss Plate lnsehde, 287a Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36510 Job Truss Truss Type Qty Ply T23816824 5206_PALEO_PINES_CT T02 Hip 1 1 Job Reference o tional Builders Firstsource (Tampa, FL), Tampa, FL - 33564, 8.430 s Apr 20 2021 MTek Industries, Inc. Mon May 31720:29 2021 Page 1 ID:vouwzCvKYXJJQ ID)KUfgUTykgVm-6NdHSih4yvFzrXm67KpkougFZ5a8uNEt9r W 9PuzKBXG r1-0-0, 4-9-14 9-0-0 1310-4 194-0 23 2-2 28 0-0 28 0 Q r0 0 4914 42-2 410-0 �- 51-12 42-2 4914 1 0 0 Scale = 1:50.7 5x6 ZO 11 4x8 = c— r 4 14 5 15 6 V • •.3x4 = ST1.5x8 STP = 3x4 = 5x8 = 3x4.= 4x4 = LOADING (pst) SPACING- 240-0 CSI. DEFL in floc) Ildeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.14 8-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.32 B-10 >749 180 BCLL 10.0 ' Rep Stress Ina YES WE)0.46 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix-SH Weight: 134 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or431 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-". 12="-O, 8=0-8-0 Max Horz 2=106(LC11) Max Uplift 2=99(LC 12), 12=463(LC 12), 8=-303(LC 12) Max Grav 2=207(LC 21), 12=1734(LC 17), 8=959(LC 18) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23=-80/452, 3.4=192f732, 45=705/322, 5.6=692/314, 6-7=11801397, 7-8=1556/552 BOT CHORD 2-12=-372/137, 11-12=320/203, 10.11=217/1027, 8-10--441/1387 WEBS 3-12=4421257, 6-10=-55/443, 7-10=4121247, 4-12=1279/500, 5-11=400/207, 4-11=413/1246, 6-11=-462/116 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-secend gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=oft; Cat II; Grp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-115 to 2-0-11, Interior(1) 2-0-11 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(l) 13-2-15 to 19-0-0, Exterior(2R) 194)-0 to 234-6, Interior(1) 23.4-6 to 28-115 mne;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 rive 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 = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (it=1b) 12=463, B=303. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the 'signature must be verified on any electronic copies. Joa4uiii Wlsi;PE N6.6illit 'MTek; USA, kic..Ft. 6rt 6634, 6040arke.East Blvd.,Tampa,FL 3360' Date: May 4,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE Design valid for use only with MireM 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 thus web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required forstaDrTdy and to prevent collapse with possible personal injury and'propedy damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSYMI Qwilty CrHeda, DS589 andBCSI Bulldurg Component 6904 Padre East Blvd. Safety information evai able from Truss Plate Institute. 2070 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply �T03 T23816825 5206_PALEO_PINES_CT HIP GIRDER 1 q J Job Reference o optional) t7mlaers Mrsmource (I ampa, FL), I ampa, FL - 33bb4l, 8.43U S Apr Zq 2021 MITex Industries, Ina Mon May 3 17:20:31 2021 Page 1 ID:vouwzCvKYXJJQIOxKUfgU7ykgVm-2(I1tOJLUW Wg5rwVFIrCtJISDvMgMAJAc97GUnzKSXE 5.1-10 9 7-0 14-0_0 18 4 8 21-0 0 2228 0 0 28 0 O 5.1-10 4574 4 4 B 4 4 8 1— 11 -Z I 5.1-10 7x10 = e nn 2x4 11 6x8 = Scale = 1:50.5 4x8 13 ie n lu u STI.&B STP = ST1.5x8 STP —_ ST1.5x8 STP = 10x12 = 8x10 = 3x8 11 48 — 6x8 = 3x6 I I FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. LOADING (psi) TCLL 20.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 24)-0 Plate Grip DOL 126 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TPI2014 CSI. TC 0.98 BC 0.36 WB 0.91 Matrix-SH DEFL. in Vert(LL) -0.12 Vert(CT) -0.26 Horz(CT) 0.03 (loc) Well Ud 9-10 >999 240 9-10 >918 180 7 n1a We PLATES GRIP MT20 244/190 Weight: 567 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 •Except• TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc pudins. 35: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 cc bracing, Except: BOT CHORD 2xB SP 24DOF 2.0E 6-0-0 oc bracing: 1-13. WEBS 2x4 SP No.3 *Except* 3-11;5-11: 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 13=0-8-0, 7=04-0 Max Hors 1=111(LC 6) Max Uplift 1=1905(LC 20), 13=-4138(LC 8), 7=2007(LC 8) Max Grav 1 =657(LC 6), 13=14667(LC 2), 7=6798(LC 20) FORCES. (lb) -Max. CompJMax Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1282/4663, 2-3=1388/4927, 3-0=9524/2755, 45=9524/2755, 5-6=13031/3784, 6-7=15902/4560 BOT CHORD 1-13=-4273/1242,12-13=232/523, 11-12=256/597, 10-11=-3405/12339, 9-10=4097/14583, 7-9=— 97/14583 WEBS 2-13= 447/236, 3-13=12892/3700, 3-12--647/1947, 5-10=207617143, 6-10=3716/1138, 6-9=1029/3757, 4-11=362/164, 3-11=3385/11904, 5-11=-3761/1123 NOTES- (12) 1) 3-ply truss to be connected together with 10d (0.131w) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 05-0 cc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc, Except member 6-9 2x4 - 2 rows staggered at 0.4-0 oc. This item has been 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to electronically signed and ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. Sealed by V@I@Z, Joaquin, PE 3) Unbalanced roof five loads have been considered for this design. 4) Wind: ASCE 7.16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=oft; Cat using a Digital Signature. 11; Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 Printed copies of this 5) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements spec document are not considered to the use of this truss component. signed and sealed and the 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads. signature must be Verified 8) • This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide on any electronic copies. will fit between the bottom chord and any other members, with BCDL=10.Opsf. Joaquiri Velez,PE N6.66i!97 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) MiTek, USA,;Inc.;F.L 6ert634, , 1=1905, 13=4138, 7=2007. 664'ParkoEasiBlvd. ,T.empa,FL33810, 10) This truss has large uplift reaction(s) from gravity load case(s)at Jt 1. Proper connection is required to secure truss against upward Date: movement at the hearings. Building designer must provide for uplift reactions indicated at Joint 1. May 4,2021 ®WARNING - Verify design parmeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual bung 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 indtMual truss web andfor chord members only. Additional temporary and permanent bracing MOW fabrication.required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, defivery, erection and bracing of trusses and toss systems. see ANSMPH Quality Crite,114 OSB-89 and BCSrBurrdmg Component Tamp Parke Blvd. Sefety4dormaaon available fmm Truss Plate Institute, 2570 Crain Highway, Suite 203 Waldorf, MD 20601 1 Tampa, FL 3661 36870 Job Truss Truss Type aty Pty T23816825 1216_PALEO_PINES_CT Tru HIP GIRDER 1 3 Job Reference (optional) Builders FrstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Apr 20 2021 MTek Industries, Inc. MOn May 3 17:20:31 2021 Page 2 ID:vouwzCvKYXJJQIO)KUfgU?ykgVM-2II1t0)LUV W Ug5rwVFIrCUISDvMgMAJAc97GUnzK8XE NOTES- (12) 11) Hanger(s) or other connection devioe(s) shall be provided sufficient to support concentrated load(s) 2155 lb down and 599 lb up at 8-11.4, 2098 Ib down and 599 Ib up at 10-11-4, 2115lb down and 599 lb up at 12-11-4, 2172 lb down and 606 lb up at 14-11-4. 2031 lb down and 606 lb up at 16-11-4, and 2031 lb dawn and 604 lb up at 18-11-4, and 4366 lb down and 1303 lb up at 20-9.12 on bottom chord. The design/selection of such connection devioe(s) is the responsibility of others. 12) "This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=70, 35=70, 5-8=70,1-7=20 Concentrated Loads (III) Vert 9=-4129(B) 15=1941(B) 16=1941(B)17=1941(B)18=1937(B)19=1937(B) 20=1937(B) ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE ' Design valid for use only with MTek® connectors. Tbis 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 buik9ngdesign. Bracing Indicated is to prevent budding ofindividual truss web and/or chord members only. Additional temporary and permanentbrarmg MiT®k� Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVI roll Quafity Criteda, DS" andBCS1 Building Coraporrent 69D4 Parke East Blvd. Safety trdorruatfoo available from Truss Plate Institute, 2670 Crain Highway, Suite 20 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Pty �T()4 T23816826 5206_PALEO_PINES_CT HIP GIRDER 1 q J Job Reference optional) mumer9 rlfsitwurce ( I ampa, I-L), 18mpa, rL - 33D04, U.43U S Apr "ZU ZUZ1 MI I eK Inausmes, Inc. man May 3 17:20:35 2021 Page 1 ID:vouwzCvKYXJJOIOxKUfgU7ykgVm-xX YlmrYIGGZSEGUbwBl9wDvWjjil2GmXnzTGYzK8XA 12-1-3 17-0111 22 a0 26-11-7 31-10.13 37-0-0 440.0 4S 0 p 411-7 111-7 4-11-7 4-11-7 5.15 7_" Scale=1:60.0 _ 2x4 II 5.00 12 6x8 2x4 li 48 = 4x8 = 4x8 = 2x4 II 6x8 = 3 22 23 4 24 25 26 5 27 28 6 7 29 8 30 31 32 9 33 34 10 ii 2 Iq ST1.5x8 STP = 21 35 36 20 37 38 19 18 39 40 17 41 42 16 15 43 44 14 45 46 13 ST1.54 STIR = 46 = 2x4 11 5X8 = 7x8 NIB = 4x8 = 2x4 11 5x8 = 2x4 11 4x6 = 2x4 II 7x8 WB= - LOADING (pst) SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d TCLL 2D.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.37 17 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.79 17 >658 180 BCLL 10.0 Rep Stress Incr NO WB 0.68 Horz(CT) 0.14 11 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 3-7,7-10: 2x6 SP M 26 BOT CHORD BOT CHORD 2X6 SP M 26 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-0 Max Harz 2=83(LC 7) Max Uplift 2=1342(LC 8), 11=1342(LC 8) Max Grav 2= 4486(LC 2). 11=4487(LC 2) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-0=10539/3024, 3-4=14293/4185, 45=14291/4183, 5.6= 17804/5203, 6-8=17804/5203, 8-9=14292/4184, 9-10=14295/4186, 10-11=10540/3025 BOT CHORD 2-21=2683/9622, 20-21=2685j9660, 18-20--4814/16928, 17-18=4814/16928, 16-17=-4815116930,14-16=-4815/16930,13-14=2686/9661,11-13=2683/9623 WEBS 3-21=52/738, 3-20=1551/5359, 4-20=785P391, 5-20=3045/887, 5-18=0/404, 5-17=284/1033, 6-17-6681349, 8-17=282/1030, 8-16=0/404, 8-14=-3047888, 9-14=784/390, 10.14=1551/5359,10-13=52f738 PLATES GRIP MT20 244/190 Weight: 817 tb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc pudins. Rigid ceiling directly applied or 10-M oc bracing. NOTES- (11) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9.0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 Do. This item has been Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to electronically signed and ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. sealed by Velez, Joaquin, PE 3) Unbalanced roof live loads have been considered for this design. using a Digital Signature. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=4511; L=28111; eave=5ft; Cat n Printed copies of this p 11; Exp B; End., GCpi�.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific document are not considered to the use of this truss component. signed and sealed and the 6) Provide adequate drainage to prevent water ponding. Signature must be verified 7) This truss has been designed for 10.0 psf bottom chord live toad nonooncurrent with any other live loads. ' electronic leCIC copies. On any eleciii:pE 8) This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide Joaquin VeI No. will fit between the bottom chord and any other members, with BCDL=10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (it= i1b) 4k USA,inc.,FL Cert4634'. ' 2=1342 11=1342 Bi104 Parke EaSi Blvd.,Tampa.FL3381b' Date: May 4,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-74173 rev. 5/1921120 BEFORE USE ' Design valid for use only with MIME 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 Mire k' is always required forstabdrty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabriragon, storage, delivery, erection and bracing of busses and truss systems, see ANSIQPIf Qoa/Ity Cdfei/a, DSB-e9 andBCS/ "aft Component 6904 Parke Fast Blvd. SaMylMormatlan available from Truss Plate Institute. 2570 Crain Highway. Suite 203 Waldorf, MD 20801 Tampa, Fl. 36610 Job .rV. Qty Fly 5206_PALEO_PINES_CT T04 HIP GIRDER 1 q T23816826 Builders FirstSource (Tampa, FL), Tampa, FL- J=A, Job Reference o tional 8.430 s Apr W 2021 MiTek Industries, Inc. Mon May 3 17:20:35 2021 Page 2 NOTES- (11) ID:vouwzCvKYXJJQIOxKUfgU?ykgVm-xX_YllmrY]06ZSEGUbw819wDvWjil2GmXnzTdYzKBXA 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 441 lb down and 178 lb up at 7-0-0, 135 lb down and 138 lb up at 9-0-12, 135 lb down and 138 lb up at 11-0-12, 135 lb down and 138 lb up at 13-0-12, 135 lb down and 138 lb up at 15-0-12, 135 lb down and 138 lb up at 17-0-12, 135 lb down and 138 lb up at 19-0-12, 135 lb down and 138 lb up at 21-0-12, 135 lb down and 138 lb up at 22-11-4, 135 lb down and 138 lb up at 24-11-4, 135 lb down and 138 lb up at 26-11-4, 135 lb down and 138 lb up at 28-11-4, 135 lb down and 138 lb up at 30-11-4, 135 lb down and 138 lb up at 32-11-4, and 135 lb down and 138 lb up at 34-11-4, and 441 lb down and 178 lb up at 374 -0 on top chord, and 446 lb down and 122 lb up at 7-0-0, 89 lb down at 9-0-12, 89 lb down at 11-0-12, 89 lb down at 13-0-12, 89 lb down at 15-0-12, 89 lb down at 17-0-12, 89 lb down at 19-0-12, 89 lb down at 21-0-12, 89 lb down at 22-11-4, 89 lb down at 24-114, 89 lb down at 26-11-4, 89 lb down at 28-11-4, 89 lb down at 30-11-4, 89 lb down at 32-114, and 89 lb down at 34-114, and 446 lb down and 122 lb up at 36-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-10=70, 10-12=70, 2-11=20 Concentrated Loads (lb) Vert: 3=-423(F) 7=135(F) 10=423(F) 21=386(17) 5=135(F) 18=64(F) 16=-64(F) 8=135(F) 13=-386(F) 22=135(1`) 23=-135(F) 24=135(1`) 26=135(1`) 27=135(1`) 28=135(F) 29=135(F) 30=135(F) 32=135(1`) 33=135(1`) 34=135(F) 35=64(F) 36=64(F) 37=64(F) 38=64(F) 39=64(F) 40=64(F) 41=64(F) 42=64(F) 43=-64(F) 44=64(F) 45=64(F) 46=-64(F) ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required forstability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYM11 qualify Criteria, DSB-89 and BCSI Building Component Safelylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 6904 Parke East Blvd. Tampa, R. 36610 Job Truss Truss Type Qty Ply T23816827 5206_PALEO PINES_CT T05 Hip 1 1 Job Reference (optional) ouuucrs nrsrouurw t idr "pd. rL). idnipd, rL-sJOo4, tl.4.5USAprzuzuzl mlleK lnaustnes, Inc. mon may 37t:zu:3bzuz1 Nagel ID:vouwzCvKYXJJQ IOxKUfg U7ykg Vm-PIYww5n-n38zBcoS2JRNa MTQ6wxT1 TrvmRi09_zK8X9 -1-0-0 4-9-14 9-0-0 15-4-3 22-0-0 35-0-0 39-2-2 1 0 0 MAN 4-2-2 6-0-3 6 7-13 13 0.0 42-2 49 14 0. 5.00 12 6x8 = 2x4 11 4 21 22 523 ei d 4x8 = 48 = 6 7 2x4 11 6x8 = 824 25 26 9 Scale = 1:80.0 N ST1.5x8 STP = 19 18 17 16 15 14 13 ST1.5x8 STP = 5x6 = 4x4 = 6x8 = 2x4 11 6x8 — 4x4 = 5x6 = 5x8 = 5x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 125 BCLL 10.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020rrPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-7,7-9: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 `Except' 14-18: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=105(LC 10) Max Uplift 2=645(1_13 12), 11=-645(LC 12) Max Grav 2=2203(LC 17), 11=2203(LC 18) 26-8-11 35-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TC 0.52 Vert(LL) -0.41 16 >999 240 MT20 244/190 BC 0.89 Vert(CT) -0.88 16 >594 180 WB 0.79 HOrc(CT) 0.18 11 n/a n/a Matrix SH Weight: 274 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-3 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-5-15 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4657/1500, 3-4=-4386/1368, 4-5=5659/1830, 5-6=5657H 829, 6-8=-5657/1829, 8-9=5658/1830,9-1O=4386/1368,10-11=-4658/1500 BOT CHORD 2-19=1297/4291, 17-19=1109/4086, 16-17=1811/6282, 15-16=1811/6282, 13-15=1120/4007, 11-13=1311/4213 WEBS 4-19=35/403, 9-13=35/404, 5-17=505/256, 6-16=0/290, 8-15=505/256, 4-17=618/1949, 6-17=743/203, 6-15=743/203, 9-15=618/1949 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft: B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-11-5 to 2-0-11, Interior(1) 2-0-11 to 9-0-0, Exterior(2R) 9-M to 13-2-15, Interior(1) 13.2-15 to 35-0-0, Exterior(2R) 35-M to 39-4-8, Interior(1) 39-4-8 to 44-11-5 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 = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=645,11=645. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code:' This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquiri Velei,PE N6A182': 'MITek USAJnc..FLCort 6634; (I Parke East Blvd. Tampa 1`036.1b° Date: May 4,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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, note 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 system, see ANSM11 Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available fmm Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T23816828 5206_PALEO_PINES_CT T06 Hip 1 1 Job Reference (optional) owwew nlmouulce\ I au,Pa, r h IaIIIPd, rL-O -, o.43u s mprzu zuzi mr l eK lnausules, Inc. mon may 31/:2u:3t12uzi Hagei ID:vouwzCvKYXJJQ IOxKUfgU?ykg Vm-L5gg LnokggOhQwyr9jTrfnYjgjcOVReCDkC7EtzK8X7 -1 5-9-14 11-0-0 18-4-9 25-7-7 33.0-0 38-2-2 44-0-0 5-9-14 5.2-2 7-4-9 7-2-13 7-4-9 5-2-2 5.9-14 5.00 F12 5x8 = 4 22 23 2x4 11 3x6 = 3x4 = 5x8 = 5 6 7 24 25 8 Scale = 1:80.0 ST1.5x8 STP = 19 18 17 16 15 14 13 12 ST1.5x8 STP = 5x6 = 2x4 11 4x4 = 5x8 — 4x8 = 4x4 = 5x8 = 4x4 = 2x4 11 5x6 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.71 BC 0.86 WB 0.58 Matrix-SH DEFL, Vert(LL) Vert(CT) Horz(CT) in (loc) I/deg Lid -0.37 15-16 >999 240 -0.78 15-16 >666 180 0.19 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 257lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. 4-6,6-8: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-3 9 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpt 7-16 WEBS 2x4 SP No.3 REACTIONS. (size) 2=048-0, 10=0-8-0 Max Horz 2=127(LC 11) Max Uplift 2=645(LC 12), 10=645(LC 12) Max Grav 2=2208(LC 17), 10=2208(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-0=-4704/1451, 3-4=-4125/1323, 45=-4885/1619, 5-7=-4885/1619, 7-8=-4889/1621, 8-9=-4125/1323, 9-10=-4705/1451 BOT CHORD 2-19=1244/4342, 18-19=1244/4342, 16-18=1036/3832, 15-16=1390/4892, 13-15=1044/3736, 12-13=-1259/4248, 10-12=1259/4248 WEBS 3-18=576/237, 4-18=74/507, 4-16=422/1420, 5-16=539/274, 7-15=-589/270, 8-15=425/1425, 8-13=73/505, 9-13=579/237 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -0-115 to 2-0-11, Intedor(1) 2-0-11 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 33-0-0, Exterior(2R) 33-0-0 to 37-2-15, Interior(1) 37-2-15 to 44-11-5 zone;G-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 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. electronically signed and 4) Provide adequate drainage to prevent water ponding. sealed by Velez, Joaquin, PE 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 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 Printed copies of this p will fit between the bottom chard and any other members, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) document are not considered 2=645,10=645. signed and sealed and the 8) '"This manufactured product is designed as an individual building component. The suitability and use of this component for any signature must be verified particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." on any electronic copies. Joaquiri VeIeri PE 46.68182. MITek USA, Ip'c.;Ft Cert6634.. 6604 Parke East Btvd..Tampa,FL 33810 Date* May 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. At 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 Mirek` 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?Pll Qualify Criteria, DSB-89 andBCSI Buillding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20801 Tampa, FL 36610 Job Truss Truss Type Qty Ply T23816829 5206_PALEO_PINES_CT T07 Hip 1 1 Job Reference (optional) uuibaers rmsisource t I ampa, t-L), I ampa, Jr-L. - 33004, 5.4S13 S Apr zu zuzl MI I eK maUsmeS, Inc, Man May 3 l f2U:4U 2UL7 rage 1 ID:vouwzCvKYXJJ010xKUfgU?ykgVm-IUoRm'eq_MHePgD5EHB WJkCd?9Xb¢I/Uh2hEImzKBX5 -1-0 0 6 914 13 0-0 19-0-0 25-0-0 31 0 0 37-2-2 44 0 0 4S0 p 1-0-0 6-9.1� 6 2-2 8-0-0 6 0 0 5.00 12 5x8 = 2x4 11 4 21 22 23 5 5x6 = 5x8 = 6 24 2526 7 Scale = 1:80.0 0 ST1.5xe STP = 18 17 rU 15 14 r' 12 11 ST1.5x8 STIR = 5x6 = 2x4 11 4x4 = 5x8 = 4x8 = 4x4 = 5x8 = 4x4 = 2x4 11 Sx6 = LOADING (psi) TCLL 20.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 REACTIONS. (Size) 2=0-8-0, 9=041-0 Max Harz 2=148(1_C 10) Max Uplift 2=645(LC 12), 9--645(LC 12) Max Grav 2=2211(LC 17), 9=2211(LC 18) CSI. DEFL. in (too) I/deft L/d PLATES GRIP TC 0.96 Vert(LL)-0.3314-15 >999 240 MT20 2441190 BC 0.86 Vert(CT) -0.71 14-15 >736 180 WB 0.73 Horz(CT) 0.18 9 n/a n/a Matfix-SH Weight: 265 lb FT = 20°% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6.7-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. , All forces 250 (11b) or less except when shown. TOP CHORD 2 3 4688/1446, 34=3886/1270, 4-5--413811417, 5.6=4138/1417, 6-7=4144/1420, 7.8�3885H269, 8-9=-4689/1446 BOT CHORD 2-18=1232/4337, 17-18=1232/4337, 15-17=955/3605, 14-15=1156/4150, 12-14=965/3501, 11-12=1246/4228. 9-11=124614228 WEBS 3-18=01258, 3-17=818/310, 4-17=101/577, 7-12=98/571, 8-12=8211311, 8-11=0/258, 5-15=-440/227, 6-14=510/221, 4-15=272/933, 7-14=277/942 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=28ft; eave=5ft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-0-115 to 2-0-11, Interior(1) 2-0.11 to 13-0-0, 6dedor(2R) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 31-0.0, Extedor(2R) 31-0.0 to 35-2-15, Interior(1) 35-2-15 to 44-115 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 far 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 psi bottom chord rive load nonconcuffent with any other five 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 240-0 wide will fit between the bottom Chord and any other members, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except (It --lb) 2=645,9=645. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin VelezPE No.8818ti. MiTek U$A; In'c,.FL Curt 8834: . -6904 Parke East Blvd. Tampa.FL 336b• Date: May 4,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II.7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with MiiTek® connectra ors. This design Is based only upon pametersshown, and Is for an Individual building component, not a buss 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 MiTek° is always required forstabli ty and to prevent collapse with possible personal bmlury and property damage. For general guidance regarding the fabrication, storage, dehvery, erection and bracing of trusses and toss systems, see ANSIRPIf Quarrty Crtteda, OS9419andB(SI Brdid ng Component 6904 Parke East Blvd. Safety hdiolm iffon available from Toss Rate Institute. 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply T23816830 5206_PALEO PINES_CT T08 Hip 1 1 Job Reference (optional) ouuuars ru.rauurw t r enupa, ruy, u drupd, rL - aaao•t, ST1.5xB STP = 4x8 = 7-2-2 o.wu s mpr zu zuz i mr r eK mausmes, Inc. man may a 1 rzu:ai zuzi rage 1 5.00 12 5x8 = 2x4 11 5x8 = 420 21 5 22 6 17 1610 zit 14 zb 1s 12 11 2x4 II 5x8 = 4x8 = 4x4 = 2x4 11 44 = 5x8 = Scale=1:81.4 ST1.5x8 STP = 4x8 = LOADING (pst) SPACING- 24).0 CSI. DEFL in (loc) I/de8 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.31 14.16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.66 14-16 >924 180 BCLL 10.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.16 9 file n/a BCDL 10.0 Code FBC20207rP12014 Matrix SH Weight: 257 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3.0-9 oc pudins. BOT CHORD 2x6 SP M 26 *Except- BOT CHORD Rigid ceiling directly applied or 7-10-8 oc bracing. 13-15: 2x6 SP No.2 WEBS 1 Row at midpt 2-16, 8-12 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 9=0-8-0 Max Horz 1=168(LC10) Max Uplift 1 =-575(LC 12), 9-650(LC 12) Max Grav 1=2494(LC 17), 9=2579(LC 18) FORCES. (Ib) -Max. Comp.Mlax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2- ,Wg/1445, 2-4=4320/1225, 4-5=4358/1310, 5-0=-4358/1310, "=4317/1220, 8-9=5433/1438 BOT CHORD 1-17=1221/5047, 16-17=1221/5047, 14-16=885/4008, 12-14=891/3906, 11-12=1230/4904, 9-11=123014904 WEBS 2-17=0/467, 2-16=1157/380, 4-16=116/874, 4-14=173f714, 6-14=176R16, 6-12=1141871, 8-12=1143/373, 8-11=0/462, 5-14=546/270 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=42psf; BCDL=3.0psf: h=15ft; B=45ft; L=28ft; eave=5ft; CaL II; Exp B; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2E) 04-0 to 3.4-0, Interior(l) 3-4-0 to 15-", Exterior(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 29.0-0, Extedor(2R) 29-0-0 to 33-2-15, Interior(1) 33-2-15 to 454)-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 fora 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 3-0.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (it --lb) 1=575,9=650. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Valei PE No,68182. MiTek.USA:Irfc.;FLCort 634- 61340arke East Blvd. Tampa FL,336f0' Date: May 4,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE Desgn valid for use only with MTekV connectors. This design is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal injury and property damage. Forgeneral guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANWM1 Quality Crifezra, D.S19•89 and BCSI BuWft Con4m0ert 6904 Parke East BIW. Safety Irdormatlan available from Tr ss Plate Institute. 2870 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T23816831 5206 PALED PINES_CT T09 Hip 1 1 �J.bWerenoe(tipti.n.11 muuuers nrsrauurce t i ampa, rLf. I ampa, IL - 0sx4, m4uu s Apr LU LULI MI i eK Inousmes, Inc. Mon May 3 7 (:zu:4z zu21 5-7-12 5.00 F12 5x6 = 3x4 = 5x8 = 5 216 22 7 ST1.5x8STP= rC 'r 16 " to 15 rg lJ 4x8 = 4x4 = 8)(8 = 4x8 = 4x4 = 4x8 = 8x8,= Scale=1:81.4 ST1.54 STP = 4x8 = LOADING (psi) TCLL 20.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-" Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/rP12014 CSI. TC 0.77 BC 0.96 WB 0.91 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) ` in (loc) Udefi Ud -0.43 15-16 >999 240 -0.75 15-16 >691 180 0.15 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 265 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-11 oc purtins. BOT CHORD 2x6 SP M 26 *Except- BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 14-17: 2x6 SP No.2 WEBS 1 Row at midpt 6-16. 6-15 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 11-0-841 Max Horz 1=-189(LC10) Max Uplift 1=575(LC 12). 11=-646(LC 12) Max Grav 1=2485(LC 17). 11=2567(LC 18) FORCES. (lb) -Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=,5411/1480, 2-4=5125/1396, 4.5=3993/1176, 5.6= 4651/1128, 6-7=3649/1132, 7-8=-3991/1175, 8-10=5112/1387, 10-11=5397/1465 BOT CHORD 1-18=1270/5041, 16-18=1035/4393, 15-16=-867/3794, 13-15=1051/4243, 11-13=126814884 WEBS 2-18-- 357/230, 4-18=120/754, 4-16=918/345, 5-16=271/1227, 6-16= 391/127, 6-15=393/130, 7-15=272/1226, 8-15=9121342, 8-13=102/744, 10-13= 354/221 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vufl=170mph (3second gust) Vasd=132mph; TCDL=4.2psf. BCDL=3.0psf; h-15ft; B=45ft; L=2811; eave=5ft; Cat. II; Exp B; End., GCp'r-0.18; MWFRS (directional) and C-C Exterior(2E)114-0 to 3.4-0, Interior(1) 3-4-0 to 174)-0, Exterior(21R)174)-0 to 21-2-15, Interior(1) 21-2-15 to 27-0-0, Exterior(2R) 274)-0 to 31-2-15, Interior(1) 31-2-15 to 44-11-5 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 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. electronically Signed and 4) Provide adequate drainage to prevent water ponding. Sealed by Velez, Joaquin, PE 5) This truss has been designed fora 10.0 psf bottom chord five load nonooncurrent with any other live loads. using a Digital Signature. 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 Printed copies of this p will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (itAb) document are not considered 1=575. 11=646. signed and sealed and the 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any signature must be verified particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building cede" on any electronic copies. Joaquin Velrizj'E 14, 6A182,: MT@N,USp ;InC. FL; Cart 8834, , 6904'ParkA Eaitt Blvd. Tampa FL 33810' Date: - May 4,2021 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/182020 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 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 M iTek' is always required forstability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSIQP/f Quality CrIterla, DSB-69 aodBCSI Bur7ding Component 6904 Patios East Blvd. Safety lnfomrmon available tram Truss Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T23816832 5206 PALEO_PINES_CT T10 Hip 1 1 Job Reference (optional) mum0ersrusrbource(Iampa,rt.), lamps, rL-aaao4, i 5.00 52 5x6 = Sx8 = 5 20 21 6 ST1.5rd3 STP = <+ cv ry 15 cv 4x8 = 4x4 = 6x8 = 4x8 = t1.4JU S Apr ZU ZUZI mt I eK mausme$, ina Mon May 3 l r:zu:4b zuzi 14 ra cr cv .c 4x4 = 6x8 = 4x4 = Scale = 1:81.4 ST1.5x8 STIR = 4x8 = 19 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.98 BC 0.84 WB 0.40 Matrix-SH DEFL. in (loc) Well Ud Vert(LL) -0.38 12-14 >999 240 Vert(CT) -0.67 12-14 >77G 180 Horz(CT) 0.15 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 263lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 15: 2x4 SP No.t BOT CHORD Rigid ceiling directly applied or 75-2 oc bracing. BOT CHORD 2x6 SP M 26 *Except* WEBS 1 Row at midpt 4-15, 6-15, 7-14 13-16: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 10=0-6-0 Max Horz 1=21O(LC 10) Max Uplift 1=-575(LC 12), 10=646(LC 12) Max Grav 1--2505(LC 17), 10=2589(LC 18) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5420/1464, 2-4=5103/1377, 45=3733/1123, "=-3395/1086, 6-7=3738/1122, 7-9=-5097/1367,9-10=541111449 BOT CHORD 1-17=1247/5059, 15-17=994/4298, 14-15=725/3403, 12-14=1010/4151, 10-1 2=124614891 WEBS 2-17=-4041252, 4-17=134/947, 4-15=1114/381, 5-15=209/1056. 6-14=206/1121, 7-14=1109/378, 7-12=117/937, 9-12=599/243 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf; h=151t; B=45ft L=28ft; eave=5ft; Cat II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0.4-0 to 34-0, Intedor(1) 3.4-0 to 194)-0, Exterior(2R) 19-0-0 to 23-2-15, Interior(1) 23.2-15 to 25-0.0, Exterior(2R) 25-0-0 to 29-2-15. Interior(1) 29-2-15 to 44-115 zone;C-C for members and This item has been 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 electronically signed and to the use of this truss component. sealed by Velez, Joaquin, PE 4) Provide adequate drainage to prevent water ponding. using a Digital Signature. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • Printed copies of this p 6) This truss has been designed for a five load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chard and any other members, with BCDL = IO.Opsf. document are not Considered 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) signed and sealed and the 1=575,10=646• signature must be verified 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." on any electronic copies. Joaquin Yeioi PE N6:(18-lk: MiTek,USA;dnm.;FL Cer16834', ,. 6 04ParkeEastBLvd.,Tampa,FL:33610• Date: May 4,2021 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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 thus 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 busses and buss systems, see ANSM11 Quality Criteria, DSB49 and SCSI BLdWng Component Safety information available fromTruss Plate Inshlule, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tamp East Blvd. Tampaa,, FFILL 36610 Job Truss Truss Type Oty Ply T23818833 Frence 5206_PALE0_PINES_CT T11 Hip 2 1 (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ST1.5x8 STP = 4x8 = 8.430 s Apr 20 2021 MTek Industries, Inc Mon May 317:20:46 2021 Sx6 = 5x6 = 5.00 12 _ 18 17 rV " 15 14 " '12 Al 20 11 4x4 = 6x8 = 4x4 = 44 = 6x8 = 4x4 = 2x4 11 Scale = 1:81.1 SI'1.5x8 STP = 4x8 = LOADING (psi) TCLL 20.0 TCDL 15.0 BCLL 10.0 ' BCDL 10.0 SPACING- 24)-0 Plate Grip DOL 125 Lumber DOL 1.25 Rep Stress Inca - YES Code FBC2020ITP12014 CSI. TC 0.94 BC 0.75 WB 1.00 Matrix-SH DEFL in (loc) Vdeft L/d Vert(LL) -0.33 15-17 >999 240 Vert(CT) -0.59 15.17 >880 180 Horz(CT) 0.16 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 270 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except• TOP CHORD Structural wood sheathing directly applied. 5-6: 2x4 SP No.2 BOT CHORD Rigid Ceiling directly applied or 7-7-10 oc bracing. BOT CHORD 2x6 SP M 26 `Except' WEBS 1 Row at rrddpi 4-15, 7-14 13-16: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=041-0, 10=041-0 Max Harz 1=222(LC 10) Max Uplift 1=576(LC 12), 10=-576(LC 12) Max Grav 1=2482(LC 17),10=2482(LC 18) FORCES. Qb) - Max. Comp.Mlax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-f>414/1426, 2-4=-4430/1239, 4-5=-3404/1049, 5-6=3079/1017, 6-7=3404/1049, 7-9=-4430/1239, 9-10=6f15/1426 BOT CHORD 1-18=1222/5052, 17-18=1222/5052, 15-17=950/4149, 14-15=-636/3113, 12-14=-94514012, 11-12=1223/4886, 10-11=1223/4886 WEBS 2-18=0/434, 2-17=996/321, 4-17=86/827, 4-15=1380/416, 5-15=260/1054, 6-14=260/1054. 7-14=1380/416, 7-12=-86/827, 9-12=097/321, 9-11=0/434 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3second gust) Vasd=132mph; TCDL=4.2psF, BCDL=3.Opsf; h=15ft; B--45ft; L=28ft; eave=5ft; Cat II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0.4-0 to 3-4-0, Intedor(1) 34-0 to 214)-0, Exterior(2E) 21-0-0 to 23-0-0, Extedor(2R) 23-0-0 to 27-2-15, Intedor(1) 27-2-15 to 4341-0 zone;C-C for members and forces & MWFRS for reactions This item has been 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 electronically signed and to the use of this truss component. sealed by Velez, Joaquin, PE 4) Provide adequate drainage to prevent water ponding. Using a Digital Signature. 5) This truss has been designed for a 10.0 psf bottom chord rive load nonconcurrent with any other live loads. ' Printed copies of this p 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. document are not Considered 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (it=1b) signed and sealed and the 1=576. 10=576. signature must be verified 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any on any electronic copies. let is anui� particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." c Jo i Yel No. MiTekUSA,;ItIc,FLCert,11-6 ',. 6904ParkoEa9 81vd.Tempa.FL33l)10 Dater May 4,2021 A WARNING -vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51IM= BEFORE USE. Design valid for use only with IWuTekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent budding of individual toss web andfor chord members only. Additional temporary and permanent bracing MiTek' Is always required forstabdTity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, see ANS1YM1 Qualify Cdteda, DSB-89 andBCSr Building Component 6904 Parke East Blvd. Safetyfnflem ation available from Truss Plate Institute, 2670 Crain Highway, Suits 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type oty Ply T23818834 52.6_PALEO_PINES_CT �Trlu2ss Common 3 1 Job Reference (optional) CunOers rlrswource (fampa, FL), I Snipe, FL - 33b64, ST1.5x8 STP = 1, cu 4x8 = 4x4 = 6.43U SApr2U 2D21 MIlelc Industries, Inc. Men May 3 11:ZU. Aa Z021 Page 1 5x6 = 5.00 12 5 -14 -13 41 LL lL I I LJ lu 5x8 =44 = 4x4 =5x8 = 44 = Scale=1:78.2 ST1.5x8 STP = 4x8 = I¢ 0 LOADING (psf) SPACING- 240-0 CSI. DEFL. in poc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TIC 0.99 Vert(LL) -0.37 12-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.64 12-13 >816 180 BCLL 10.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.14 9 n1a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 255 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied. 1-3,7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-8-9 oc bracing. BOT CHORD 2x6 SP M 26 •Except- 11-14: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=048-0, 9=0.841 Max Horz 1=232(LC 10) Max Uplift 1�576(LC 12), 9�576(1_C 12) Max Grav 1=2524(LC 17), 9=2524(LC 18) FORCES. (Ib) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-M0/1427. 24=5203/1417, 4-5=4001/1192, 5-6 4001/1192, 6-8=5203/1417 8-9=45430/1427 BOT CHORD 145=1222/5076, 13-15=93014108. 12-13=-60313035, 10-12=919/3982, 9-10=1224/4902 WEBS 5-12=361/1540, 6-12=1000/413, 6.10=259/1149, 8-10=436/270, 5.13=361/1540, 4-13-10001413, 4-15=259/1148, 2-15=436/270 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.0psf; h=15ft; B=4511; L=28ft; eave=5ft; Cat II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0.4-0 to 3-4-0, Interior(1) 34-0 to 2240-0. Exterior(2R) 2240-0 to 2540-0, Interior(1) 25.0.0 to 4348-0 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 fora 10.0 psf.bottom chord rive load nonconcurrent with any other rive loads. 5) • This truss has been designed for a five load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 1=576,9=576. 7) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Veldi;PE N6.66111Z. MiTek USA,, IiIi'41:' Plitt B834; 6904 Parlto.East Blvd..Tempa fL 336111 Date: May 4,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. , Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building coirponem, not a tits system. Before use, the building designer must vedfy the applicabTty, 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 M iTek' Is always required forstabsty 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 tons systems, see ANSVTP11 QuaMy Crireda, DSB419 and BM auirdng Component 6904 Parke East Blvd. Safety hdionnatlon available from Tens Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 38510 Job ss Truss Type Oty Ply �TTrlul T23816835 52,,PALEO_P,NES_CT Hip 1 1 a tional Job Reference ouuuara rubrauurrro trmnpa, rL/. Iampa, rC-4J00% i tL43U s Apr ZU ZUZI MI I eK Inaustnes, Inc. Man May 3 1 r:ZU:49 ZUZ1 5x8 = = 5.00 F12 5x8 5 19 20 6 ST1.5x8 STP — 10 211 Z4 10 14 Zb 13 1z 26 21 11 4x8 _ 4x4 = 6x8 = 4x8 = 4x4 = 6x8 = 4x4 = Scale = 1:78.2 4x8 = i LOADING (psi) TCLL 20.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 24-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2020/TPI2014 CSI. TC 0.93 BC 0.84 WB 0A1 Matrix-SH DEFL. in (loc) Well L/d Vert(LL) -0.38 11-13 >999 240 Vert(CT) -0.67 11-13 >775 180 Horz(CT) 0.15 10 n/a n1a PLATES GRIP MT20 2441190 Weight: 262 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing tiredly applied. 1-3,6 10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-3-5 oc bracing. BOT CHORD 2x6 SP M 26 -Except- WEBS 1 Row at midpt 4-14, 6-14, 7-13 12-15: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8.0, 10=Mechanical Max Harz 1=200(LC 10) Max Uplift 1�579(LC 12). 10=579(LC 12) Max Grav 1=2519(LC 17), 10=2523(LC 18) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=5455/1475, 2-0-"138/1387, 4-5=3772/1134, 5-6=-3432/1101, 6-7=3788/1136, 7-9--5250/1412, 9-10=5610/1513 BOT CHORD 1-16=1283/5084, 14-16=1042/4324, 13-14=754/3440, 11-13=1050/4240, 10-11=1321/5104 WEBS 2-16=AO3/252, 4-16=134/946, 4-14=1113/381, 5-14=213/1072, 6-13=214/1154, 7-13=1169/394, 7-11=155/1031, 9-11=-480/278 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psF BCDL=3.0psf; h=15ft; B=45ft; L=2811; eave--5fh Cat II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 04-0 to 34-0, Intedor(1) 34-0 to 19-0-0, Exterior(2R) 19-0-0 to 23-2-15, Interior(1) 23-2-15 to 25-", Exterior(2R) 25-" to 29-2-15, Interlor(1) 29-2-15 to 43-11-0 zone;C-C for members and This item has been 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 electronically signed and to the use of this truss component. sealed by Velez, Joaquin, PE 4) Provide adequate drainage to prevent water ponding. Using a Digital Signature. 5) This truss has been designed for a 10.0 psf bottom chord live bad nonconcunent with any other live loads. • Printed copies Ot this p 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 240-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. document are not Considered 7) Refer to girder(s) for truss to truss connections. signed and sealed and the 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (itAb) signature must be verified 1=579,10=679. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any on any electronic copies. particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Joaquin Velez PE N6A182r MITek USA, lnq.'FL'Cerf§83C 6804 Parke EastBlvd. Tampa FL 336111' Date: May 4,2021 ® WARNING -Verify design paremeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with MfrekO 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 applicab0ay of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required forstabifdy and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSUMI Quality Cdter14 ASB-89 and SCSI Bufh ding Component 6904 Parke Fast Blvd. Safetyfnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tamgra F4 36610 Job Truss Truss Type oty Ply T23616836 5206_PALEO_PINES_CT T14 Hip 1 1 LbRefewenco(optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ST1.5x8 STP = 17 4x8 = 4x4 = 8.430 s Apr20 2021 MiTek Industries, Inc. Mon May 31720:51 2021 5.00 12 5x6 = 5x6 = 3x4 = 5 206 21 7 15 15 24 25 14 13 12 6x8 = 4x8 = 4x4 = 4x8 = 6x8 = Scale=1:78.2 48 = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in poc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.87 Vert(LL) -0.45 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.78 14-15 >673 180 BCLL 10.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.15 11 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix-SH Weight: 264 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-11 oc puffins. BOT CHORD 2x6 SP M 26 -Except- BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 13-16: 2x6 SP No.2 WEBS 1 Row at midpt 6-15, 6-14 WEBS 2x4 SP No.3 REACTIONS. (size) 1=D-8-0, 11=Mechanical Max Harz 1=179(LC11) Max Uplift 1=579(LC 12). 11=579(LC 12) Max Grav 1=2499(LC 17). 11=2601(LC 18) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-5446/1491, 2-0=516011407, 4-5=-4031/1187, 5-6 -3685/1143, 6-7=-3707/1148, 7-0=.4052/1192, 8-10=-5281/1436, 10-11=56118/1535 BOT CHORD 1-1 7=1 30415066, 15-17=11084/4418, 14-15=900/3830, 12-14=1095/4348, 11-12=1350/5121 WEBS 2-17=356/229, 4-17=119/753, 4-15=918/344, 5-15=277/1242, 6-15=-405/132, 6-14-383/123, 7-14=279/1249, 8-14=9751358, 8-12=142/844, 10-12=443/259 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuft=170mph (3second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=28ft; eave=5ft; Cat II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 34-0, Interior(1) 34-0 to 17-0-0, Exterior(211)17-0-0 to 21-2-15, Interior(1) 21-2-15 to 2740-0, Exterfor(2R) 27-04) to 31-2-15, Interior(1) 31-2-15 to 43-11-0 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 3.8-0 tall by 240-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 1=579, 11=579. 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Veloi:PE No.8818Z. ' MiTek USA, Inc..FC bit 434. '6804'PafkeEast Blvd.Tampa.FL 33610' Date: May 4,2021 WARNINO - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE �— Design valid for use onlywiith MiTek® connectors. This design is based only upon parameters shown, and is for on Individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and tons systems, see ANSV7Plr quality Cdlede, DSB-89 and 8CSr Building Component 6904 Parke East Blvd. Safety information available from Toss Plate InsOhde, 2070 Crain Higtaway, Suite 203 Waldorf, MD 20601 Tampa, R 36510 Job Truss Truss Type Qty Ply T23816837 5206_PALEO PINES —CT T15 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Apr 20 2021 MiTek Industries, Inc Mon May 317:20:52 2021 Page 1 I D:vouwzCvKYXJJQ IOxKUfgU7ykgVm-xoWzHZzWXz9i641 X_gk7Ek76AMQznoUGRwbti3zK8 Wv 7-&14 15.0-0 22-0.0 29-" 36-2-2 44-M F 7-9.14 7-2-2 7f— —40 7-0 0 7-2-2 7-9-14 5.00 FT 5x8 = 2x4 11 5x8 = ST1.5x8 STP = 16 4x8 = 2x4 If LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 125 TCDL 15.0 Lumber DOL 1.25 BCLL 10.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2020lrP12014 LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 *Except- 12-14: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 9=Medlanical Max Horz 1=158(1_C 10) Max Uplift 1=579(LC 12), 9-579(LC 12) Max Grav 1=2508(LC 17). 9=251 O(LC 18) 419 20 5 21 6 15 14 Gil 13 za �� 11 10 5x8 = 4x8 = 4x4 = 2x4 11 4x4 = 5x8 = Scale = 1:78.2 4x8 = CSI. DEFL. in (roc) Vdefi Ud PLATES GRIP TC 0.58 Vert(LL) -0.3311-13 >999 240 Mf20 244/190 BC 0.72 Vert(CT) -0.5811-13 >896 180 WB 0.42 Horz(CT) 0.16 9 n/a n/a Matrix-SH Weight: 256 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-9 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-8-11 oc bracing. WEBS 1 Row at midpt 2-15, 8-11 FORCES, (lb) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=5485/1457, 2A=4357/1237, 4a5=4411/1325, 5-0=4411/1325, "=4393/1245, 8-9=-5609/1488 BOT CHORD 1-16=1268/5072, 15-16=1268/5072, 13-15-923/4034, 11-13=927/3973, 10-11=129815091, 9-10=129815091 WEBS 2-16=0/466, 2-15=1156/380, 4-15=116/874, 4-13=180/736, 5-13=-547/270, 6-13=169/698, 6-11 =1 27/917. 8-11=1270/409, 8-10=0/477 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2pA BCDL=3.0psf; h=15ft; 9=45ft; L=28ft; eava=5ft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 3-4-0, Intedor(1) 3.40 to 16-0.0. Extedor(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 29-0-0. Exterior(2R) 29-M to 33-2-15, Interior(1) 33-2-15 to 43-11-0 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 fora 10.0 psf bottom chord live load nonconcufrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-041 wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it=1b) 1=¢79, 9=579. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin veleipt fdo.68182. fliNk; USA • In'q. FL Cert 6834, 6II64'Parkoza'si Blvd.Tempa FL 336* Date: May 4,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE Design valid for use only with MlTek® wcomponent connectors. This design is based only upon parameters shown, and is for an individual building coonent, note a buss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall buildi g design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing M iTek' is akvays requlmd forstabdity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the tabtir�tbn, storage, delivery, erection and Wading of busses and truss systems, see ANSU1P1f Quality Mort% DSB.89 and SCSI B"ng Component 6904 Parke East Blvd. SofW limbrmatlon available from Truss Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa. FL 36810 Job Truss Truss Type Qty Ply �TIIS T23816838 5206_PALEO_PINE8CT Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Apr 20 2021 MTek Industries, Inc. Mon May 317:20:53 2021 Page 1 ID:vouwzCvKYXJJQIOxKUfgU?ykgVm-P 4LVi_81HHZIDckXNFMmygFymsjWTEPgaKQFVzKBWu 1-0 0 6 914 13-0-0 20-0 0 27-0 0 34 0 0 41-0-0 44-0 0 i 4b 6914 T 62-2 7-0.0 7-0-0 70.0 7-0-0 5.00 112 5x6 = 3x4 = 4 21 22 5 Scale=1:77.5 3x4 = 34 — 44 = 5x6 = 6 7 e 23 24 9 5x6 ST1.5x8 STP — 18 17 15 Zb 26 15 27 14 13 28 29 12 11 44 = 2x4 11 48 = 7x8 WB = 4x4 = 7x8 VVB = 4x4 = 6x8 = 3x8 11 LOADING (psi) SPACING- 24)-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 10.0 Rep Stress Ina YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 'Except' 1-4: 2x4 SP No.1, 4-7: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=6 0, 11=Mechanical Max Horz 2=199(LC 12) Max Uplift 2=641(LC 12). 11=586(LC 12) Max Grav 2=2609(LC 17). 11=2475(LC 19) CSI. DEFL. in (loc) Udell Ud PLATES GRIP TC. 0.89 Vert(LL) -0.3515-17 >999 240 MT20 244/190 BC 0.36 Vert(CT) -0.6315-17 >835 180 WB 0.90 Horz(CT) 0.13 11 n/a n/a Matrix-SH Weight: 278lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or B- -8 oc bracing. WEBS 1 Row at midpt 5-17. 6-13, 10-11 2 Rows at 1/3 pis B-12 FORCES. (Ib) -Max. CompJMax. Ten. -All fortes 250 (Ib) or less except when shown. TOP CHORD 23=-5560/1416, 3-4=4694/1238, 45=4308/1200, 5.6=5125/1362, 6-0=-4133/1104, 89=13521408, 9-10=1478/407, 10-11=24781677 BOT CHORD 2-18=1416/5086, 17-18=1416/5086, 15-17=1341/5075, 13-15=1271/4822, 12-13=953/3584 WEBS 3-18=0l345, 3-17=--877/310, 4-17=245/1387, 5-17=1080/269, 5-15=23/292, 6-15�55/482, 6-13=10321356, 8-13=232/1411, 8-12=2836/771, 9-12=0/318, 10-12=59112296 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf: h=1511; B=45ft; L=28ft; eave=5f4 CaL II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-0-11-5 to 2-0-11, Interior(1) 240-11 to 13-0-0, Extedor(2R) 13.0-0 to 17-2-15, Interior(1) 17-2-16 to 4140-0, Exterior(2E) 4140-0 to 43-10-4 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 nonconcunent 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 tit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=641, 11=586. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez;PE N6.68182�: 'MiTek 09A; Ine. *L 6rt 66U: AS'00PafkeEasi 6tvd. Tampa,FL:33810' Date: May 4,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with WOO 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 ofdesign parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Queflty Cnted4 DS04?9 and SCSI 8 ing Componerit 6904 Parke Fast Blvd. SaW linformadon available Dom Tr ss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, F'L 36610 Job Truss Truss Type Qty Ply T23816839 5206 PALED PINES CT T17 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 317:20:55 2021 Page 1 ID:vouwzCvKYXJJQ IOxKUfgU?ykgV m-LNC6wb?OquXH7J06foHgrNlanaQ2z3DiBupXJOzKBWs 1 5 914 11 0 0 19 0-0 2740.0 35-0 0 43-0.0 5 9-14 5 2-2 8-0 0 B-0-0 8 0 0 8-0.0 5.00 12 Scale=1:77.5 5x8 2x4 II 3x6 = 3x8 = 3x6 = 2x4 11 5XI I S 4 22 23 5 6 7 24 B 9 25 26 10 11 �a ST1.6x8 STP = 19 18 17 16 15 14 13 12 5x6 = 2x4 II 4x4 = 5x8 = 4x8 2x4 11 7xB = 6x8 = 6x8 = LOADING (psi) TCLL 20.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Cade FBC2020ffP12014 CSI. TC 0.94 BC 0.88 WB 0.81 Matrix-SH DEFL. in (loc) Well Ud Vert(LL) -0.36 15-16 >999 240 Verl(CT) -0.76 15-16 >688 180 HOfz(CT) 0.16 12 Na n/a PLATES GRIP W20 244/190 Weight: 272lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4,10-11: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-15 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpt 7-13, 10-13 WEBS 2x4 SP No.3 *Except* 10-13: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 12=Mechanical Max Horz 2=199(LC 12) Max Uplift 2=-641(LC 12), 12=586(LC 12) Max Grav 2=2235(LC 17), 12-2088(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 cab) or less except when shown. TOP CHORD 25=-4769/1417, 3.4=-4200/1292, 45=--.052/1584, 5-7=5052/1584, 7-9=-3378/1052, 9-10=-3378/1052 BOT CHORD 2-19=143314349, 18-19=143314349, 16-18=1221/3850, 15-16=1490/4870, 13-15=1490/4870, 12-13=1471409 WEBS 3-18=564/234, 4-18=72/515, 4-16=-408/1485, &I6=6041305, 7-15=0/306, 7-13=1712/537, 9-13=-602/305, 10.13=101913419, 10-12=20701782 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.OpsF, h=15ft; B=45ft; L=28ft; eave=5ft; Cat 11; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-0-11-5 to 2-0-11, Interior(1) 2-0-11 to 11-0-0, Exderior(2R) 11-0-0 to 15.2-15, Interior(1) 15-2-15 to 43-0-0, Exterior(2E} 4340-0 to 43-10-4 zone;C-C for members and forces & MWFRS for This item has been 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 electronically signed and to the use of this truss component. sealed by Velez, Joaquin, PE 4) Provide adequate drainage to prevent water ponding. using a Digital Signature. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • Printed copies of this p 6) This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 24W wide will fit between the bottom chord and any other members, with BCDL=10.Opsr. document are not Considered 7) Refer to girder(s) for truss to truss connections. signed and sealed and the 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=1b) signature must be verified 2=61u 9) 'Thiss manufactured product is designed as an individual building component. The suitability and use of this component for any on any electronic copies. Joaquin Veiez,PE No.86162�: particular building is the responsibility of the building designer perANSI TPI 1 as referenced by the building code." J*UiITIlk US}k Inc.,FL Cert B834, 69Q4 Parke East Blvd. Tampa,FL 33410' Date: May 4,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE • Design vard for use only with MiTeW connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSHIPI f Quality Crileda, DS849 and SCSI Building Component 6904 Parke East Blvd. Safetylnformallon available from Thus Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36810 Job Truss Truss Type Oty Ply T23816840 5206 PALEO_PINES_CT. T18 Half Hip 1 1 Job Reference (optional) Builders FirstSource (rampa, FL), Tampa, FL - 33564, 8.430 s Apr 20 2021 MTek Industries, Inc. Man May 31720:56 2021 Page 1 ID:vouwzCvKYXJJQ10xKUfgU7ykgVm-qZMU7x00bCf7ahKIDVo3Oaloo IR'VhsMYZ4rgzK8Wr 1-0{I 4914 W2 161-1 23-" 29-11-10 3611:15 A 0 i-0 d 4-9-14 42-2 7-1-1 6-11-5 &11-5 6 11, 7-1-1 5.00 12 7X8 = 4x4 = 4x6 = 2x4 11 4 2021 6 6 7 4x8 = 4x8 = 22 8 g ST1.5xB STP = 1B 17 16 75 14 13 12 5x6 = 44 = 7x8 = 4x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 10.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020frP12014 LUMBER - TOP CHORD 2x6 SP No.2'ExcepC 1-4: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 "Except 15-17: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-17,5-16,8-16,8-13,11-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 12=Mechanical, 2=0-8-0 Max Harz 2=178(LC 12) Max Uplift 12=583(LC 12), 2=-646(LC 12) Max Grav 12=2093(LC 17), 2=2228(LC 17) 2x4 II 7x8 WB = Scale = 1:77.5 2xil 11 5xB = 10 23 44 11 7x10 = 4x8 II CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP TC 0.73 Vert(LL) -0.4316-17 >999 240 MT20 . 244/190 BC 0.94 Vert(CT) -0.91 16-17 >573 180 WB 0.86 Horz(CT) 0.17 12 n/a n/a Matrix-SH Weight: 292 lb Fr = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-2 oc pur ins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-13, 11-13 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4708/1470, a4=-4442/1339, 4-5=-5883/1827, 5-7=6330/1921, 7-8=-6330/1921, 8-10=3457/1043, 10-11=3457/1043,11-12=1976/660 BOT CHORD 2-1 8=1468/4290,17-18=127914091. 16-17=1834/5899, 14-16=1670/5531, 13-14=1670/5531 WEBS 4-18=29/402, 4-17=630/2078, 5-17=806/326, 5-16=141/552, 7-16=-471/231, 8-16=283/902, 8-14=0/274, 8-13=234Of716, i0.13=522/285, 11-13=1162/3855 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuh=170mph (3-second gust) Vasd-132mph; TCDL=4.2psf; BCDL=3.Opsf, h-15fi; B=4511; L=2811t; eave=5ft; Cat II; Exp B; Encl., GCpl�=O.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-D-0, Intedor(1) 2-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(l) 13-2-15 to 43-1D-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 rive load nonconcurrent with any other live loads. 6) • This truss has been designed for a rive 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (it=1b) 12=583, 2=646. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any, electronic copies. Joaquin Nelei PE No.68102`. MTek,USA, nc,-.FLCeftl63k . §liO4;0arke EastBlvd.Tampa.FL 33610' Date: May 4,2021 WARNING - Verilydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required forstatillky and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcmion, storage, delivery, erection and bracing oftnrsses and tntss systems, see ANSYMI Qmfity CrReda, DSB-a9 and SCSI Balloting Component 6904 Parke East Blvd. Safety falormalfan available from Truss Plate Institute, 2670 Crain Hthway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply ' T23816841 5206 PALED PINES CT T19 HALF HIP GIRDER 1 3 Job Reference (optional) BUBOers FlrstSOUrCe (Tampa, FL), Tampa, FL - 33554, o.4au s mar zuzi MI IeK Ineusmes, MC. I tie May 411:11:31 ZU21 Page 1 ID:vouwzCvMJJQIOxKUfgU7ykgVm-oMjME95nQDkMpLSh6bx7xcgQP9yfO1MGCtem8zK 69 1 D 0 71333 1949 2550 31-7-7 I 37-8-13 44A-0 7-0-0 633 6-1-7 6 1-7 6 1-7 6 1-7 6-33 Scale = 1:77.5 5.00 F12 6x8 = 2x4 II 8x12 = 3 18 19 4 20 21 22 5 23 24 25 2x4 II 8x12 = 2x4 II 5x6 = 626 27 28 297 30 31 32 8 33 34 35 36 9 ST1.5x8 STP = 17 37 38 16 39 40 15 41 42 43 14 44 13 45 46 4712 48 49 50 11 51 52 53 10 4x6 = 2x4 II 7x8 = 2x4 11 4x8 = 6x8 = 2x4 11 5A2 = US II LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 24).0 Plate Grip DOL 1.25 Lumber DOL 125 Rep Stress Incr NO Code FBC2020ffP12014 CSI. TC 0.65 BC 0.37 WB 0.69 MatrixSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (foe) Well Ud -0.38 14-15 >999 240 -0.80 14-16 >654 180 0.12 10 nia n/a PLATES GRIP MT20 2441190 Weight: 847 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP M 26 •Except• TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, 13: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* 3 18,518,5 14,7-14,7-11 9 11: 2x4 SP No.2 REACTIONS. (size) 10=Mechanical, 2=0-8-0 Max Horc 2=142(LC 8) Max Uplift 10=1296(LC 8), 2=1327(LC 8) Max Gray 10=4447(LC 2), 2=4439(LC 2) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=10454/2989, 3-18=14948/4371, 18-19=14949/4371, 4-19=14951/4372, 4-20=14948/4370, 20-21=14948/4370, 21-22=14948/4370, 22-23=14948/4370, 5-23=14948/4370, 5-24=1705514973, 24-25=17056/4973, 25-28=17058/4973, 6-26=17056/4973, 6-27=17056/4973, 27-28=1705614973, 28-29=17056/4973, 7-29=17056/4973, 7-30= 8480/2470, 30-31=8480/2470, 31-32=43480/2470, 32-33=8480/2470, 8-33=8480/2470, 8-34=8480/2470, 34-35=8480/2470, 35-36=-8480/2470, 9-36= 3480/2470, 9-10=4186/1312 BOT CHORD 2-17=2793/9544, 17-37=2795/9585, 37-38=2795/9585, 1638=2795/9585, 16-39�5065/17347, 39-40=5065/17347, 40-41=5065/17347, 15-41=-5065/17347, 15-42= 5065/17347, 42-43�5065/17347, 43.44=5065/17347, 14-04= 5065117347, 14-15=-t112/14095, 1345=-4112/14095, 13.46=-4112/14095, 46-07=-4112/14095, 12-47=-4112/14095, 12.48=-4l l2/14095, 48-49-4112/14095, 4950--4112/14095, 1150=4112/14095 This item has been WEBS 3-17=481797, 3-16=1728/5949, 4-16=962/485, 5-16=2660f764, 5-15=0/508, electronically signed and 5-14=3191122, 6-14=836/438, 7-14=94713257, 7-12=0/501, 7-11 =6174/1 806, sealed by Velez, Joaquin, PE 8-11=-884/478, 9-11=267619188 using a Digital Signature. NOTES- (12) Printed copies of this 1) 3-ply truss to be connected together with 10d (0.131.4") nails as follows: document are not Considered Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. signed and sealed and the Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-941 oc. signature must be verified Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to on any electronic copies. ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. Joaquin ValeZPE No.88182 . 3) Unbalanced roof live loads have been considered for this design. MiTeki)SA,:Inc:,FL Cert17634: 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave�ft; Cat. 8804ParkeEaiFBIvd.Tampa.FL;93870' 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 Date: 5) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loadinq requirements specific (tens A ')1n9 i to the use of this truss component. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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 thus 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 iVliTek" Is always required forstability, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systerns, see ANSOP/f quality Cdfeds, OSS-89 and SCSI aultdrng Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 2670 Crate Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss TrussType Ply TQty T23818641 5206PALEO_PINES_CT T19 HALF HIP GIRDER 3 Job Reference (optional) uuuaers r-Ou ce, 1ampa, rranr Wry, rrenaa JJ000i Meek BA30 s Mar 22 2021 MTek Industries, Inc. Tue May 417:11:31 2D21 Page 2 NOTES- (12) ID:vouwzCvKYXJJQIOxKUfgU?ykgVm-oMjME95zxrDkMpLSh6bx?xcgQP9yfO1MGCtem8zK fill 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chard live load nonconcunent 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 wiltfit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1296 lb uplift at joint 10 and 1327 lb uplift at joint 2. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 437 lb down and 182 lb up at 740-0, 135 lb down and 138 lb up at 9-0-12, 135 lb down and 138 lb up at 11-0-12, 135 lb down acid 138 lb up at 13-0-12, 135lb down and 138 lb up at 15-0-12, 135lb down and 138 lb up at 17-0-12, 135 lb down and 138 lb up at 19-0-12, 135 lb down and 138 lb up at 21-0-12, 135 lb down and 138 lb up at 22-11-4, 135 lb down and 138 lb up at 24-11.4, 135 lb down and 138 lb up at 26-11-4, 135 lb down and 138 lb up at 28-11-4, 135 lb down and 138 lb up at 30-11-4, 135 lb down and 138 lb up at 32-114, 135 lb down and 138 lb up at 34-11-4, 135 lb down and 138 lb up at 36-11-4, 135 lb down and 138 lb up at 38-11-4, and 135 lb down and 138 lb up at 40-11-4, and 138 lb down and 138 lb up at 42-11-4 on top chord, and 446 lb down and 122 lb up at 7-0.0, 89 lb down at 9-0-12, 89 lb down at 1140-12, 89 lb down at 13-0-12, 89 lb down at 15-0-12, 89 lb down at 17-0-12, 89 lb down at 19-6-12, 89 lb down at 21.0-12, 89 lb down at 22-11-4, 89 lb down at 24-11-4, 89 lb down at 26-11-4. 89 lb down at 28-11-4, 89 lb down at 30-11-4, 89 lb down at 32-11.4, 89 lb down at 34-11-4, 89 lb down at 36-11-4, 89 lb down at 38-11-4, and 89 lb down at 40-11-4, and 90 lb down at 42-11-4 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 12) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer perANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-9-70, 2-10=20 Concentrated Loads (lb) Vert 3=-419(B) 17=386(B)16=-64(B) 4=135(8)18=135(1]1)19=135(B) 21=135(B) 22=135(B) 23=135(B) 24=135(B) 25=135(B) 26=135(B) 27=135(B) 28=135(B) 29=135(8) 30=135(B) 31=135(B) 33=135(B) 34=135(B) 35=135(B) 36=138(B) 37=464(B) 38=64(B) 39=-64(B) 40=64(B) 41 64(B) 42=64(B) 43=64(B) 44=-04(B) 45=-64(B) 46=64(B) 47=-64(B) 48=64(B) 49=-64(B) 50=-I4(B) 51=64(B) 52=-64(B) 53=-65(B) ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/192020 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 applicabirdy of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek' is always required forstabitity and to prevent coltapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSWPH Quality Crthida, VSB419 andBCSI Building Component 6904 Parke Fast Blvd. Safety tMomration available from Thus Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ply Ply T23618642 5206 PALED PINES CT T20 Hip Girder 1 1 Jab Reference (Optional) cwur:" ...... P., rwmr—y, o.a;w s mar zz [vet mr Ien mausules, Ina I ue may a 13:3wzu ZuZI Page t ID:vouwzCvKYXJJQIOxKUfgU?ykgVm-xsuyLboZHvZMvPwNCwGuudkoyK brphdmwwjDMzJtbZ 1 0 0 7-0-0 13-0-0 20-0-0 21 0 0 1 6 0 7-0-0 6-0-0 7-" 1 0 0 11 5x8 = 48 = Scale=1:36.0 ST1.5x8 STIR = 2x4 11 5x6 W8 = 3x4 = ST1.5x8 STIR = 3x8 = 3x8 = LOADING (psfl TCLL 20.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor NO Code FBC2020/TPI2014 CSI. TC 0.76 BC 0.86 WB 0.31 Matrix-SH DEFL. in Vert(LL) -0,14 Ven(CT) -0.30 Horz(CT) 0.10 (loc) Well Lid 7-9 >9119 240 7-9 >772 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 83lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wooly sheathing directly applied or 3-2-4 oc pudins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-4 oc bracing. WEBS 2x4SPNo.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2--0-", 5=0-8-0 Max Horz 2=84(LC 23) Max Uplift 2=667(LC 8), 5= 667(LC 8) Max Grav 2=1939(LC 2), 5=1938(LC 2) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23=-3993/1280, 3-10=3623/1222, 10-11=3623/1222, 4-11=-3623/1222, 4-5=3995/1280 BOT CHORD 2-0=1076/3581, 9-12=107813620, 8-112=1078/3620, 8-13=1078/3620, 7-13=1078/3620, 5-7=1077/3584 WEBS 3-9=43/788, 4-7=46/802 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=oft; Cat. It; Exp B; End., GCp1=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurfent with arty other rive loads. • This item has been 6) This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6A tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. electronically signed and 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 667lb uplift at joint 2 and 667 lb uplift at sealed by Velez, Joaquin, PE joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load34 s) 371 lb down and 3 lb up at using Digital Signature. g a g g 7-", 135 lb down and 138 lb up at 9-0-12, and 135111 down and 138 Ib up at 10-11-4, and 371 lb down and 343 lb up at 13-0-0 on Printed copies of this top chord, and 446 Ib down and 122 Ib up at 7-0-0, 89lb down at 9-0-12, and 89 lb down at 10-11-4, and 446 lb down and 122 lb up document are not considered at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. signed and Sealed and the 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). "This signature must be verified g 10) manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." on any electronic copies. Joaquiti Wtei)PE 06AIi14. LOAD CASE(S) Standard MiTek;USA IWO'.dirt 634', . 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 9904 Parks East Blvd. Tampa.FL9391b' Uniform Loads (plf) Date: Vert: 1-3=70, 3-4=70, 4-6=70, 2-5=-20 May 4,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual budding component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent budding ofirMividualtruss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required forstabMiily 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 thus systems, see ANSUfR1 Qua/fly CAterfa, DS8$9 andBCS1 Building Component 6904 Parke East Blvd. Safetyhdbrmadon available from Truss Plate Institute, 2070 Crain Highway. Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type qty ply T23616842 5206 PALEO_PINES CT T20 Hip Girder 1 1 Job Reference optional) ouuuaa nrauuwue, anrPa, rrmn -ty, rrunua oaaoo 0.43U S Mar ZZ ZUdl MIIeK mausmes, Inc. I Ue May 413:3b2ti ZWZ1 Page Z ID:vouwzCvKYXJJQIOxKUfgU?ykgVm-xsuyLboZHvZMvPwNCwGuudkoyK brQhdmvuwjDMzJtbZ LOAD CASE(S) Standard Concentrated Loads Qb) Vert 3=-324(13) 4=324(13) 9=-366(13) 7=-386(B) 10=135(B)11=135(B) 12=64(B) 13=64(13) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119r1020 BEFORE USE. • Design wild for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual budding component, not a tnLss system. Befora use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall buildingdesign. Bracing indicated is to prevent budding of individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek• is always required forstability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and trusts systems, see ANSH7P1f Quality Criteria, DS0419 and BCSI Building Component 6904 Parke East Blvd. Safely/Mormation available from Truss Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, AM 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T23816843 5206_PALEO_PINES_CT T21 HIP 1 1 Job Reference (optional) Builders FtrstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 1721:03 2021 Page 1 10:vouwzCvKYXJJQ IOxKUfgU?ykgVm-Bvh7bK6PyMYBwmNf7TQrA343EoAWrrquz7lybwzK8Wk -1-0-0 4-9-14 9-0-0 11-0-0 15:2-2 20-M 21-0-0 140-0 4-9-14 42-2 2-0.0 42-2 4-9-14 1 0 0 511.bxu 51 N= 4x4 = 4x4 = 4x4 = 3x4 = 4x6 = 3x4 = Scale = 1:36.4 ST1.5xa STP = 4x4 = I$ 9-0-0 2-0-0 19-0-0 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.16 7-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.34 7-9 >685 180 BCLL 10.0 Rep Stress Incr YES WB 0.19 Hofz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 90 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10.8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8.0, 7=0-8-0 Max Hofz 2-107(LC 10) Max Uplift 2=332(LC 12), 7=-332(LC 12) Max Grav 2=1035(LC 17), 7=1035(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-0=1718/677, 34=13651514, 4-5=1219/508, 5.6=13651514, 6-7=1718f677 BOT CHORD 2-11=548/1616, 9-11=30611242, 7-9=555/1536 WEBS 3-11=-421/274, 4-11=-68/333, 5-0=-68/333, 6.9=421/274 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. 11; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-0-11 to 1-115, Interior(1) 1-115 to 9-0-0, Exterior(2E) 9-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-4-6, Interlor(1)154-6 to 2140-11 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 rive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except (it --lb) electronically signed and 2=332, 7=332. sealed by Velez, Joaquin, PE 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any using a Digital Signature. particular building is the responsibility of the building designer per ANSI TP11 as referenced by the building code." Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. J6a4uiii WkiPE'No.88182 i • k Cert8834; , . TMiTa;USA,Ine;�,El; 804 PaWO EastBlvd. Tampa.F03810' Date: May 4,2021 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 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, tha building designer must verify the applicability of design parameters and property incorporate this design into the overall Wilding design, Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and pemtaneM bracing MiTek' is always required for stabTity, 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 FII QuaUty CdteyA OSS49 andBCSI SuUdng Component Tamp Parke East Safelyinfomration available hom Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 3aT10 Job T Truss Type Qty Ply T23816844 5206_PALEO_PINES CT V01russ Valley 1 1 Job Reference (optional) HUllders Fvst5ource (Tampa, FL), Tampa, FL - 33504, 8.430 s Apr 20 2021 MiTek Industries, Inc Mon May 31721:04 2021 Page 1 ID:VouwzCvKYXJJQIOxKUfgU?ykgVm-b6FVog62ifg?Ywxrh6xxjGdHACeGalol CnVV7MzK8VvI 4-10-9 8.10.8 12-10-9 17-9-0 4.10.9 3.11-15 4.0.1 4-10-7 Scale = 1:28.3 4x4 = 3x4 - r 3x4 2x4 11 5x6 = 2x4 11 LOADING (psf) SPACING- 2-0.0 CSI. DEFL in (loc) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 025 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(CT) n/a - n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 61 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc purilns. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 1Q4)-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 17-7-13. Qb) - Max Horz 1=-86(LC 10) Max Uplift All uplift 100 Ito or less at joint(s) 1, 5, 7 except 8=165(LC 12), 6-165(LC 12) Max Grav All reactions 250lb or less atjoint(s) 1, 5 except 7=324(LC 17), 8=505(LC 17), 6=505(LC 18) FORCES. Qb) -Max. CompJMax Ten. -All forces 250 Qb) or less except when shown. WEBS 2-8=333/274, 4-6�3 /274 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28111; eave=4fl Cat II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 8-10-8, Exterior(211) 8-10-8 to 11-10-8, Interior(1) 11-10-8 to 16-11-15 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom Chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide This item has been 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 100lb uplift at joint(s)1, 5, 7 except electronically signed and at --lb) 8=165, 6=165. sealed by Velez, Joaquin, PE 8) "This manufactured product is designed as an individual building component The suitability and use of this component for any using a Digital Signature. particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Vela=;PE No.861i12 MiTek USp,Jnc.iFL dirt liex 8804 Parke East Blvd. Tamp&FL 33efo Date:_ May 4,2021 A WARNING -Verify design parameter; and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual bung component, not a truss system. Before use, the building designer must vedry the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ' M iTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSVM1 Quality Criteria, DSB-89 andBCS1 Suffdfng Corrrpanent 6904 Parke Fast Blvd. Sa(efylatia nation available from Truss Prato Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tempe, FL 36610 Job s Truss Type Qty Ply T23816845 5206 PALE0_P,NES_CT �TVr(u!' Valley 1 1 o tional Job Reference Builders FlrSISourOe (Tampa, FL), Tampa, FL - 33564, 8.430 s Apr 20 2021 MiTek Industries, Ina Mon May 3 17:21:05 2021 Page 1 ID:vouwzCvKYXJJQIOxKUfgU4ykgVm31ou007gTzosA3W1 EuSAFUATc?zJ19BRRE3gpzK8Wi 6-10-8 13-9-0 6-10.8 640-8 Scale=1:21.9 4x4 = 8 7 6 3x4 5- 2x4 II 5x6 = 2x4 II 3x4 0 t�10 13-9-0 06 13$41 Plate Offsets (X,Y)— r7:0-3-0,0-3-01 LOADING (psf) SPACING- 240-0 CS1. 09FL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.14 Vert(LL) n/a - n1a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a - n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH Weight: 471b 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.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-7-13. (lb) - Max Harz 1=65(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1, 5, 7 except 6=126(LC 12), 8=126(LC 12) Max Grav All reactions 250 lb or less at joints) 1, 5,7 except 6=385(LC 18), 8=386(LC 17) FORCES. (Ib) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=252/250, 2-8=252/250 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf,, h=15ft; B=45ft; L=28ft; eave= 41ft; Cat. 11; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-1 to 4-0-0, Interior(1) 44)-0 to 6-10-8, Exterior(2R) 6-10-8 to 9-9-0, Interior(1) 9-9.0 to 12-11-15 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires Continuous bottom chord bearing. 5) This truss has been designed fora 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 =1 o.Opsf. This item has been 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 5, 7 except (it=lb) 6=126, 8=126. electronically signed and 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any sealed by Velez, Joaquin, PE particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified _on any electronic copies. Joaquin Velez PENo.6618Y: `MiTok; USA; inc..FL Cert illU (19A arke.EaiBlvd.:Tampa'.FL33810' Date: - May 4,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with Week® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSVTPH Quality Cdteda, OSB-89 andBCSI Building Component 6904 Parka East Blvd. Saretyetrormafron available from Truss Plate Institute. 2670 Crain Highway, Suite 203 MIdod, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T23816846 5206_PALEC PINES_CT V03 Valley 1 1 Job Reference (optional) Builders FirstSGurce (Tampa, FL), Tampa, FL - 33564, 3x4 2x4 11 8.430 s Apr 20 2021 MiTek Industries, Inc, Mon May 31721:06 2021 Page 1 ID:vouwzCvKYXJJQIDxKUfgU7ykgVm-XUMGDMBIEHwjnD5Doc Pohid9OJV2CMKf5 CCFzKBWh 4x4 = 3x4 Scale=1:17.6 .g a 10 9-8-6 LOADING (psf) SPACING- 2-0-0 Csl. DEFL in (loc) Udefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL . 1.25 TC 0.22 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) n/a - n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 30 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-04) oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=9-7-13, 3=9-7-13, 4=9-7-13 Max Horz 1=44(LC11) Max Uplift 1=-54(LC 12), 3=-54(LC 12), 4=110(LC 12) Max Grav 1=178(LC 17), 3=184(LC 18), 4=453(LC 19) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=277/261 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psF BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 4-10-8, Exterior(2R) 4-10-8 to 7-10-8, Interior(1) 7-10.8 to 8-11-15 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 speck to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord We 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-&-0 tall by 2-041 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1, 3 except (it=1b) This item has been 4=110. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any electronically signed and particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Jtiaquin-veldi 6 NoA162 MiT¢kU$A IfIC;F,t Cert86347,. iB*Oarke EabfBi4d.4ampa,FL:33810- Date: May 4,2021 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a thus 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 Mire k" is always required for stability and to prevent collapse with possible personal injury and pmperty damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and loos systems, see ANSWRI Quality Crtleria, DSB49 and8CW Braiding Component 6904 Parke East Blvd. Salety brflannaffon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36810 Job Truss Truss Type qty Pty T23816847 5208_PALEO_PINES_CT VO4 Valley 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 317:21:07 2021 Page 1 ID: vouwzCvKYXJJQIOxKUfg U7ykgVm-9hweRhgWa2aPNgQMJVeKvFpxPd UngpTulj9khzK8Wg 5-M T 2-10-8 Scale=1:10.6 ri*TrEli 3x6 = :Q 0 2x4 i;-� 2x4 LOADING (psi) TCLL 20.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020frP12014 CSI. TC 0.16 BC 0.40 WB 0.00 Matrix-P DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) ' I/def L/d n/a n/a 999 n/a - n/a 999 0.00 3 n/a n/a PLATES GRIP tvIT20 244/190 Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc puriins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-7-13, 3=5-7-13 Max Horz 1=23(LC11) Max Uplift 1=56(LC 12), 3=56(LC 12) Max Grav 1=207(LC 17), 3=207(LC 18) FORCES. (Ib) -Max. CompJMax. Ten. - All forces 25D (Ib) or less except when shown. TOP CHORD 1-2=214/257, 2-3=-214/267 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf; h=1511j; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 6) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 240.0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 3. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any This item has been particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin yelaz,O 460182k MiTek USA; lnc..,FLCert 6634, . . 004 Parka East Blvd:.Tempe FL 33f)10' Date: May 4,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 511912020 BEFORE USE Design wild 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 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 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 truing of basses and truss systems, see ANSIRP11 Qualify Cdteda, OSS40 andB(SI Building Component 6904 Parke East Bhd. Safety Orfomradoo available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T23816848 5206 PALEO_PINES_CT V05 Valley 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564. 8.430 s Apr 20 2021 MTek Industries, Ina Mon May 317:21:08 2021 Page 1 ID:vouwzCvKYXJJQ10xKUfgU?ykgVm-11UOe19YmuAQIXFcwl pmo_Gpl4W6gd7PTjHBzK8Wf 2-10-8 5-10.8 9-10-8 2-10 8 + 3-0-0 4.0-0 v 4 a 2x4 11 Scale=1:24.6 4 7 6 5 2x4 l 2x4 11 2x4 11 2x4 11 LOADING (psi) SPACING- 2-" CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a - n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020frPI2014 Matrix-SH Weight: 38 lb FT = 20% ` LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS- All bearings 9-9-14. (lb) - Max Horz 1=154(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5, 7 except 6=132(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=266(LC 17), 6=411(LC 17) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. WEBS 3-6=277/299 Structural wood sheathing directly applied or 64)-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-M Do bracing. NOTES- (7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf BCDL=3.Opsf; h=15ft; B=45111; L=28ft; eave=oft; Cat. II; Exp B; End., GCpl=0.18; MWFRS (directional) and C-C Extedor(2E) 0.9-1 to 3-9-1, Interior(1) 3-9-1 to 9-8-12 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 34-0 tall by 240-0 wide will fit between the bottom chard and any other members, with BCDL=10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 5, 7 except (it=1b) 6=132. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin VelekPE'46.6tj782%. ' MTpk USA, ln'c.,EG' l:ert 6834, 8904Paii .EasiBlvd:TcimpaF499610` Data: May 4,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/192020 BEFORE USE. Design wild for use only with MTeM connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a buss 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 permanent bracing MiTek' is always required forstabJdy and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of muses and truss systems, see ANSYMI Quality Cdfeda, DSB.89 andBCSI MdWMg Component 6904 Parke East Blvd. Safety/ntbrmatfon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Wak od, MD 20601 Tampa, Fl. 36610 Job Truss Truss Type Qty Ply T23816849 5206_PALEO_PINES_CT V06 Valley 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Apr 20 2021 Mi rek Industries, Inc, Mon May 317:21:09 2021 Page 1 ID:vouwzCvKYXJJQIOxKUfgUlykgVm-x32OsNAAXCIHehgoTkX6QKK9FOM2FZ mM3CGpazK8We 7-10.8 8 9-12 ' 7-10-8 0.11-4 Scale = 1:21.5 2x4 5- 2x4 II 2x4 II LOADING (Par) TCLL 20.0 TCOL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-" Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.17 8C 0.20 WB 0.09 Matrix-SH DEFL. in (loc) Well Ud Vert(LL) 0.00 4 n/r 120 Vert(CT) 0.00 4 n/r 90 Horz(CT) 0.00 5 n/a Na PLATES GRIP MT20 2441190 Weight: 30lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 64)-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=7-9-14„5=7-9-14, 6=7-9-14 Max Horz 1=148(LC 12) Max Uplift 5=134(LC 12), 6=131(LC 12) Max Grav 1=116(LC 17). 5=243(LC 17), 6=429(LC 17) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-6=278/266 NOTES- (7) 1) Wind: ASCE 1-16; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.0psf; h=15ft; 8=45ft; L=28ft; eave=oft; Cat. 11; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0.9-1 to 3-11-4, Interior(1) 3-11-4 to 8-9-12 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a five load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will 6t 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 100lb uplift at Jolnt(s) except WIb) 5=134, 6=131. this item has been 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any electronically signed and particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Valez;PE No.68182. MTgk,l1SA, Inc.;Fl Cert 6634' 6604 Parko EaetB)vd.Sampa.FL 35810 Date: May 4,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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 applicabfrity 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 MOW 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 ANSYMI OuaOty Crdeda, DS64117 and SCSI augmng Component 6904 Parke East Blvd. Sahiyfnformatlan available from Truss Plate Institute, 2EI70 Crain Highway, Suite 203 Waldorf, MD 20801 Tampa, FL 36810 Job Truss Type Qty Ply T23B16850 520E PALEO_PINES CT �Tr(uss Valley 1 1 Jab Reference o tional Builders FirstSource (ramps, FL), Tampa, FL - 33564, 8.430 a Apr 20 2021 M7ek Industries, Inc. Mon May 317:21:09 2021 Page 1 ID:vouwzCvKYXJJQ IDxKUfgU?ykgVm-x32OsNAAXC IHehgDTkX6QKKAJDOQFZTmM3CGpazKBWe 5.10.8 83.12 5-10.8 0-11 _4 Seale = 1:17.1 2x4 5r 2x4 II 2x4 ll LOADING (pst) TCLL 20.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC202Q/TPI2014 CSI. TC 0.10 BC 0.11 WB 0.08 Matrix-P DEFL. In (loc) Udefi Ud Vert(L-) 0.00 4 n/r 120 Vert(CT) 0.00 3 n/r 90 Horz(CT) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directy applied or5-10-8 oc puffins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid coiling directly applied or 104)-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=5-9-14, 5=5-9-14, 6=5-9-14 Max Horz 1=114(LC 12) Max Uplift 6=125(LC 12). 6=84(LC 12) Max Grav, 1=75(LC 18), 5401(LC 17), 6=308(LC 17) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. WEBS 2-6=232/256 NOTES- (7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psF, BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 6-9-12 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 forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five Toads. 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 2440 wide will fit between the bottom chord and any other members, with BCDL - 10.0psf. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 6 except (V-lb) 5=125. This item has been 7) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any electronically signed and particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this I document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velei;PE N6.68182,'; 'MiTekUSA, lnc. FL Cert 60341 . 8804 Parke EasTBlvd:.Tampa.FL 33810' Data: May 4,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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 buss web andfor chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, de0very, erection and bracing of trusses and truss systems, see ANSYMI Quehily0flada, DSB-0 and SCSI Bulldhig Component 6904 Parke East Blvd. Safety/nfomradon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tama, FL 36610 Job Truss Truss Type Qty Ply T23816851 5206_PALEO PINES_CT V08 Valley 1 1 Job Reference (optional) t i dulvd, rLl, r ampa, rr-- ooaov, n.43u S Apr ZU ZUZ1 MI I eK Inclustnes, Inc, Mon May 3 17:21:10 2021 Pagel ID:..CvKYXJJQ10xKUfgU?ykgVm-PFcm3jBolVQ8GrP?1S2LyXtKDdlh 1YwajygLOzKSWd 3-10.8 4-&12 3-10-8 0-11_4 scale = 1:12.8 2x4 � 2x4 II LOADING (psl) TCLL 20.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-04) Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.15 BC 0.17 WB 0.00 Matrix-P DEFL. In (too) Vdell Ud Vert(LL) 0.00 3 n/r 120 Vert(CT) 0.00 3 n/r 90 Horz(CT) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc pudins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 1040.0 oc bracing. REACTIONS. (size) 1=3-9-14, 4=3-9-14 Max Horz 1=80(LC 12) Max Uplift 1=4(LC 12), 4=134(LC 12) Max Grav 1=139(LC 17),4=237(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=196/273 NOTES- (7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=oft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-9-1 to 3-8-12, Intedor(1) 3-8-12 to 4-9-12 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 spec to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads- 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 (all by 240.0 wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1 except (jt=1b) 4=134. 7) "This manufactured product Is designed as an individual building component. The suitability and use of this component for any This item has been particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." electronically signed and sealed bpi Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin yelez;PE No.88182': MTek0SA,.iiic.,FL6ert6X as04 Parke East Blvd..Tampa FL 330W Date: May 4,2021 -� WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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 verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent bucking of Individual truss web and/or chord members only. Additional temporary and peffniment bracing MiTek° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage. delivery. erection and bracing of busses and trust systems, see ANSI/IrPlf QualdyCRferla, DSB-W andBCSr BuUding Component 6904 Parke East Blvd. Safetyfrrfotmallon available tram Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type ply Pty T23816852 5206_PALEO_PINES_CT. V09 Valley 1 1 Job Reference optional) tJUllOers FIrSt50UrCe (I ampa, I-L), I ampa, FL - 33364, 2x4 � 2x4 = 8.430 s Apr 20 2021 M7ek Industries, Inc Mon May 3 17:21:112021 Scale = 1:8.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Udeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 2 ntr 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 3 n/r 90 BCLL 10.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-P Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc pudins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (size) 1=1-9-14, 4=1-9-14 Max Horz 1=45(LC 12) Max Uplift 1=2(LC 10), 4=127(LC 12) MaxGrav I=42(LC 12), 4=162(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 24=1521251 NOTES- (8) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=oft; Cat. 11; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other rive 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 24)-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Bearing at joints) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surtace. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except at --lb) This item has been 4=127. electronically signed and 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any sealed by Velez, Joaquin, PE particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joagum Vii4ipE IJo.881fi2-. 'ek;USA; -Mi IiiC.,FL'Cert8834', , 6064 Parke Easi 8lyd.,Tampa.F03610- Date: May 4,2021 ®WARNING - Verify design parameter; and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 applicabTity of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent budding ofindividual truss web andfor chonl members only. Additional temporary and permanent bracing M iTek' is always required forstabsty, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, derrveM erection and bracing of trusses and truss systems, see ANSUM1 QW11ty Criteria, DSB.68 andBCSf 8uAmng Componem Tamp Padre East Blvd. Safefyi nfomtagm available from Tr ss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 Tampa, FL 36810 Job Truss Truss Type Qty Ply T23816853 5206 PALEO_PINES_CT via Valley 1 1 Job Reference (optional) ounuws nrsravurce I I empa, rL). I ampa, rL - aax4, t1.43U S Apr ZU ZUZI MITBK Industnes, Ina Mon May 317:21:12 2021 Page 1 ID:vouwzCvKYXJJQ10xKUfgU?ykgVm-MejXUPD3g7gsVBZN9s4plyygBQOBSvoC21 RwQv7K8Wb 2-10.8 5-10-8 9-10.8 11-10 8 2-10-8 3-0-0 4-0-0 2-0 0 04 = 2x4 11 Scale=1:25.0 B 8 7 6 3x4 % 2x4 II 2x4 II 2x4 II 2x4 II LOADING (psf) SPACING- 2-" CSI. DEFL. in poc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 LumberDOL 1.25 BC 0.17 Vert(CT) n/a - n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 6 n1a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 50 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purtins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing, Except: 6-" oc bracing: 6-7. REACTIONS. All bearings 11-9-14. (Ib) - Max Horz 1=157(LC 12) MaxUplift All uplift 100 lb or less atjoint(s) 6, 7,9 except 8=135(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=327(LC 17), 9=265(LC 17), 8=412(LC 17) FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (ib) or less except when shown. WEBS 3-8=279/269 NOTES- (8) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-1 to 3-9-1, Interior(1) 3.9-1 to 9-10.8, Extedor(2E) 9-10-8 to 11-8-12 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord rive 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 24)-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 100lb uplift at joint(s) 6, 7, 9 except Qt=ib) 8=135. 8) "This manufactured product Is designed as an individual building component. The suitability and use of this component for any This item has been particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaljuiri Velez;PiJoe6182�: E , .634; Mi*USA; Inc. or FL' Ce. . 004 Parke.Ea9i Btvd.. Tampa.FL_33810* Date: May 4,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 thus 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 thus systems, see ABSKPlr Quality Cdted4 DSB•89 and SCSI Building Component 6904 Parke East Blvd. Sa!¢tylnlbnnadon available from Truss Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-insixteenths. Apply plates to both sides of truss and fully embed teeth. 0-�18r� - -I- 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 20120 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. 0 it O U a O F- Numbering System 6-4-8 dimensions shown In ft-in-sixteenths (Drawings not to scale) 2 3 8 7 6 5 OR 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 NUMBERSILETTERS. 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 ILA MiTek MiTek Engineering Reference Sheet: Mll-7473 rev. 5/1912020 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 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/rPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/rPI 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 ANSIIrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.