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HomeMy WebLinkAboutTRUSS® Lumber design`_values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek r RE: 1249384-COLE - 1249384 - Hamrick Res. MITek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa FL ,,710-4115 Customer Info: Cole Construction Services, LLC. Project Name: Hamrick Residence Model. Lot/Block: .. Subdivision: .. • -Address: .2830. S.. Brocksm ith. Road `City: Fort Pierce `State: ' FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 18 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name I Date 1 T13229070 1 CJ01 2/14/18 118 IT13229087IT13 2/14/18 12 T13229071 1 CJ02 1 2/14/18 1 13 T13229072 1 CJ03 1 2/14/18 14 I T13229073 J EJ01 1 2/14/18 15 1 T13229074 1 HJ01 1 2/14/18 6 I T13229075 I T01 2/14/18 7 T13229076 1 T02 2/14/18 18 I T13229077 I T03 1 2/14/18 19 I T13229078 I T04 1 2/14/18 110 I T13229079 I T05 1 2/14/18 Ill I T13229080 I T06 1 2/14/18 112 I T13229081 I T07 1 2/14/18 113 I T13229082 I T08 1 2/14/18 114 I T13229083 I T09 1 2/14/18 115 I T13229084 I T10 1 2/14/18 116 I T13229085 I T11 1 2/14/18 117 I T13229086 I T12 1 2/14/18 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: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE' The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. .%O�P ° 3 0 : 3 • STAT OF :��� FS; • O R \ ' C? %��� Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 Albani, Thomas 1 of 1 Job Truss Truss Type , Qty Ply 1249384 - Hamrick Res. T13229070 1249384-COLE CJ01 Jack -Open 8 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 14 09:59:16 2018 I D:2QV2MOYclJrrtAur6jpm LlySgbY-H W PSk33RvZQEZ?4bfGh6h5tTPw9HcU2cGnC 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.00 2 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FB02017fTP12014 Matrlx-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-107/Mechanical, 2=281/0-8-0, 4=9/Mechanical Max Harz 2=65(LC 8) Max Uplift 3=-107(LC 1), 2= 262(LC 8) Max Grav 3=131(LC 8), 2=281(LC 1), 4=18(LC 3) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. Scale = 1:8.2 C 0 0 a 6 PLATES GRIP MT20 244/190 Weight: 7 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=107, 2=262. 6) "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." Thomas A. Alban! PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE Mll-7473 rev. 1010312016 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing . t�� iTek" prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply 1249384 -Hamrick Res. T13229071 1249384-COLE CJ02 Jack -Open 8 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 14 09:59:17 2018 Page 1 1D:2QV2MOYclJrrtAur6jpmLlySgbY-IiygxP43gtY5A9foDzCLDI PcCKUTLxIIUQ81oLzlFoe -2-0-0 3-0-0 2-0-0 3-0-0 Scale = 1:12.4 3-0-0 3-0-0 Plate Offsets (X Y)-- (2:0-1-14 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 Rep Stress ]nor YES WB 0.00 Horz(CT) 0.00 3 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 13lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=1 1 /Mechanical, 2=285/0-8-0, 4=26/Mechanical Max Horz 2=94(LC 8) Max Uplift 3=-30(LC 12), 2— 203(LC 8) Max Grav 3=17(LC 8), 2=285(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extehor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=203. 6) "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." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the appllcabliity 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, seeANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institule, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 1249384 -Hamrick Res. T13229072 1249384-COLE CJ03 Jack -Open 8 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 S 5ep 15 2011 MI i ex Industries, Inc. Wed Feb i4 ua:aa:1 a zoi a rage i ID:2QV2MOYcIJrrtAur6jpmLlySgbY-DvW D915hRBgyoJE_mhjamWynykmp4OYvj4tsKozlFod -2.0.0 5-0-0 2-o-n 5-0-0 Scale = 1:16.4 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 19lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=91/Mechanical, 2=333/0-8-0, 4=46/Mechanical Max Horz 2=135(LC 12) Max Uplift 3= 96(LC 12), 2= 191(LC 8) Max Grav 3=91(LC 1), 2=333(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; V0=1160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3 except Qt=lb) 2=191. 6) "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." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING. Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev. 1010312015 BEFORE USE Design valid for use only wilh MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Addilionai temporary and permanent bracing p��T NOW prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply 1249384 -Hamrick Res. T13229073 1249384-COLE EJ01 Jack -Partial 24 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 -2-0-0 i 1.5x8 STP = 6.13U s Sep 1 b 2U1 / Ne Tek i nausirles, Inc. vied rub i 4 va.oa: i s cv i o rage i I D:2QV2MOYclJrrtAur6jpmLlySgbY-h54bM46JCUopQSpAKOEpljVvf83tpro2ykdPtEz1 Foc 7-0-0 1 Scale = 1:20.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.09 2-4 >915 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.18 2-4 >453 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=152/Mechanical, 2=397/0-8-0, 4=69/Mechanical Max Horz 2=177(LC 12) Max Uplift 3=-136(LC 12), 2=-196(LC 8) Max Grav 3=152(LC 1), 2=397(LC 1), 4=119(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 3=136, 2=196. 6) "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." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 0004 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valld for use only with MIT00 connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 1249384 - Hamrick Res. T13229074 1249384-COLE HJ01 Diagonal Hip Girder 4 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 ts.1 au s bep i o zui I IviiI etc inausures, inc. vveu reu i� ua.oa:cv cv r o ravn i I D:2QV2MOYclJrrtAur6jpmLlySgbY-9HezaQ6xzowg 1 cOMu512rx15_XOgYFaBAOMyPgzlFob 2-9-15 5-6-7 1 9-10-1 _ 2-9-15 Scale: 1/2"=1' Io CO N O 7 N 5-6-7 1-1-11 3-1-14 Plate Offsets (X Y)-- f2:0-1-12 Edgel LOADING (psf) SPACING' 2-0-0 CS]. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.19 6 >588 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.30 6 >382 240 BCLL 0.0 Rep Stress ]nor NO WB 0.22 Horz(CT) 0.00 5 ri/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 39 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=139/Mechanical, 2=476/0-10-15, 5=218/Mechanical Max Harz 2=203(LC 4) Max Uplift 4=-112(LC 4), 2=-286(LC 4), 5=-81(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-512/147 BOT CHORD 2-7=-225/443, 6-7=-225/443 WEBS 3-7=-153/585, 3-6= 741/377 NOTES- (8) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=loft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except at=lb) 4=112, 2=286. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb down and 47lb up at 1-4-15, 65 lb down and 47 lb up at 1-4-15, 31 lb up at 4-2-15, 31 lb up at 4-2-15, and 21 lb down and 87 lb up at 7-0-14, and 21 lb down and 87 lb up at 7-0-14 on top chord, and 1 lb down and 39 Ito up at 1-4-15, 1 lb down and 39 lb up at 1-4-15, at 4-2-15, at 4-2-15, and 18 lb down at 7-0-14, and 18 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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: 1-4=-54, 2-5=-20 Concentrated Loads (Ib) Vert: 6= 28(F= 14, B=-14) 8=45(F=22, B=22) 10= 42(1`=-21, 8 21) 11=65(F=32, B=32) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 $904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek6 connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �' a truss system. Before use,. the building designer must verity The applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing - 6i 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, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 1249384 - Hamrick Res. T13229075 1249384-COLE T01 Hip Girder 1 2 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 14 09:59:23 2018 Page 1 I D:2QV2MOYclJrrtAur6j pmLlySgbY-asK5CS9gGj I Fu47xZEJ ITZfeNITCIXTetMbcO?zl FoY 2-0-0 7-0-0 12-5-2 18.0-0 23-6-14 29-0-0 36-0-0 38-0-0 2-0-0 7-0-0 5-5-2 5-6-14 5-6-14 b-5-2 7-0-0 2-0-0 2x4 11 5x6 = 3x4 = 3x6 = 3x4 = 5x6 5.00 Ff2 = 3 18 19 4 20 21 22 5 6 23 247 25 26 8 2x4 11 27 28 '- 29 15 30 3x4 = 4x6 = 31 ' ' 32 33 13 34 - 35 3x8 = 4x6 = 3x4 = 96 2x4 II Scale = 1:65.5 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.37 14 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.52 14 >813 240 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(CT) 0.11 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 341 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc puriins. 3-6,6-8: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 9-2-14 oc bracing. BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2432/0-8-0, 9=2432/0-8-0 Max Horz 2=69(LC 8) Max Uplift 2=-1253(LC 4), 9=-1253(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5159/2606, 3-4=-6733/3534, 4-5=-7440/3893, 5-7=-7440/3893, 7-8= 6734/3535, 8-9= 5160/2606 BOT CHORD 2-17=-2268/4646, 16-17=-2266/4627, 14-16=-3393/6733, 12-14=-3405/6734, 11-12=-2292/4628, 9-11=-2294/4646 WEBS 3-17=-45/514, 3-16� 1293/2456, 4-16= 950/678, 4-14=-419/821, 5-14= 533/453, 7-14=-417/819, 7-12= 950/678, 8-12=-1295/2457, 8-11=-46/514 NOTES- (10) 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=l6omph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connectjon�(by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1253,9=1253. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 204 lb down and 247 lb up at 7-0-0, 85 lb down and 128 lb up at 9-0-12, 85 lb down and 128 lb up at 11-0-12, 85 lb down and 128 lb up at 13-0-12, 85 lb down and 128 lb up at 15-0-12, 85 lb down and 128 lb up at 17-0-12, 85 lb down and 128 lb up at 18-11-4, 85 lb down and 128 lb up at 20-11-4, 85 lb down and 128 lb up at 22-11-4, 85 lb down and 128 lb up at 24-11-4, and 85 lb down and 128 lb up at 26-11-4, and 204 lb down and 247 lb up at 29-0-0 on top chord, and 217 lb down and 108 lb up at 7-0-0, 64 lb down at 9-0-12, 64 lb down at 11-0-12, 64 lb down at 13-0-12, 64 lb down at 15-0-12, 64 lb down at 17-0-12, 64 lb down at 18-11-4, 64 lb down at 20-11-4, 64 lb down at 22-11-4, 64 lb down at 24-11-4, and 64 lb down at 26-11-4, and 217 lb down and 108 lb up at 28-11-4 on bottom chord. Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 rnriTilratolesiardiialeotion of such connection devices is the res onsibilit of others. ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 111I1-7473 rev, 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate th's design into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ' p� prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ek' 9 V i� 8T 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Informalton available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply 1249384 - Hamrick Res. T13229075 1249384-COLE T01 Hip Girder 1 2 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 14 09:59:23 2018 Page 2 I D:2QV2MOYcIJrrtAur6jpmLlySgbY-asK5CS9gGj I Fu47xZEJITZfeNITCIXTetM bcO?ZIFoY 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 8-10=-54, 2-9=-20 Concentrated Loads (lb) Vert: 6=-85(F) 17=-217(F) 3=-157(F) 8= 157(F) 11=-217(F) 18= 85(F) 19=-85(F) 20_ 85(F) 21=-85(F) 22=-85(F) 23=-85(F) 24— 85(F) 25=-85(F) 26=-85(F) 27— 39(F) 28=-39(F) 29=-39(F) 30=-39(F) 31=-39(F) 32=-39(F) 33=-39(F) 34=-39(F) 35=-39(F) 36=-39(F) Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek0 connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �" a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing - M!Tek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 1249384 - Hamrick Res. T13229076 1249384-COLE T02 Hip 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MI I ek Industries, Inc. W ea Feb 14 ua:5a:24 20i a Paget ID:2QV2MOYcIJrrtAur6jpmLlySgbY-22tUPo9S11 Q6W Ei87xq_?nCle9fvUz9n5OKAYRzIFoX 2-0-0 5-11-13 9.0-0 13-7-12 22-4-4 27-0-0 30-0-3 36-0.0 38.0.0 , �0 5-11-13 3-0-3 4-7-12 + 8-8.8 4-7-12 3.0-3 5-11-13 2-0-0 Scale = 1:65.5 3x4 = 5x6 = 3x4 = 3x6 = 6x6 = 5.00 F12 4 5 6 7 8 " — 15 14 13 3x8 = 4x6 = 3x4 = 4x6 = 3x8 = 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.32 14-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.51 14-16 >836 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight:171 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. 4-6,6-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1436/0-8-0, 10=1436/0-8-0 Max Horz 2=-84(LC 17) Max Uplift 2=-628(LC 8), 10— 628(LC 9) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2697/2187, 3-4=-2475/2023, 4-5=-2275/1924, 5-7= 2969/2440, 7-8_ 2275/1924, 8-9=-2475/2023, 9-10=-2697/2187 BOT CHORD 2-16— 1780/2406, 14-16=-2107/2869, 12-14= 2122/2869, 10-12— 1827/2406 WEBS 3-16= 217/349, 4-16=-620/609, 5-16=-840f737, 5-14=0/263, 7-14=0/263, 7-12= 840/737, 8-12=-620/809, 9-12=-217/349 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--1.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=628, 10=628. 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." I 7 1I7 0 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev. 1010312015 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 verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW 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, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 1249384 - Hamrick Res. T13229077 1249384-COLE T03 Hip 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 14 09:59:26 2018 Page 1 I D:2QV2MOYclJrrtAur6jpmLlySgbY-_R? EgUBiYegplXrW EMsS5CH3pyNlyyi4ZKpHdKzlFoV 2-0-0 , 7-6-0 11-0.0 18-0-0 25.0-0 28.6-0 36-0-0 38-0-0 2-0-0 7-6-0 3-6-0 7-0-0 7-0-0 3-6-0 7-6-0 2-0-0 2x4 It 5x6 = 3x8 = 3x6 = 2x4 11 3x8 = Sx6 = 3x8 = 2x4 11 3x6 = 28-6-0 36-0-0 Scale = 1:65.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.27 13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.42 11-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.14 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 181 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-2-6 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 5-15, 5-11 REACTIONS. (lb/size) 2=1436/0-8-0, 8=1436/0-8-0 Max Harz 2=-99(LC 13) Max Uplift 2=-602(LC 8), 8=-602(LC 9) FORCES. (1b) - Max. Comp./Max. Ten. - Ali forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2686/2158, 3-4=-2311/1979, 4-5= 2109/1875, 5-6=-2109/1875, 6-7= 2311/1979, 7-8=-2686/2158 BOT CHORD 2-16=-1734/2387, 15-16=-1734/2387, 13-15— 1800/2539, 11-13= 1800/2539, 10-11=-1781/2387, 8-10=-1781/2387 WEBS 3-15=-412/450, 4-15=-495/646, 5-15=-629/430, 5-13=0/299, 5-11=-629/431, 6-11=-494/646, 7-11= 411 /449 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Dpsf; h=14ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ° This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except gt=lb) 2=60218=602. 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." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 004 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �° a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ��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 tRiss systems, seeANSI/TPiI Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 1249384 - Hamrick Res. T13229078 1249384-COLE T04 Hip 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 Mi Tek Industries, Inc. Wed Feb 14 09:59:27 20i n rage 1 I D:2QV2MOYclJrrtAur6jpmLlySgbY-SdZc2gCKJypg NhQjo4OhdPgEgMkHhH FDo_zg9mzl FoU 2-0-0 8-4-0 13-0-0 18-0-0 23.0.0 27-8-0 36.0-0 38-0-0 2-0-0 8-4-0 4-8-0 5-0-0 5-0-0 4-8-0 8.4-0 2-0-0 Scale = 1:66.6 5.00 F12 5x6 = 3x4 = 54 = 5 6 7 5x8 = 5x8 = 23-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(L-) -0.21 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.44 14-15 >753 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(CT) 0.04 12 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-SH Weight: 180 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied or 5-0-12 oc bracing. 13-16: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1070/0-8-0, 12=1617/0-8-0, 10=186/0-8-0 Max Horz 2_ 114(LC 17) Max Uplift 2=-449(LC 12), 12= 567(LC 8), 10= 170(LC 13) Max Grav 2=1070(LC 1), 12=1617(LC 1), 10=249(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1748/1450, 3-5=-1244/1150, 5-6— 1094/1111, 6-7=-440/590, 7-9= 545/591, 9-10=-354/613 BOT CHORD 2-17— 1076/1525, 15-17= 1076/1525, 14-15=-509/907, 12-14=-488/541, 10-12=-488/541 WEBS 3-15=-543/619, 5-15= 202/300, 6-15=-143/310, 6-14= 716/640, 9-14=-745/1135, 9-12=-1467/1292 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.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=449, 12=567, 10=170. 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." Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 10/03)2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW 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, seeANSVTPI1 Quality Cdterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 1249384 - Hamrick Res. T13229079 1249384-COLE T05 Hip 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 14 09:59:29 2018 Page 1 ID:2QV2MOYclJrrtAur6jpmLlySgbY-POhNTVDbrZ30c?a5wUQ9igvaeAQZ976W FI2xDfzlFoS -2-0-0 7-6-0 14-3-13 1 -0 0 21-0-0 27-4-0 36-0-0 38-0.0 2-0.0 7-6-0 6-9-13 8- 6-0-0 6-4-0 8-8% 2-0-0 1 Scale = 1:68.8 5.00 F12 5x6 = 4x6 11 5 6 7 2x4 11 2.50112 5x6 = 14-3-13 14,7-5 21.0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.15 10-12 >651 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.32 10-12 >310 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(CT) 0.10 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 184lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 4-2-15 oc bracing. Except: 5-16: 2x4 SP No.3 10-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 *Except' 14-17: 2x4 SP No.2 REACTIONS. (lb/size) 2=984/0-8-0, 12=1939/0-8-0, 10— 42/0-8-0 Max Horz 2=130(LC 16) Max Uplift 2=-426(LC 12), 12=-617(LC 12), 10= 269(LC 23) Max Grav 2=984(LC 1), 12=1939(LC 1), 10=135(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1605/1348, 3-5_ 1612/1239, 5-6� 1344/1178, 6-7=-1362/1191, 7-9=-489/458, 9-10=-773/1190 BOT CHORD 2-17— 1004/1403, 5-14=-9/333, 13-14=-9/409, 12-13=1095/988, 10-12=-997/908 WEBS 3-17= 396/447, 7-14=--775/1148, 7-13=-670/555, 9-13= 932/1494, 9-12=-1565/1373, 14-17= 1087/1496, 3-14= 162/341 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14fh Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=426,12=617,10=269. 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." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIf-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a Truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing n�0 A ��° 9N@T 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 taus systems, seeANSt/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Qty Ply 1249384 - Hamrick Res. T13229080 1249384-COLE T06 Hip 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 1 b 2ul I MI I ex industries, Inc. Wed red 14 ua:oa:au zut a Faye l I D:2QV2MOYclJrrtAur6jpmLlySgbY-tCFlgrEDctBFE99HTCxOF2SidZmZubzgUynUm5zlFoR 2.0-0 7-6-0 13-0-8 17.0-0 19-0-0 24-0-2 27-4-0 36-0-0 38-0-0 2-0-0 7-6-0 5-6-8 3-11-8 2-0.0 5-0-3 3-3-14 8-8-0 2-0-0 5x6 = 5.00 F12 5x6 = 13-0-8 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/rP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-17: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 8-13: 2x4 SP No.1 2x4 11 2.50112 6x8 = Scale = 1:68.8 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.90 Vert(LL) -0.1411-13 >713 360 MT20 244/190 BC 0.71 Vert(CT) -0.30 11-13 >334 240 W B 0.93 Horz(CT) 0.12 13 Na n/a Matrix-SH Weight: 194 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-2-15 oc bracing. Except: 10-0-0 oc bracing: 15-17 REACTIONS. (lb/size) 2=967/0-8-0, 13=2014/0-8-0, 11� 100/0-8-0 Max Horz 2= 145(LC 13) Max Uplift 2=-430(LC 12), 13=-673(LC 12), 11=-307(LC 23) Max Grav 2=967(LC 1), 13=2014(LC 1), 11=106(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3� 1543/1319, 3-5= 2047/1572, 5-6=-2042/1735, 6-7=-515/646, 7-8= 610/621, 8-10=-653/1258, 10-11=-895/1339 BOT CHORD 2-18=-972/1343, 5-15=-244/391, 14-15— 166/721', 13-14=-350/430, 11-13= 1136/1028 WEBS 3-18=-565/553, 6-15=-125611633, 6-14=-608/425, 8-14=-491/930, 8-13=-1620/1163, 10-13=-424/594,15-18= 1090/1496,3-15=-88/486 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=430, 13=673, 11=307. 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." Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 8634 $904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 101032015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Addillonal temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For generai guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Crlleria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Job Truss Truss Type Qty Ply 1249384 - Hamrick Res. T13229081 1249384-COLE T07 Roof Special 9 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 B.130 s Sep 15 2017 MITek Industries, Inc. Wed t-eb 14 09:59:32 2018 rage 1 I D:2QV2MOYclJrrtAur6jpmLlySgbY-pbMV5XGTBU RzTSJgbdzsKTX44NQyMV7yxGGbq_zlFoP 2-0-0 7-11-0 14-0-0 18.0.0 23-0-1 27.4-0 36.0-0 38-0-0 , 2-0-0 7-11-0 6.1-0 5-0-1 4-3-15 8.8-0 2-0-0 ' 0 0 5.00 FIT 2.50 12 5x6 = 6x8 = 7-11-0 14-0-0 18-0-0 27-4-0 241-0 36-0-0 77 11-0 6-1-0 4-0-0 9-4-0 0-4-0 8-4-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/rP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` 7-12: 2x4 SP M 31 CSI. DEFL. in (loc) I/defl Ud TC 0.97 Vert(LL) 0.23 15 >999 360 BC 0.78 Vert(CT) -0.4412-13 >734 240 WB 0.95 Horz(CT) 0.18 12 n/a n/a Matrix-SH REACTIONS. (lb/size) 2=923/0-8-0, 12=2176/0-8-0, 10=-226/0-8-0 Max Harz 2=152(LC 12) Max Uplift 2=-415(LC 12), 12=-777(LC 12), 10=-414(LC 23) MaxGrav 2=923(LC 1), 12=2176(LC 1), 10=173(LC 12) Scale = 1:65.5 PLATES GRIP MT20 244/190 Weight: 174 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-7-5 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2506/2019, 3-5=-1439/1158, 5-6= 534/593, 6-7=-540/572, 7-9— 922/1606, 9-1 0=-1 167/1667 BOT CHORD 2-15=-164212278, 14-15=-1639/2268, 13-14=-654/1293, 12-13= 381/457, 10-12=1440/1291 WEBS 3-15=0/313, 3-14=-962/1022, 5-14=-538/869, 5-13=-1140/961, 7-13=-432/872, 7-12=-1917/1405, 9-12=-431/610 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=415, 12=777, 10=414. 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." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1I.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek8 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing p�� . • :Iddl Ag eia 8 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, seeANSi/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. . Tampa, FL 33610 Job Truss Truss Type Qty Ply 1249384 - Hamrick Res. T13229082 1249384-COLE TOB Hip 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 1 b 2o1 / Mt i ek industries, Inc. wed Feb 14 ua:5x3a zu1 a rage 1 I D:2QV2MOYclJrrtAur6jpmLlySgbY-HnwtltG5voZg5cus9KU5tg4GMnn_5z76AwOBMQzI FoO 7-11-0 15-6-0 f 7.0.01 19.0-0 23-4-0 27.f 0 r — _ 36.0.0 i 38-0-0 0 7-11-0 7-7-D 1-6-0 2-0-0 4-4-0 4-4-0 8-4-0 2-0-0 dI 0 3x6 5.00 FIT 4x6 5� 5x6 = 5 6 7 2.50 12 6x8 — 3x4 = 3x6 = 2x4 11 Scale = 1:67.7 15-9-0 NI .11.0 14-0-0 15-6-0 is-0-0 27-8-0 3s-0-o 7-17-0 6.1.0 1-6-0 3-3-0 8-8-0 8-0.0 0-3-0 Plate Offsets (X Y)-- f2.0-4-12 Edge] f6.0-3-0 Edge1 (7.0-3-0 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.13 2-18 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.22 2-18 >817 240 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-SH Weight: 184lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 8-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-1-0 oc bracing. BOT CHORD 2x4 SP NO.2 `Except* 5-15: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except Qt=iength) 15=0-6-0. (lb) - Max Horz 2=145(LC 12) Max Uplift All uplift 100 lb or less at joints) except 2=-342(LC 8), 15=-363(LC 12), 12=-408(LC 13), 10— 243(LC 9) Max Grav All reactions 250 lb or less at joint(s) except 2=665(LC 1), 15=1056(LC 1), 12=783(LC 24), 10=392(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 1371/1572, 3-5=-248/553, 5-6= 135/539, 6-7=-125/546, 7-9=-249/520 BOT CHORD 2-18=-1232/1224, 17-18=-1229/1217, 15-16=-726/567, 5-16=-646/452 WEBS 3-18=0/312, 3-17=-1110/1203, 5-17=-227/391, 7-14=0/256, 9-12=-593/766, 7-15=-414/116 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 342 lb uplift at joint 2, 363 lb uplift at joint 15, 408 lb uplift at joint 12 and 243 lb uplift at joint 10. 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." Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE 11411-7473 rev. 1010312015 BEFORE USE. Design vaild for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing -: MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Job Truss Truss Type Qty Ply 1249384 - Hamrick Res. T13229083 1249384-COLE T09 Hip 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34946 8.130 s Sep 15 2017 MI I ek Industries, Inc. Wed Feb 14 09:59:35 20i a rage 1 ID:2QV2MOYclJrrtAur6jpmLlySgbY-DA2ejZIMRPpYKw1 FGIXZy59dRaTZZskPdEVFRJzlFoM -2-0-0 7-11-0 15-0-0 1 -6 0 21-0-0 28-6-0 36.0-0 38.0-0 2-0-0 7-11-0 7-1-0 0-6- 5-6-0 7.6-0 7.6-D 2.0-0 Scale = 1:67.7 2x4 11 5.00 12 5x6 = 5x6 5 6 7 ~Ao ' 2.50 F12 6x8 = 3x6 = 2x4 11 3x4 = 15.9-0 7-11-0 14.0-0 15-6-0 21-0-0 28-6-0 36-0.0 7-11-0 6-1.0 1-6-0 5-3-0 7-6-0 7.6-0 0.3-0 Plate Offsets (X Y)-- f2:0-4-12 Edge],15:0-3-0 0-2-4) j7.03-0 0-2-41 f 10:0-3-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.13 2-18 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.23 2-18 >816 240 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.05 15 nla n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 185 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied or 5-2-0 oc bracing. 6-15: 2x4 SP No.3 WEBS 1 Row at midpt 7-15 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=665/0-8-0, 15=136210-6-0, 10=84610-8-0 Max Harz 2=130(LC 12) Max Uplift 2=-348(LC 12), 15— 397(LC 12), 10=-460(LC 13) Max Grav 2=667(LC 23), 15=1362(LC 1), 10=857(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1380/1522, 3-5=-245/526, 5-6=-87/459, 6-7=-111/492, 7-9_ 571/778, 9-10=-1296/1255 BOT CHORD 2-18=-1184/1232, 17-18= 1181/1225, 15-16=-767/562, 6-16=-316/162, 14-15=-237/436, 12-14=-967/1122, 10-12=-967/1122 WEBS 3-18=0/311, 3-17= 1106/1175, 5-17= 244/388, 5-16=-462/334, 7-15=-751/516, 7-14=-281/496, 9-14=-736/788, 9-12=0/311 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces $ MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 348 lb uplift at joint 2, 397 lb uplift at joint 15 and 460 lb uplift at joint 10. 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." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEMII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown. and Is for an individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Wffek` prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and muss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Job Truss Truss Type Qty Ply 1249384 - Hamrick Res. T13229084 1249384-COLE T10 Hip 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8,130 s Sep 15 2011 Mi I eK Inousiries, Inc. Wed Feb 14 I D:2QV2MOYclJrrtAur6jpmLlySgbY-hMcoxuJ_CjxPy4cRgS2oV, 2-0-0 7-6-0 13-0-0 15-8-0 , 23-0-0 _ 28-6-0 36-0-0 2-d-0 7-6-0 5-6-0 2-8-0 7-4-0 5-6-0 7-6-0 5.00 12 5x6 = 2x4 11 5x6 = 3x4 = 3x6 = 6x8 = 7-6-0 3x4 = 2x4 11 3x6 = 2uit5 Scale = 1:66.6 LOADING (psf) TOLL 20.0 TCDL 7.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TO 0.70 BC 0.48 WB 0.90 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/dell Ud -0.09 15-17 >999 360 -0.17 10-12 >999 240 0.01 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 183 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-15 REACTIONS. (lb/size) 2=457/0-8-0, 15=1731/0-8-0, 10=685/0.8-0 Max Horz 2=-114(LC 13) Max Uplift 2=-248(LC 12), 15=-614(LC 8), 10= 345(LC 13) Max Grav 2=511(LC 23), 15=1731(LC 1), 10=727(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-429/269, 3-5=-422/518, 5-6=-284/634, 6-7=-284/634, 7-9= 399/369, 9-10=-9461709 BOT CHORD 2-17=-141/324, 15-17=-385/548, 14-15=0/298, 12-14=-458/797, 10-12=-458/797 WEBS 3-17=-383/586, 5-17=-787/784, 5-15=-632/558, 6-15= 387/431, 7-15=-1041/853, 7-14=-270/452, 9-14=-570/620, 9-12=0/266 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 248 lb uplift at joint 2, 614 lb uplift at joint 15 and 345 lb uplift at joint 10. 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." Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �' a in= 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the --:M!Tek` fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply 1249384 - Hamrick Res. T13229085 1249384-COLE T11 Hip 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 14 09:59:37 2018 Page 1 ID:2QV2MOYcldrrtAur6jpmLlySgbY-AZA08EKczO3FaEBe0AZ11 W E?dOAwi ovi5Y_MVBzIFoK 2-0-0 7-6-0 11-0-0 15.8-0 20-3-2 25-0-0 28-6.0 36-0-0 _138-0-0 r2-0-0 7-6-0 3-6-0 4-8-0 4-7.2 4-8-14 3-6-0 7-6-0 2-0-0 Scale = 1:65.5 5x6 = 2x4 II 3x4 = 5x6 = 6 7 3x4 = 3x6 = 6xB = 3x8 = 2x4 11 3x6 = 7-6-0 15-8-0 25-0-0 28-6-0 36-0.0 _ J 7-6-0 8-2-0 9-4-0 3-6-0 7-6-0 Plate Offsets (X Y)-- f4:0-3-0,0-2-41, 17:0-3-0,0-2-41, 19:0-3-O,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.14 12-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.28 12-14 >844 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(CT) 0.01 9 nla n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-SH Weight: 181 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=480/0-8-0, 14=1689/0-8-0, 9=703/0-8-0 Max Horz 2= 99(LC 13) Max Uplift 2= 258(LC 12), 14=-644(LC 8), 9= 341(LC 13) Max Grav 2=522(LC 23), 14=1689(LC 1), 9=732(LC 24) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 444/315, 3-4=-419/529, 4-5_ 356/692, 5-6=-356/692, 6-7= 465/511, 7-8=-557/525, 8-9= 952/740 BOT CHORD 2-16= 142/336, 14-16=-192/319, 11-12=-484/801, 9-11=-484/801 WEBS 3-16=-334/512, 4-14= 781/668, 5-14=-274/323, 6-14=-961/841, 6-12= 391/585, 8-12=-449/518, 4-16=-610/627 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extefior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 258 lb uplift at joint 2, 644 lb uplift at joint 14 and 341 lb uplift at joint 9. 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." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANGE PAGE MI/-7473 rev. 10/03/2015 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 muss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall 'MiTek' building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 1249384 - Hamrick Res. T13229086 1249384-COLE T12 Hip 1 1 Job Reference (optional) Builders FirstSource, Fort Piece, FL 34945 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 14 09:59:39 2018 Page 1 I D:2QV2MOYclJrrtAur6jpmLlySgbY-6xH9ZwLsUeJzpXLOVbbV6xKNaCs8VeF_YsTTa4zl Fol 2-0-0 5-7.2 9-0-0 15-8-0 21-4-14 27-0-0 30-4-14 36.0-0 38-0-0 2-0-0 3.4-14 6-8-0 5-8-14 5-7-2 3-4-14 5.7-2 2-0-0 ' Scale = 1:65.5 2x4 II 5x6 = 3x6 = 3x4 = 5x6 = 5.00 FIT 4 5 6 7 8 2x4 Z�- 3 2x451 MEN 3x6 17 i6 15 14 13 12 3x4 = 3x6 = 6x8 3x4 = 3x6 = 3x4 = 21-4-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.13 10-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.26 10-12 >907 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 179 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-14 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 *Except* 7-5-15 oc bracing: 10-12. 4-15,7-15,8-14: 2x4 SP No.2 REACTIONS. (lb/size) 2=527/0-8-0, 15=1607/0-8-0, 10=739/0-8-0 Max Harz 2= 84(LC 17) Max Uplift 2=-260(LC 12), 15=-671(LC 8), 10=-339(LC 9) Max Grav 2=552(LC 23), 15=1607(LC 1), 10=755(LC 24) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-559/461, 3-4=-309/271, 4-6=-372/648, 6-7=-372/648, 7-8=-378/407, 8-9=-808/672, 9-10= 1052/859 BOT CHORD 2-17— 212/460, 14-15=-68/377, 12-14= 308/696, 10-12=-622/910 WEBS 3-17= 264/377, 4-17_ 1601391, 4-15=-952r737, 6-15=-372/437, 7-15=-1154/925, 7-14=-143/388, 8-14=-415/316, 8-12=-162/371, 9-12=253/371 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 260 lb uplift at joint 2, 671 lb uplift at joint 15 and 339 lb uplift at joint 10. 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." Thomas A. Alban! PE No.39360 MiTek USA, Inc. FL Cert 6634 $904 Parke East Blvd. Tampa FL 33610 Date: February 14,2018 ® WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valld for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate flits 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 Wffek' 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, seeANSI/TPIi Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 1249384 - Hamrick Res. T13229087 1249384-COLE T13 Hip Girder 1 2 Job Reference (optional) t5uiiaers mrsi6ource, rOri Niece, r-L J41:040 o.1Ju 5 aep 10 ev 1 I IVII I eK InuuStrleS, If IV. VYeu reU I4 uuCoa:'i I Lu 10 rdye I I D:2QV2MOYclJrrtAur6jpmLlySgbY-2KPv_cN60FZh3rV PdOezCM PiM?ZPzdyH09yZfyzl FoG 2-0-0 7-0-0 11-4-6 15-8.0 22-5-6 29-0-0 36-0-0 38-0-0 , 2.0-0 7-0-0 4-4-6 4-3-10 6-9-6 6-6-10 7-0-0 2-0.0 ' dI1 Sx6 = 5.00 12 3 3x4 = 2x4 11 3x6 = 3x4 = 5x6 = 17 4 18 19 205 21 6 22 7 23 24 25 8 2 9 M 1 16 26 27 15 28 2914 30 31 32 13 12'33 34 35 3x4 3x6 = 4x10 MT20HS = 3x4 = 3x6 = 29.0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TIC 0.61 Vert(LL) -0.09 14-16 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.18 14-16 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` 5-14: 2x6 SP No.2 REACTIONS. (lb/size) 2=726/0-8-0, 14=3012/0-8-0, 9=1127/0-8-0 Max Harz 2=69(LC 12) Max Uplift 2=-380(LC 4), 14=-1541(LC 4), 9=-587(LC 5) Max Grav 2=732(LC 19), 14=3012(LC 1), 9=1132(LC 20) Scale = 1:65.5 CO 10Iq 0 11 3x6 = 2x4 11 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 338 lb Fr = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-16. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-996/457, 3-4=-833/465, 4-5=-657/1394, 5-7= 657/1394, 7-8— 1265/736, 8-9=-1979/967 BOT CHORD 2-16=-366/839, 13-14=-606/1265, 11-13=-796/1720, 9-11=-797/1741 WEBS 4-16= 416/1013, 4-14— 1680/953, 5-14=-573/481, 7-14=-2880/1521, 7-13� 26/638, 8-13=-510/262, 8-11=-38/564 NOTES- (11) 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 380 lb uplift at joint 2, 1541 lb uplift at joint 14 and 587 lb uplift at joint 9. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 14,2018 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MO-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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, socANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Sheet. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 1249384 - Hamrick Res. T13229087 1249384-COLE T13 Hip Girder 1 2 Job Reference (optional) umicierS FIrSI50urce, tort Piece, t-L 34a4b a. roV b oep io cV i r 11- ..cu i o..� I D:2QV2MOYclJrrtAur6jpm LlySgbY-2KPv_cN60FZh3rV PdOezCM PiM?ZPzdyH09yZfyzl FOG NOTES- (11) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 204 Ib down and 247 Ib up at 7-0-0, 85 Ib down and 128 Ib up at 9-0-12, 85 Ib down and 128 Ib up at 11-0-12, 85 Ib down and 128 Ib up at 13-0-12, 85 Ib down and 128 Ib up at 15-0-12, 85 Ib down and 128 Ib up at 17-0-12, 85 Ib down and 128 Ib up at 18-11-4, 85 Ib down and 128 Ib up at 20-11-4, 85 Ib down and 128 Ib up at 22-11-4, 85 Ib down and 128 Ib up at 24-11-4, and 85 Ib down and 128 Ib up at 26-11-4, and 204 Ib down and 247 Ib up at 29-0-0 on top chord, and 217 Ib down and 108 Ib up at 7-0-0, 64 Ib down at 9-0-12, 64 Ib down at 11-0-12, 64 Ib down at 13-0-12, 64 Ib down at 15-0-12, 64 Ib down at 17-0-12, 64 lb down at 18-11-4, 64 Ib down at 20-11-4, 64 Ib down at 22-11-4, 64 Ib down at 24-11-4, and 64 Ib down at 26-11-4, and 217 Ib down and 108 Ib up at 28-11-4 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= 54;3.8=-54; 8=10=-541'2.9=-20 Concentrated Loads (lb) Vert: 3=-157(B) 6=-85(B) 16= 217(B) 8=-157(B) 11=-217(B) 17= 85(B) 18=-85(B) 19=-85(B) 20=-85(B) 21=-85(B) 22=-85(B) 23=-85(B) 24=-85(B) 25=-85(B) 26=-39(B) 27=-39(B) 28=-39(B) 29=-39(B) 30=-39(B) 31=-39(B) 32_ 39(B) 33=-39(B) 34=-39(B) 35=-39(B) Q WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing p�� : M!T ek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312 Alexandria, VA 22314.1 Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/1d' - -I- For 4 x 2 orientation, locate plates 0-'r,a'"from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length j arallel 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 shmin 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 Woocl Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS r) c O U a. O 0 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16, Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20, Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. P. C C C C 0 TRUSS END DETAIL SQUARE CUT OVERHANG 12 57 4-1/16" HEEL HEIGHT PAUL WELCH INC. MECH-ELECT-CIVIL ENG. 1984 BILTMORE ST. #114 PORTSAINT PAU WELCI,WELCH E34984 FLA REG NO.29945 FEB 13 2018 NOTES: 1.)REFER TO HIB 91 (RECOMMENDATIONS FOR HANDLING INSTALATION AND TEMPORARY BRACING.) REFER TO ENGINEERED DRAWINGS FOR PERMANENT BRACING REQUIRED. 2.)AII TRUSSES (INCLUDING TRUSSES UNDER VALLEY FRAMING) MUST BE COMPLETELY DECKED OR REFER OR DETAIL V105 FOR ALTERNATE BRACING REQUIREMENTS. 3.)ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED BY BUILDER. 4.)ALL TRUSSES ARE DESIGNED FOR 2' ox. MAXIMUM SPACING UNLESS OTHERWISE NOTED. 5.)ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED LOAD BEARING UNLESS OTHERWISE NOTED. 6.)SY42 TRUSSES MUST BE INSTALLED WITH THE TOP BEING UP. 7.)BEAM/HEADER/LINTEL (HDR) TO BE FURNISHED BY BUILDER. Elugdbm- RrstSource Jacksonville PHONE: 904-7T2-61D0 FAX:904-772-1973 Tampa PHONE: 813-621-9831 FAX: 813-628.8956 Freeport PHONE: 850-8354541 FAX: 850-8354532 BUILDER: Cole Construction Services, LLC. LEGALADDRESS: t830 S. Brocksmith Rd. Ft. Pierce, FL MODEL: Revision: Hamrick Res. Rev. By. DATE: Drawn By: [eference 2/13/18 CJ 1249384 MITEK PLATE APPROVAL #'s 2197.2 - 2197.4 WEYERHAUSER PRODUCT #'s 1630.2 - 1630.10 scLeveijoos: 1249384