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HomeMy WebLinkAboutTRUSS 2-26-16'f+ r ► RE'CEIVED MAR 04 2016 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These trussi designs rely on lumber values established by others. MiTek RE: J31169A - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Mel-Ry Construction Project Name: Mcghee Residence Model: Rooarlpa, FL 33610 4115 Lot/Block: 689 Subdivision: Nettles Island Address: Lot 689 Nettles Blvd. City: Jensen Beach State: Florida 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: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 [All HeighH Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 47 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. I Seal# I Truss Name I Date I No. _ Seal# ITruss Name Date 11 IT8129767 JAOIG 2/26/016 118 IT8129784 I -EJ 1 2/26/016 12 I T8129768 I A02 12/26/016 119 I T8129785 I -EJ 1 C 12/26/016 I 13 I T8129769 I A03 12/26/016 120 I T8129786 I -EJ2 12/26/016 I 14 I T8129770 I A04 12/26/016 121 I T8129787 I -EJ2D 12/26/016 I 15 I T8129771 I A05 12/26/016 122 I T8129788 I -EJ2E 12/26/016 I 16 I T8129772 I A06 12/26/016 123 I T8129789 I -EJ3 12/26/016 I 17 I T8129773 I A07 12/26/016 124 I T8129790 I -EJ3C 12/26/016 1 18 I T8129774 I A08 12/26/016 125 I T8129791 I -EJ4 1 2/26/016 1 19 I T8129775 I A09G 12/26/016 126 I T8129792 I -EJ4A 12/26/016 1 110 I T8129776 I E301 G 12/26/016 127 I T8129793 I -EJ4D 12/26/016 1 111 I T8129777 I -CJ 1 12/26/016 128 I T8129794 I -EJ4E 12/26/016 1 112 I T8129778 I -CJ 1 A 12/26/016 129 I T8129795 I -EJ5 12/26/016 113 I T8129779 I -CJ3 12/26/016 130 I T8129796 I -EJ5A 12/26/016 114 I T8129780 I -CJ3A 12/26/016 131 I T8129797 I -EJ5B 12/26/016 1 115 I T8129781 ' I -EHJ7 12/26/016 132 I T8129798 I -EJ5C 12/26/016 1 116 I T8129782 I -EHJ8 12/26/016 133 I T8129799 I -EJ5D 12/26/016 1 117 I T8129783 I -EHJ 11 12/26/016 134 I T8129800 I -EJ5E 12/26/016 1 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. NS A. o 93 ?� T ' E �1I as A Albanl PE No.39380 MR USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 Albani, Thomas 1 of 2 RE: J31169A - Site Information: Customer Info: Mel-Ry Construction Lot/Block: 689 Address: Lot 689 Nettles Blvd. City: Jensen Beach Project'Name: Mcghee Residence Subdivision: Nettles Island State: Florida No. 1SeaI# ITruss Name Date 12/26/016I 35 IT8129801 I -EJ6 136 IT8129802 I-EJ6B 12/26/016I 137 IT8129803 I-EJ6C 12/26/016I 138 IT8129804 I-EJ6D 12/26/016 139 IT8129805 I-EJ6E 12/26/016 140 I T8129806 I -EJ7 12/26/016 141 I T8129807 I -EPA 12/26/016 142 IT8129808 I -EJ7B 12/26/016 143 IT8129809 I -EVC 12/26/016 144 IT8129810 I-EJ7D 12/26/016 145 IT8129811 I FG01 12/26/016 146 IT8129812 I FG02 12/26/016 147 I T8129813 I -HJ6 12/26/016 2 of 2 Model: Roof Job Truss Truss Type Qty �Ply T8129767 J31169A A01G Roof Special Girder 1 1 ob e e e tonal East Coast Truss, FL Pierce, FL 34946 Run: 8.000 s dan 15 2016 Prim: 8.000 s enn 5 cv iv n n sr��as, into. .. aye , ID:K6gabwRvaoP42WIy8,jVxvziaWn-QHLBsROQVoQL8vo.gXOGJJA iJgiNggKrZalPzhDhl 3-9-14 7-0-0 9-0-0 15-9-5 19-2-12 23-49 3-9-14 3-2-2 2-0 6 6-9-5 3-5-7 4-1-13 5.00 I12 4x8 = 1x4 II 4x4 = 3x4 = 3 4 2324 5 25 26 6 4.60 L12 Scale = 1:40.4 3x4 = 1x4 II 3x4 = ST1.5x8 STP = axv 3x8 = 1x4 II 3x4 = 6x8 3-9-14 7-0-0 9-0-0 15-9-5 19-2-12 23 0-0 2$ 4,9 3-9-14 3-2-2 2-0-0 6-9-5 3-5-7 3-9�1 0-4- Plate Offsets fX.Y1- rl:0-1-14.0-0-21.r3:0-5 4 0-2-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL)� -0.07 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.12 10-12 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.42 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 115 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=103/0-8-0 (min. 0-1-8), 8=620/0-8-11 (min. 0-1-8), 12=1415/0-8-0 (min. 0-1-14) Max Horz 1=136(LC 6) Max Uplift 1=-249(LC 32), 8=-535(LC 8), 12=-1409(LC 8) Max Grav 1=297(LC 13), 8=658(LC 37), 12=1565(LC 36) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-447/376, 2-3=370/496, 3-4=-521/696, 4-23=-521/696, 23-24=5211696, 5-24=521/696, 5-25=-917/909, 25-26=-917/909, 6-26=-917/909, 6-7=-997/927, 7-8=1229/1052 BOT CHORD 1-14=-350/523, 13-14=350/523, 12-13=482/507, 12-27=-237/315, 11-27=-237/315. 11-28=237/315, 28-29=-237/315, 10-29=-237/315, 9-10=904/1105, 8-9=-904/1105 WEBS 2-13=-408/335, 7-10=-413/424, 3-12=-558/410, 5-12=-1199/1166, 5-10=-774/945 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 249 lb uplift at joint 1, 535 lb uplift at joint 8 and 1409 lb uplift atjoint 12. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 198 lb down and 152 lb up at 11-0-12, and 100 Ib down and 79 lb up at 13-0-12, and 186 lb down and 239 lb up at 15-0-12 on top chord, and 106 lb down and 128 lb up at 11-0-12, 8 lb down at 13-0-12, and 77 lb down and 21 lb up at 15-0-12, and 360 lb down and 402 lb up at 15-9-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 k .S A. e :�'��••\'�G E NSF .•2� ��. • No 39.38Q.._ ' E n L: r S'ONA��`,, Thomas A. Albani PE No.39380 MiTek USA, Inc. FL.Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,7II.7477 rev. 10/03/2015 BEFORE USE. �*R Design valid for use only with MlreM connectors. This design is based only upon parameters shown, and Is for an Individual building component, not [� 7• 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 8 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 regarding the fabrication, storage, delivery, erection and bracing of trusses and Truss systems, see ANSUTPII 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 36610 Job Truss Truss Type Qty Ply T8129767 J31169A A01G Roof Special Girder 1 1 Lh Refee ce o do al East coast I r➢5a, rL HerCe, nL 3484e LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=54, 3-6=-54, 6-8=54, 15-18=20 Concentrated Loads (lb) Vert: 10=360(B) 23=68(B) 26=111(B) 27=53(B) 28=0(B) 29=-57(B) ID:K6gabwRvaoP42WIy8JYxvziaWn-QHLBsROQVoQL8vowwgXOGJJA iJgiNggKrZa1PzhDhl ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8129768 J31169A A02 Roof Special 1 1 Lb Reference (optional East coast i russ, f t. Pierce, M s4U40 n . e.v a .,au w c r.. .. o „ ... , ... ... .. ID:K6gabwRvaoP42Wly8JYxvziaWn-vTvZ3nO2G6YCm3N6UX2dpWrJY6ZFRuepZVl7aszhDhk , 4-9-14 9-0-0 14-5.7 18-11-14 24-2-11 4-9-14 4-2-2 5-5-7 4-6-7 5-2-13 1 ST1 4x4 = 4x8 = Scale=1:41.9 4x4 = 3x8 = 4x4 = 4x4 = 3x4 = 9-0-0 14-5-7 23-10-2 24r2-11 9-0-0 55-7 94-11 0�4 Plate Offsets (X Y)— [1:0-1-10.Edgej. [4:0-5-4 0-2-0j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.17 7-17 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.46 7-17 >637 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 108 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=894/0-8-0 (min. 0-1-8), 6=899/0-8-11 (min. 0-1-8) Max Horz 1=176(LC 6) Max Uplift 1=638(LC 8), 6=-648(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1714/1340, 2-3=-1441/1086, 3-18=-1300/1069, 4-18=-1300/1069, 4-5=-1472/1094, 5-6=-1794/1380 BOT CHORD 1-9=-1144/1543, 8-9=-811/1343, 7-8=-811/1343, 6-7=-1189/1635 WEBS 2-9=336/387, 3-9=93/323, 4-7=60/347, 5-7=373/410 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. Encl., GC MWFRS i cantilever left and right exposed Lumber DOL=1.60 DOL=1.60 li,I ; plate grip 3) Provid adequate d Al q, rainage prevent water ponl);ing ,,,,-, ' 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 bottom live load loads. ��,•�\Ci E N, psf chord nonconcurrent with any other•live ' 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. No 3 93 8 0.._- 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 638 lb uplift at joint 1 and 648 lb uplift at joint 6. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord andY2" gypsum ' sheetrock be applied directly to the bottom chord. •. E LOAD CASE(S) Standard i� ' O N A` %*% Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. February 26,2016 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 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 truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall r�• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Qualily 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 36610 Job Truss Truss Type Cry Ply T1Jb T8129769 J31169A A03 Roof Special 1 efe e e (optional East Coast Truss, FL Pierce, FL 34946 nun: 8.000 a uan 1 a 201 o rnnr, 6.000 s ,,en o 20 16 ivu I en hid—b ia,, m,,. F aaa ID:K6gabwRvaoP42WIy8J'VxvziaWn-NfTxH7Pg1Qg30Dyl2FZsLkOUzV MAHuzn92h6lzhDhj 5 9-14 11-0-0 13-1-B 18-9-0 25-0-14 5-9-14 2-1-8 1 5-7-8 6-3-14 5.00 12 4x8 = 4.60112 4x4 = 23 5 Scale = 1:44.2 14 13 II 3x4 = 1x4 II 3x4 =3x4 =3x8 = 3x4 1x4 II 3x4 = 5-9-14 11-0-0 131-8 18-9-0 24-8-5 25r0-14 5-9-14 5-2-2 2-1-I1 5-7-8 5-11-4 MA - LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.16 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.24 9-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.45 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code FBC2014frP12007 (Matrix-S) Weight: 121 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=92410-8-0 (min. 0-1-8), 8=931/0-8-11 (min.0-1-8) Max Horz 1=218(LC 6) Max Uplift 1=664(1_C 8), 8=-667(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1813/1290, 2-3=-1341/1017, 3-4=-1285/1032, 4-23=-121311035, 5-23=-1213/1035, 5-6=1292/1035, 6-7=-1349/1023, 7-8=1885/1348 BOT CHORD 1-1 4=-1 086/1624, 13-14=-1086/1624, 12-13=-684/1193, 11-12=-684/1193, 10-11=1154/1707, 9-1 0=-1 154/1707, 8-9=-1154/1707 WEBS 2-13=558/448, 4-13=-152/296, 5-11=-126/286, 7-11=-606/500 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 664 lb uplift at joint 1 and 667 lb uplift at joint 8. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard A- ,9 �� •r . GENS AA -- No 39380. --- , 10 N AX. Thomas A. Alban(PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 -- ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 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 property incorporate this design into the overall ri�Y iTek• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iYl is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the `�Ar fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8129770 J31169A A04 Roof Special Girder 1 1 �Job Reference(optional) East Coast Truss, Ft. Pierce, FL 34946 Run: 8.000 S Jan 16 2016 Print: 8.000 5 Ja❑ 5 2016 MI I ek Industries, Inc. Fri Feb 26 16:3929 20i6 Page l ID:K6gabwRvaoP42Wly8J'VxvziaWn-rs1 JUSQlojdw?NXVby45uxxgDvHVvmj6OpnEekzhDhi 4-6-14 B-6 125-2 15-8-13 19-0-9 21-10-10 25-4-8 4-6-14 3-11-2 3-11-2 3-3-12 3-3-12 2-10-1 3-5-14 5.00 F12 I 4x4 4.60 12 Scale=1:46.0 Ia 3x4 = 1x4 II 3x4 = 5x12 = 5x5 = 3x4 = 1x4 II 3x4 = 45-14 , 125-2 15-8-13 , 19-0-9 , 21-10-10 2.1 0 2 -4 45-14 3-11-2 1 3-11-2 35-12 3 3-12 2-10-1 3-15 0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.16 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.20 12-13 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(TL) 0.08 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 135 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 9=954/0-8-0 (min. 0-1-8), 1=938/0-8-0 (min. 0-1-81 Max Horz 1=247(LC 23) Max Uplift 9=-702(LC 8), 1=-679(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1881/1355, 2-3=-159911218, 3-4=1242/1011, 4-5=123611024, 5-6=1217/1022, 6-7=1514/1197, 7-8=-1737/1335, 8-9=-1823/1351 BOT CHORD 1-1 6=-1 161/1800, 15-16=-1161/1800, 14-15=922/1505, 13-14=-922/1505, 12-13=868/1370, 11-12=-1081/1588, 10-11=-1167/1636, 9-1 0=1 167/1636 WEBS 2-15=341/287, 3-15=-84/256, 3-13=524/422, 5-13=-541/702, 6-13=-470/395, 6-12=133/267. 7-12=-316/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 702 lb uplift at joint 9 and 679 lb uplift at joint 1. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 428 lb down and 315 lb up at 19-0-9 on top chord, and 15 lb down and 34 lb up at 19-0-9 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 ' Uniform Loads (plf) Vert: 1-5=54, 5-9=-54, 17-22=-20 Concentrated Loads (lb) Vert: 11=-15(B) ♦��% t,p,PS 111 ACE f1A�����i ♦♦� \�`� �e �I No 39380 : -0 t , E ; jL C? ��i�SS'� N A ��`�♦♦ /11111 Thomas A. Mani PE No.39380 MITek USA, Inc. FL.Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 ® WARNING - Verify'design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 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 bullding 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 ANSI/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 36610 Job Truss Truss Type Qty Ply T8129771 Lb J31169A A05 Common 5 1 Reference (optional) East coast Truss, Ft. Fierce, t-L 34946 nuu. v.vvv a vau ..- v.w... oo„ � ,,,.—... ..... e.. . ID:K6gabwRvaoP42Wly8jVxvziaWn-rs 1 JUSQlojow?NXVby45uxxfFvHwvmU60pn EekzhDhi 6-8-0 12-84 18-8-8 25-4-8 6-8-0 6-04 6-04 6.8-0 Scale=1:44.5 5.00 12 4x6 = ST1.5x I� 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 8-8-2 16-M 25-0-0 2$4 8 8-8-2 8-0-5 8-3-10 04 Plate Offsets (X Y)— [1.0-1-2 Edgej f7:0-1-2 Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.17 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.34 8-11 >898 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-S) Weight: 108 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=93810-8-0 (min. 0-1-8), 7=940/0-8-0 (min. 0-1-8) Max Horz 1=252(LC 7) Max Uplift 1=672(1_C 8), 7=-675(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1770/1309, 2-3=-1566/1200, 3-4=-150011212, 4-5=-1495/1205, 5-6=-1560/1193, 6-7=-1763/1301 BOT CHORD 1-11=-1091/1678, 11-20=-604/1068, 10-20=-604/1068, 10-21=-604/1068, 9-21=-604/1068, 8-9=-604/1068, 7-8=1082/1572 WEBS 4-8=334/639, 6-8=-388/458, 4-11=344/644, 2-11=-391/464 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) I�Exp DS Encl., CE 1G pi 0 18o MPh (3-second gust) WFRS (directional); antilever left andDr right exposed:Lumber DOL=1 60 plate grip OL=1.604ft; Cat. ,```-��AA�PS A. q�����, 3) Plate(s) at joint(s) 3 and 5 checked for a plus or minus 5 degree rotation about its center. % 4) Plate(s) at joint(s) 4, 1, 10, 8, 6, 11, 2, 7 and 9 checked for a plus or minus 0 degree rotation about its center.•••% G E N S • '9A- �j 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� F••'. [� �.0 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 No 39380, 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 672 lb uplift at joint 1 and 675 lb uplift at ;— joint 7. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. : E : �; LOAD CASE(S) Standard �� �•.• OR , Q• ��� O N AL E�G Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. * Design valid for use only with PNTekO 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 ii■ 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 ANSI/TPII Quality Criteria, DSB-89 and BCSI BuBding Component 6904 Parke East Blvd. Safety Information available fromYruss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Ts1z9T7z J31169A A06 Roof Special 1 1 Lb Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 Run: 6.000 s uan is 20% rnnu 6.000 s dan a cu io FATuk aivasmes, hiu. F" rro 16 &V %V rage I D:K6gabwRvaoP42Wly8JV VxvziaWnJ2biioRwZ1 xndW5h9gcKQ9Tg8Jg3eAdFFTXoAAzhDhh 6-5-10 12-3-7 13-2-9 18-11-10 25-4-8 66 102 5-9-13 -11-2 5-9-1 64-14 ST1.5x �I 3x4 = 0.69112 5.00 12 4x6 = 4x8 = 5x12 = 3x4 = 3x4 = 1x4 II Scale=1:46.0 3x4 = 6-5-10 12-3-7 13-2-9 18-11-10 25-0-0 25 4 8 6-5-10 5 9-13 11-2 5-9-1 6-0.6 04 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 FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 CSI: DEFL. in (loc) I/defl Ud TC 0.48 Vert(LL) 0.16 9-11 >999 240 BC 0.46 Vert(TL) -0.23 9-11 >999 180 WB 0.50 Horz(TL) 0.08 8 n/a n/a (Matrix-S) REACTIONS. (lb/size) 1=936/0-8-0 (min. 0-1-8), 8=941/0-8-0 (min. 0-1-8) Max Horz 1=243(LC 7) Max Uplift 1=673(LC 8), 8=-674(LC 8) PLATES GRIP MT20 244/190 Weight: 126 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1806/1285, 2-3=-1294/993, 3-4=-1231/1005, 4-5=-1118/988, 5-6=-1213/991, 6-7=1276/979, 7-8=1795/1282 BOT CHORD 1-1 3=1 072/1629, 12-13=-1072/1629, 11-12=-619/1127, 10-11 =-1 070/1600, 9-1 0=1 070/1600, 8-9=1070/1600 WEBS 2-12=-615/499, 4-12=-226/418, 5-12=-265/213, 5-11=-1611322, 7-11=625/501 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 par 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 673 lb uplift at joint 1 and 674 lb uplift at joint 8. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and''%" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard I$ %%%J11111111111'.I,, A, No 39380. _.____ -J = 7 "/1111110 Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with M702 connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Job Truss Truss Type Qty Ply T8129773 J31169A A07 Roof Special 1 1 Lb ' Reference do East Coast Truss, Ft. Pierce, FL 34946 Run: 8.000 s Jan 15 2016 Print: 8.000 s Jan 5 2016 MiTek Industries, Inc. Fri Feb 26 16:39:30 2016 Page 1 ID:K6gabwRvaoP42Wly8_jVxvzia Wn-J2bitoRwZl xndW5h9gcKQ9TgmJbteDcFFTXoAAzhDhh 5-7-3 10�-9 15-6-3 20-1-7 25-4-8 5-7-3 4-11 6 4-11-9 4-7 4 5-3-1 Scale = 1:44.9 0.69112 4x4 = 4x8 = 3 20 21 4 I9 3x4 = 1x4 II 3x4 = , 3x8 = 3x4 = 3x4 = 3x8 = 5-7-3 i10�-9 15-6-3 25-0-0 2$-4,8 5-7-3 4-11-6 4-11-9 9-5-13 013 Plate Offsets (X Y)— 11'0-1-14 0-0-2),j4'0-5-4 0-2-Ol. r6.0-4-2 0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.17 7-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.46 7-19 >664 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(TL) 0.08 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 118 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=93510-8-0 (min. 0-1-8), 6=943/0-8-0 (min. 0-1-8) Max Horz 1=204(LC 7) Max Uplift 1=672(LC 8), 6=-675(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. • TOP CHORD 1-2=-1848/1311, 2-3=-1412/1084, 3-20=-1264/1063, 20-21 =1 268/1062, 4-21 =-1 275/1062, 4-5=-1482/1092, 5-6=1791/1363 BOT CHORD 1-11=1108/1680, 10-11=-1108/1680, 9-10=-1108/1680, 8-9=775/1331, 7-8=-775/1331, 6-7=-1152/1609 _ WEBS 2-9=-516/404, 3-9=163/358, 4-7=-58/370, 5-7=-390/413 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) CE 1G Cat. nd gust) left A111q��',,' I�Exp DS Encl., piIto 18; MPWFRS (direct onal) cantilever and right exposed; Lumber DOLI1 60 plate grip DOL=1.604ft; ``PS 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��,`�,•�� G E N SF.; 9�j,� 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 i will fit between the bottom chord and any other members. No 3938 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 672 lb uplift at joint 1 and 675 lb uplift at joint 6. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and'/2" gypsum sheetrock be applied directly to the bottom chord. E • �� LOAD CASE(S) Standard • %% Thomas A. AlbanlPE No.39380 MfTek,USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 26,2016 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 1010312015 BEFORE USE. *R Design valid for use only with MRek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not J[ pal' 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 ANSI/TPII 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 36610 Job Truss Truss Type Qty Ply T8129774 Lb J31169A A08 Roof Special 1 1 Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 Run: 8.000 s Jan 15 2016 Print: 8.000 s Jan 5 2016 MiTek Industries, Inc. Fri Feb 26 16:39:31 2016 Page 1 I D:K6gabwRvaoP42WIy8JVxvziaWn-nE94v8SZKL3eFggtjN7ZzM0_bjx3NhTPT7GLjdzhDhg 4-B-12 8-9-11 13-3-12 17-9-12 25-4-8 4-8-12 4-0-15 4 6-0 4 6-0 7-6-12 Scale=1:44.9 44 = 0.69 b2L 3x4 = 4x6 = 19 4 5 I� 0 IV r 3x4 = 3x8 = 3x4 = 3x4 = 3x4 = 3x4 = 8-9-11 i 17-9-12 25-0-0 _ _2__��8 8-9-11 9-0-1 7-2.4 0� LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.16 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.38 7-10 >812 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.08 6 n/a n/a BCDL 10.0 Code FBC20141TPI2007 (Matrix-S) Weight: 110 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=936/0-8-0 (min. 0-1-8), 6=942/0-8-0 (min. 0-1-8) Max Horz 1=165(LC 7) Max Uplift 1=-669(LC 8), 6=678(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. • TOP CHORD 1-2=-1840/1410, 2-3=-1576/1157, 3-19=-143411130, 4-19=-144211128, 4-5=1543/1225, 5-6=-1727/1213 BOT CHORD 1-10=1211/1672, 9-10=1089/1628, 8-9=-1089/1628, 7-8=-1089/1628, 6-7=-978/1522 WEBS 2-10=-326/385, 3-10=-218/439, 4-10=-331/284, 5-7=-10/325 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=25ft; eave=4ft; Cat. Il; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 669 lb uplift at joint 1 and 678 lb uplift at joint 6. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard o%t`�`PS' A. 00 No 39380.._ ram• ► OR X % ,rnn� Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 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 r building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Bullding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8129775 J31169A A09G Roof Special Girder 1 1 Lb Reference(optional) East Coast Truss, Ft. Pierce, FL 34946 Run: 8.000 is Jan 15 2016 Print: 8.000 s Jan 5 2016 MTek Industries, Inc. Fri Feb 26 16:39:32 2016 Page 1 I D:K6gabwRvaoP42 Wly8_jVxvziaWn-FRjS6USB4eBVsgF4H5e6Waz3F7EA63WYinOuF3zhDhf 3-105 7-0-13 11 5-0 15 9 3 20-1� 25 4 8 3-10-5 3-2-8 4.4-3 4-4-3 4-4-3 5-3-2 oilST1. ¢I 0 5x6 = 5.00 12 0.69112 5x8 M18SHS = 4x8 M18SHS = 22 I 3x4 4 �� 1^ = o. . Scale = 1:44.9 1.5 1Z II a 3x8 = 1x4 I 3x8 = 5x6 WB = 5x8 M18SHS = 1x4 II 3x8 = 3x4 = I$ 3-10 5 7-0-13 11 5-0 15-9-3 20-1.8 25-0-0 25.4 8 3-10-5 3-2-8 411 4-4-3 4-4-3 4-10-10 0-4 Plate Offsets (X Y)- [1.0-8-0 0-0-21 f3.0-3-0 0-2-21,j4:0-3-6 0-3-01,16.0-5-4.0-2-01,17:0-4 2 0-1-81,19:o-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.56 9-11 >546 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.59 9-11 >518 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.53 Horz(TL) 0.16 7 n/a n/a BCDL 10.0 Code FBC2014/1-PI2007 (Matrix-M) Weight: 119 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. 6-7,4-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-0-10 oc bracing. BOT CHORD 2x4 SP NoA 'Except' MiTek recommends that Stabilizers and required cross bracing 7-9: 2x4 SP 285OF 1.8E be installed during truss erection, in accordance with Stabilizer WEBS 2x4 SP No.3 Installation guide. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=1832/0-8-0 (min. 0-2-3), 7=1755/0-8-0 (min. 0-1-8) Max Horz 1=126(LC 7) Max Uplift 1=-1622(LC 8), 7=1639(LC 8) Max Grav 1=1834(LC 29), 7=1797(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=3907/3502, 2-3=-3895/3597, 3-22=3650/3423, 4-22=-3662/3431, 4-23=-4540/4230, 23-24=-4545/4229, 24-25=-4551/4236, 5-25=4563/4242, 5-26=-4554/4296, 26-27=4562/4301, 6-27=4570/4306, 6-7=-3755/3532 BOTCHORD 1-13=-3134/3601, 12-13=-3134/3601, 12-28=-4031/4514, 11-28=4031/4514, 10-11=4173/4610, 10-29=-4173/4610, 29-30=-4173/4610, 9-30=-4173/4610, 8 / 3408, r539 �431/517, A. WEBS 2-12=-484 465, 3- 2=31127/1338, 4-12=31134/ 01= 5 0, 4--113 329 6-9=111011358, 6-8=-176/281 4111.. ,,% -%NNS' I� `� OM.,,.•«..,.e qA -•, E NS�•• NOTES- 1) Unbalanced roof live loads have been considered for this design. ��,��••�`G NO 39380.._ • -- - 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=25ft; eave=oft; Cat. — II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber D0L=1.60 plate grip D0L=1.60 3) All plates are MT20 plates unless otherwise indicated. = 4) Plate(s) at joint(s) 1, 6, 7, 2, 13, 12, 4, 11, 5, 9 and 8 checked for a plus or minus 0 degree rotation about its center. 'Q 5) Plate(s) at joint(s) 3 and 10 checked for a plus or minus 3 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.'Y' • E f(/J <(� 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� •• Q•�;• will fit between the bottom chord and any other members. 1622 lb 1 1639 lb ••, ��`�� i�� O R -*I 9 • • • 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding uplift at joint and uplift \ % 'fI1 1/ONA' �, at joint 7. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Geri 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��®® a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall f/Y�• building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/ITI1 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 36610 Job Truss Truss Type Qty Ply T8129775 Lb J31169A A09G Roof Special Girder 1 1 Reference (optional East coast Truss, Ft. Pierce, rL'34114b I D:K6gabwRvaoP42 W Iy8JUxvzia Wn-FRjS6US B4eBVsq F4H5eo WaZ3F7EA63 W r n0uF3zhDhf NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 lb down and 248 lb up at 7-0-13, 182 lb down and 229 lb up at 9-1-13, 177 lb down and 219 lb up at 11-2-1, 172 lb down and 210 lb up at 13-2-5, 166 lb down and 200 lb up at 15-2-9, 161 lb down and 190 lb up at 17-2-12, and 156 lb down and 182 lb up at 19-3-0, and 154 lb down and 186 lb up at 20-1-6 on top chord, and 564 lb down and 550 lb up at 7-0-13, 73 lb down and 21 lb up at 9-1-13, 68 lb down and 22lb up at 11-2-1, 63 lb down and 22 lb up at 13-2-5, 58 lb down and 23 lb up at 15-2-9, 53 lb down and 23 lb up at 17-2-12, and 48 lb down and 24lb up at 19-3-0, and 251 lb down and 316 lb up at 20-0-10 on bottom chord. Thedesign/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-6=-54, 6-7=54, 14-17=20 Concentrated Loads (lb) Vert: 3=-111(F) 6=-65(F) 12=-564(F) 4=-97(F) 11=-52(F) 8=-173(F) 22=-104(F) 24=-89(F) 25=-82(F) 26=-75(F) 27=-67(F) 28=-55(F) 29=-49(F) 30=-46(F) 31=-43(F) 32=39(F) ®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCEPAGE MII-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with M7ek0 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 B 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 ANSI/iPll 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 36610 Job Truss Truss Type Qty PIY T8129776 J31169A BOtG Half Hip Girder 1 1 Lb eo Reference tonal East coast Iruss, m. fierce, r L'J4a4o ,.�i,. ....,�. .. .�... ...........__..___._....._.....___...__,..._.....____._______._- ID:K6gabwRvaoP42WIy8J'VxvziaWn jdHgKgTpryJMU-gGgo912n5LwWjj-ra9ixRlSnVzhDhe 5-0-0 9-4-0 5-0-0 44-0 Scale=1:17.7 44 = 3x4 = LX4 — ST1.5x8 STP = 5-0-0 9-4-0 5-0-0 4-4-0 Plate Offsets (X Y)- 11'0-0-2 Edge LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.06 5-8 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.07 5-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC20141TPI2007 (Matrix-M) Weight: 40 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-10-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=491/0-8-0 (min. 0-1-8), 4=600/0-8-0 (min. 0-1-8)' Max Horz 1=154(LC 8) Max Uplift 1=-378(LC 8). 4=-551(LC 8) Max Grav 1=496(LC 29). 4=600(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-869/682, 2-9=-772/682, 3-9=-772/682, 3-4=-554/578 BOT CHORD 1-5=693/773 WEBS 3-5=736/835 NOTES- 1) Unbalanced roof live loads have been considered for this design. Cat. 2) nd gust) cantilever left DOL 1 604ft; CE 1GCpi It0.18o DLumber IExp DS Encl., MWFRS (dmph irectional); anal) and�ight exposed DOL=1 60 plate grip ♦,,,,-,�pf.PS �e �% 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a or minus 0 degree rotation about its center.♦♦,<� ♦ �\: •� \ C E N S ••, 92 �j plus 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 No 3938 will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 378 lb uplift at joint 1 and 551 lb uplift at joint 4. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 146 lb down and 178 lb up at •- ► : E :� 5-0-0, and 146 lb down and 169 lb up at 7-0-12, and 84 lb down and 108 lb up at 9-2-4 on top chord, and 241 lb down and 236 lb • ���� up at 5-0-0, and 39 lb down at 7-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of ` [� • O R , Q .`' ��,♦ 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). i��'ss�O N Ai, ``,♦ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Thomas A. Albanl PE No.39380 Uniform Loads (plf) MiTek USA, Inc. FL Cert 6634 Vert: 1-2=-54, 2-3=-54, 4-6=-20 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with M7e10 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 q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPll 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 36610 Job Truss Truss Type Qty Ply T8129776 lJob J31169A BO1G Half Hip Girder 1 1 Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 2=-55(B) 5=-241(B) 3=-30(B) 9=55(B) 10=-29(B) nun: o.uuvs vmi io<u io nun. o.vvv x ven v av,v nvi IN .o ,,,, ovw ,v..zi_ ID:K6gabwRvaoP42Wly8jVxvziaWn jdHgKgTpryJMU_gGgo912n5LwWjj_ra9ixRlSnVzhDhe WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE W-7473 rev. 1010312015 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 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 Mire 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 ANSI/TPII 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 36610 Job Truss Truss Type Qty Ply T8129777 Lb J31169A -CJ1 Jack -Open 1 1 Reference (optional East Coast Truss, FL Pierce, FL 34946 nun: o.uuu s dan w cu iv nnn: o.uuu s uen a u u nn i cn muua n u . .u. I D:K6gabwRvaoP42Wly8•j'VxvziaWn-BpgCXAURcGRC68PSO Wg Gb?edSw6_a5MrA5V?JyzhDhd 1-0.0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 4 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) LUMBER - TOP CHORD 2x4'SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=66/0-3-5 (min. 0-1-8), 2=6/Mechanical, 3=1/Mechanical Max Horz 1=30(LC 8) Max Uplift 1=34(1_C 8), 2=-16(LC 8), 3=-3(LC 8) Max Grav 1=68(LC 13), 2=9(LC 13), 3=5(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:6.5 PLATES GRIP MT20 244/190 Weight: 3 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 1, 16 lb uplift at joint 2 and 3 lb uplift at joint 3. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard .`%�pMPs No 3938Q.._._ E (�u� ��nnnl/l Thomas A. Albani PE No.39380 MRek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 A WARNING - Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with NbTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall• building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIT Qualay Criteda, 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 36610 Job Truss Truss Type oty Ply T8129778 J31169A -CJ1A Jack -Open 1 1 o eee ce c t'o al East Coast Truss, Ft. Pierce, FL 34946 al 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 TCDL 7.0 Lumber DOL 1.25 BC 0.02 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=37/0-8-0 (min. 0-1-8), 2=20/Mechanical, 3=17/Mechanical Max Horz 1=30(LC 8) Max Uplift 1=19(LC 8), 2=-22(LC 8), 3=-12(LC 8) Max Grav 1=38(LC 13), 2=22(LC 13), 3=19(LC 13) • FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Run: 8.000 s Jan 15 2016 Print: 8,000 s Jarl 5 20 io nu i en muusmos. inc. F.. rev sv w.aa.ago , I D:K6gabwRvaoP42WIy8JVxvziaWn-BpgCXAURcGRC68PSOWgGb?edUw8xa5MrA5V?JyzhDhd 1-0-0 1-0-0 1-0-0 Scale = 1:6.5 p DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.00 4 >999 240 MT20 244/190 Vert(TL) -0.00 4 >999 180 Horz(TL) -0.00 3 n/a n/a Weight: 3 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 1, 22 lb uplift at joint 2 and 12 lb uplift at joint 3. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used, in the analysis and design of this truss. LOAD CASE(S) Standard %%I I a u w'rIf �p,S A. q< No 39.38_0..__, � 1L E (L: % .nnn Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: February 26,2016 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty PIY T8129779 J31169A -CJ3 Jack -Open 1 1 LbReference(optional) East Coast Truss, Ft. Pierce, FL 34M 2x4 = ID:K6gabwRvaoP42Wiy8JVxyztaWn-BpgCXAURcGRC68PSOWgGb?ebdw6xa5MrA5V?JyzhDhd 3-0-0 3-0-0 Scale = 1:10.8 05-4 2-6-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 3-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.00 3-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/rP12007 (Matrix-M) Weight: 9 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=135/0-3-5 (min. 0-1-8), 2=58/Mechanical, 3=25/Mechanical Max Horz 1=90(LC 8) Max Uplift 1=-72(LC 8), 2=84(LC 8) Max Grav 1=140(LC 13), 2=67(LC 13). 3=42(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; 13=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate -grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 1 and 84 lb uplift at joint 2. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard • N �I No 39380._ ro A Ef11111111L ' E?G Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/20fS BEFORE USE. ' Design valid for use only with MlekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Cdteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8129780 J31169A -CJ3A Jack -Open 1 1 ob efe ence o io al East Coast Truss, Ft. Fierce, t-L "AU41 5 2x4 = I D:K6gabwRvaoP42Wly8_jVxvziaWn-g00bIWV3NZZ3jl_eyDBV7CBl_KSxJYc_OIEYsOzhDhc Scale = 1:10.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.01 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 9 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (IbMize) 1=109/0-8-0 (min. 0-1-8), 2=68/Mechanical, 3=40/Mechanical Max Horz 1=90(LC 8) Max Uplift 1=58(LC 8), 2=87(LC 8), 3=-1O(LC 8) Max Grav 1=113(LC 13), 2=78(LC 13). 3=52(LC 3) • FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.20sf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 fit between the. bottom IIILIIIff will chord and any other members.�� for truss to truss A. -1If 5) Refer to girder(s) connections. ,�� p,S A \�' ...... �e,9�,♦, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 1, 87 lb uplift at joint 2 and 10 lb upliftatjoint3. •�•� •••\ S'•••. -v 7) "Semi including heels" Member end fixity model was used In the analysis and design of this truss. �' �� -rigid pitchbreaks `� •t' No 39380. _••: LOAD CASE(S) Standard r F _ E /lull Thomas A. Alban( PE No.39380 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa, FL 33610 Date: February 26,2016 ®WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Wek® 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII QualltyCritedo, 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 36610 Job Truss Truss Type Qty PIY T8129781 J31169A -EHJ7 Diagonal Hip Girder 1 1 Lb Reference (optional) East Coast Truss, Ft. Pierce, FL 34941ti nuii.W.Wwaai,i..w,vr.........o.,I .... ID:K6gabwRvaoP42Wly8jVxvziaWn-g00bIWV3NZZ3jl_eyDBV7CBYJKG2JUV OIEYsOzhDhc 3-8-5 6-10-3 3-85 3-1-14 2x4 II Scale = 1:16.4 4x4 = 3-8-5 6-10-3 05-10 3-2-11 3-1-14 Plate Offsets (X Y)— L-2-12 Edgej i2:0-4-4 0-1-8j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.04 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(TL) 0.07 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.26 Horz(TL) -0.01 7 n/a n1a BCDL 10.0 Code FBC2014frP12007 (Matrix-M) Weight: 30 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-10-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Quide. REACTIONS. (lb/size) 1=207/0-10-10 (min. 0-1-8), 7=302/Mechanical Max Horz 1=157(LC 8) Max Uplift 1=-916(LC 17), 7=-449(LC 8) Max Grav 1=719(LC 23), 7=453(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=786/806, 2-3=7151714 BOT CHORD 1-9=-819/672, 8-9=8191672, 8-16=-819/672, 7-16=-819/672 WEBS 3-7=728/887, 2-9=-284/680 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. DOL=1.60 DOL=1.60 BPS (directional); cantilever and right exposed ;Lumber plate grip Iplus % A- 14 .ft or minus s0 degree notation about its centerFRS 2) Plates checked or 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • in 3-6-0 tall by 2-0-0 .......... E N.9 •••; 9/f���i 4) This truss has been designed for a live load of 20.Opsf on the bottom chord all areas where a rectangle wide ���,<� •• will fit between the bottom chord and any other members. �4 5) Refer to girder(s) for truss to truss connections. No 39380 — 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 916 lb uplift at joint 1 and 449 lb uplift at joint 7. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 418 lb down and 731 lb up at 1-5-4, 418 lb down and 731 lb up at 1-5-4, and 150 lb down and 118 lb up at 4-5-13, and 150 lb down and 118 lb up at 4-5-13 on i E_ top chord, and 15lb down and 22 lb up at 4-5-13, and 15 lb down and 22 lb up at 4-5-13 on bottom chord. The design/selection of •:L: 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). • { �� Q N AX_Q LOADCASE(S) Standard I�������i 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Thomas A. Albans PE No.39380 Vert: 6-10=-20 Mfrek USA, Inc. FL Cert 6634 Concentrated Loads (lb) 6904 Parke East Blvd. Tampa FL 33610 Vert: 2=641(F=320, B=320) 16=-18(F=-9, B=-9) Date: February 26,2016 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7477 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 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 its to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type aty Ply T8129781 J31169A -EHJ7 Diagonal Hip Girder 1 1 Lb Re e e ce (optional) East Coast Truss, Ft. Pierce, K 3494U LOAD CASE(S) Standard Trapezoidal Loads (pif) Vert: 1=54-to-4=-116(F=62), 4=-76(F=-62)-to-5=-79(F=-65) oy ID:K6gabwRvaoP42Wiy8JUxvziaWn-g00bIWV3NZZ3jl_eyDBV7CBYJKG2JUV OIEYsOzhDhc ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only Wth MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI7 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 36610 Job Truss Truss Type Qty Ply T8129782 Lb J31169A -EHJ8 Diagonal Hip Girder 1 1 Reference (optional East Coast Truss, Ft. Pierce, FL 34946 Kun: o.uuu s Jan i o zulo rnm: o.uuu s uan a zu io ivu i eK mausmes, mc, rn rev — ioa zv io rage i ID:K6gabwRvaoP42Wly8_jVxvziaWn-8CyzysVh8thwLRZrWwkgQjrukmP2z 8dP_60gzhDhb 4-4-11 M-12 4-4-11 3-11-1 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 TCDL 7.0 Lumber DOL 1.25 BC 0.27 BCLL 0.0 Rep Stress Incr NO WB 0.18 BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=359/0-9-10 (min. 0-1-8), 6=384/Mechanical Max Horz 1=211(LC 8) Max Uplift 1=253(LC 8), 6=378(LC 8) Max Grav 1=372(LC 26), 6=397(LC 25) 2x4 11 Scale = 1:20.5 3 4 n» „ 3x6=5 DEFL. in (loc) I/deft Ud Vert(LL) 0.02 6-7 >999 240 Vert(TL) -0.03 6-7 >999 180 Horz(TL) -0.01 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 37 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-1-8 oc bracing. Fin Tek recommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer stallation uidG. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-13=645/401, 13-14=611/393, 14-15=-593/393, 2-15=554/396 BOT CHORD 1-17=525/545, 17-18=525/545, 7-18=525/545, 7-19=525/545, 6-19=-525/545 WEBS 2-6=593/571 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat.. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 253 lb uplift at joint 1 and 378 lb uplift at joint 6. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94 lb down and 40 lb up at 1-2-5, 148 lb down and 74 lb up at 2-3-12, 120 lb down and 112 lb up at 3-7-1, and 198 lb down and 188 lb up at 5-11-3, and 156 lb down and 190 lb up at 5-11-14 on top chord, and 5 lb down and 14 lb up at 2-3-12, 16 lb down and 21 lb up at 3-7-1, and 28 lb down and 29 lb up at 5-11-3, and 40 lb down and 27 lb up at 5-11-14 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-14, 5-8=20 Concentrated Loads (lb) Vert: 15=-3(B) 16=-67(F=-11, B=56) 17=-5(F) 18=-11(B) 19=53(17=-17, B=-35) ♦♦♦,,MPS'A. A4B���� ♦♦��O G E'N No 39380..._ Eop K/L� C? s `O N A� `t. %% Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MRek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8129783 Lb J31169A -EHJ11 Diagonal Hip Girder 1 1 Reference (optional East Coast Truss, Ft. Pierce, FL 34945 Kun: o.uuu s uan io zuio rnm: o.uuu s dan o 4u,o m, i kind—n s, mu. rn reu co ,o:a7:562u,o rage , I D: K6gabwRva oP42 WIy8J'Vxvzi a Wn-8 CyzysV h8thwLRZrwm kg Qjp W kjY2v28dP_60gzhDhb 5-7-12 10-7-12 5-7-12 5-0-0 3x4 = 0NO0 6-0 5-7-12 10-7-12 5-1-12 - --- - 5-0-0 - - - - - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.06 6-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.08 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) -0.02 6 rife n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=475/1-0-3 (min. 0-1-8), 6=533/Mechanical Max Horz 1=213(LC 21) Max Uplift 1=366(LC 8), 6=503(LC 8) Max Grav 1=482(LC 25), 6=543(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-13=1021/731, 2-13=9531737 BOT CHORD 1-15=-859/937, 7-15=-859/937, 7-16=-859/937, 6-16=-859/937 WEBS 2-6=-929/852 3x4 11 Scale = 1:20.4 3 4 5x5 = PLATES GRIP MT20 244/190 Weight: 45 lb FT = 0% Structural wood sheathing directly applied or 5-8-10 oc purlins, except end verticals. Rigid ceiling directly applied or 6-4-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 366 lb uplift at joint 1 and 503 lb uplift at joint 6. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 116 lb down and 60 lb up at 2-9-6, 111 lb down and 53 lb up at 2-9-5, 146 lb down and 123 lb up at 5-5-3, 141 lb down and 117 lb up at 5-5-2, and 179 Ib down and 187 lb up at 8-1-0, and 174 lb down and 182 lb up at 8-0-15 on top chord, and 10 lb down and 21 lb up at 2-9-6, 5 lb down and 13 lb up at 2-9-5, 26 lb down and 30 lb up at 5-5-3. 20 lb down and 23 lb up at 5-5-2, and 43 lb dawn and 34 lb up at 8-1-0, and 38 lb down and 30 lb up at 8-0-15 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). LOAD CASE(S) Standard 1) Dead + Roof Live, (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-4=-14, 5-8=20 `,,{{{If1111111�,'I NS A. I CEN 80 No 393 � _ � YL E V 11111{ Thomas A. Alban) PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. �* Design valid for use only with Milek® connectors. This design is based only upon parameters shown, and is for an individual building component, not p�• 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and 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 36610 Job Truss Truss Type Qty Ply T8129783 Lb J31169A -EHJ11 Diagonal Hip Girder 1 1 Reee ce (optional) East Coast Truss, Ft. Pierce, FL 34946 Kun: tl.uuu s Jan to zw o rnnu o.uuu s Jan o euio MI I ek inousrnes, Inc. rn reo zo io;J9:36 zV to rage z I D:K6gabwRvaoP42Wly8_jVxvziaWn-8CyzysVh8thwLRZrWwikgQjpWkjY2v28dP_60gzhDhb LOAD CASE(S) Standard Concentrated Loads (lb) 0 Vert: 7=32(F=12, B=-20) 2=-13(F=-4, B=9) 14=102(F=47, B=55) 15=-14(F=4, B=9) 16=70(1`=32, B=39) ®WARNING- Ved/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 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 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 ANSI/TPII 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 36610 Job Truss Truss Type Oty Ply T8129784 �Job J31169A -EJ1 Jack -Open 1 1 _J Reference(optional) East Coast Truss, Ft. Pierce, FL 34946 1-0-2 <un: a.uuu s uan i o zu io rnnr. 6.000 s dan a 20 io nn i en nmusums, ma rI I F­V lv'QV.Q I ZVI V Faga ID:K6gabwRvaoP42Wly8JVxvziaWn-cOWLAC WJvBpnzb813eEzDdG7189knR5Hs3jfwHzhDha Scale = 1:6.4 0-4.7 2x4 = 0 Plate Offsets (X Y)— [1:0-2-3 0-0-10) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 3 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-2 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. M]Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=16/Mechanical, 1=5810-7-9 (min. 0-1-8) Max Horz 1=28(LC 8) Max Uplift 2=21(LC 8), 1=-32(LC 8) Max Grav 2=18(LC 13), 1=59(LC 13) • FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 fit between the bottom � � 1 fill, will chord and any other members. 5) Refer to for truss to truss connections. 0111 A. , �j� girder(s) ,�� -- A� p,S A �� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 2 and 32 lb uplift at joints. ,�� C\V. •"\GEN�j''•..;9jr'i�i 7) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. c� �` �� `• �' F '• .i LOAD CASE(S) Standard No 3938Q.___., 7 E A;`,` Thomas A. Alban] PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:, February 26,2016 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Wake 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 �pp� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members. only. Additional temporary and permanent bracing ty� iTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII 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 36610 Job Truss Truss Type Qty Ply T8129785 Lb J31169A -EJ1C Jack -Open 2 1 (optional) East coast i russ. rt. vierce, YL 44tl4b - . o•uuu a •.. ,. •' + ,.. — ,. " , • I , " - , I D: K6gabwRvaoP42 W I y8J'Vxvzia Wn-cO WLAC WJvBpnzb813 eEzDdGyDB_Wn R5 Hs3jfwHzh Dha 1-0-2 1-0-2 Scale = 1:6.6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.75 BC 0.73 WB 0.00. (Matrix-M) DEFL. in (loc) I/defl Ud Vert(LL) -0.00 6 n/r 120 Vert(TL) -0.03 6 n/r 120 Horz(TL) -0.07 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 3 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-2 oc purlins. BOT CHORD 2x4 •SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=652/Mechanical, 3=725/0-7-10 (min. 0-1-8) Max Harz 3=31(LC 8) Max Uplift 2=671(LC 13), 3=376(LC 8) Max Grav 2=322(LC 8), 3=749(LC 13) • FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=264/124 NOTES- • 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Thisthe bottom chord in a rectangle 3-6-0 tall by 2-0-0 wide rin all areas where PS A� c will fit between the botomhord and any other members. `,,`,ttn�j 5) Refer to girder(s) for truss to truss connections. 41�.•�\G E N 9/!j, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 671 lb uplift at joint 2 and 376 lb uplift at iS'�•, ��� joint 3. i 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. No 393 S 0.. _ ; LOAD CASE(S) Standard r � • E 0171 ���.�.,• O••,. ' �•0 R 1 ,�. �0�;ss��NA� ►�`',, Thomas A Albani PE No.39380 MiTek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa. FL33610 Date: February 26,2016 ®WARNING. Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.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 Iva building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 36610 Job Truss Truss Type Qty Ply T8129786 Lb J31169A -EJ2 Jack -Open 1 1 Re eceotioa East Coast Truss, H. Ilarce, FL a494b oy� ID:K6gabwRvaoP42 WIy8JUxvziaWn-c0 WLAC WJvBpnzb813eEzDdG7N89GnR5Hs3jfwHzhDha 1-10.0 1-10.0 Scale = 1:8.3 2x4 = 0 4 8 1-10-0 1-5-8 Plate Offsets (X Y)— M iO-1-14 0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M.) Weight: 6lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-10-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=85/0-8-0 (min. 0-1-8), 2=32/Mechanical, 3=18/Mechanical Max Horz 1=56(LC 8) Max Uplift 1=-45(LC 8), 2=-46(LC 8), 3=-6(LC 8) Max Grav 1=88(LC 13), 2=38(LC 13), 3=24(LC 3) ' FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1)Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 fit between the bottom JJ J 1 1 1 1111j111 will chord and any other members. 5) Refer to girder(s) for truss to truss connections. ,��• NS A. q !,, �e 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 1, 46 lb uplift at joint 2 and 6 lb uplift at joint 3. %%6 . •'\G•ENS•'•,9�j�� "Semi ��,`� '• �i 7) -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard NO 39380..._ i .�. s,O N A 11111 Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cert 66N 6904 Parke Fast Blvd. Tampa FL 33610 Date: February 26,2016 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 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 T lek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII QualityCriteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8129787 J31169A -EJ2D Jack -Open 1 1 Lbee Reference(optional) East coast I rUSs, H. Maros, hL 3494t5 �­. Ww .tea„ . ...a„ o,. — ,„,,..,-.. ,,. ,,.y,. I D:K6g abwRvaoP42 W Iy8_j Vxvzia Wn-4 b4j NXXyg Uxealj Dd LIGirpl AXVZWu LR4jTD Sj zhDhZ 1-9-4 1-9-4 Scale =1:8.2 2x4i _ Oli 8 1-9-4 0J-8 1 1.4-12 Pate Offsets (X Y)— j1.0-1-14 0-0-10j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 6 Ib FT = O% LUMBER- BRACING- TOP CHORD 2x4 SO No.3 TOP CHORD Structural wood sheathing directly applied or 1-9-4 oc purlins. BOT CHORD 2x4 SO No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 1=83/0-8-0 (min. 0-1-8), 2=31/Mechanical, 3=17/Mechanical Max Horz 1=54(LC 8) Max Uplift 1=-44(LC 8), 2=-44(LC 8), 3=-6(LC 8) Max Grav 1=86(LC 13), 2=36(LC 13), 3=23(LC 3) • FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=451t; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 fit between the bottom chord and any other members. +++� 11t, will 5) Refer to girder(s) for truss to truss connections. %%t% 11� %N ,pp,S A. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 1, 44 lb uplift at joint 2 and 6 lb uplift at joint 3. •'�\CiENi S'•',•,9/jj# 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ♦♦ '• �' �i No 39380.._••' LOAD.CASE(S) Standard r E �� ► r • ♦ %� Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with M,7ek@ connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p,A building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iYl iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII 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 36610 Job Truss Truss Type Qty Ply T8129788 lJob J31169A -EJ2E Jack -Open 1 1 Refeceot'oal East coast Truss, Ft. Pierce, FL 34u4ti 2x4 = rt : o.u— s van w <u io rnnr. o.uuu s aan u ­—.1 nn. vn niuusuiea mu. r u cu 1 oa 4V iu r yo 1 I D:K6gabwRvao P42 W Iy8J' Vxvzia Wn-4b4jNXXygUxealjDd LI CI rplyXV F WuLR4jTDSjzhDhZ 1-9-4 1-9-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 6 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC20141TP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=65/0-8-0 (min. 0-1-8), 2=39/Mechanical, 3=26/Mechanical Max Horz 1=54(LC 8) Maz Uplift 1=-34(LC 8), 2=-48(LC 8). 3=-11(LC 8) Max Grav 1=67(LC 13), 2=45(LC 13), 3=30(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:8.2 PLATES GRIP MT20 244/190 Weight: 6 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-9-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 1, 48 lb uplift at joint 2 and 11 lb uplift at joint 3. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard .`��Ps A No 39.380. _ _ s�C? �• Thomas A. Alban) PE ND:39380 III USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03/2015 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 i•Y■■ 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 ANSI11PII 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 36610 Job Truss Truss Type Qty Ply T8129789 Lb J31169A -EJ3 Jack -Open 1 1 Reference (ootional) East Coast Truss, Ft. Pierce, FL 34946 2x4 = Run: 8.000 s Jan 15 2016 Print: B.OuO s Jan 5 20i6 Ni I eK industries, Inc. Pn Feb 25 16:39:38 2016 Page! I D:K6gabwRvaoP42W1y8JYxvzlaWn-4b4jNXXygUxealjDdLICIrpGTXTtWuLR4jTDSjzhDhZ Scale = 1:10.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 3-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.01 3-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 10 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purlins. BOT CHORD 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=131/0-8-11 (min. 0-1-8), 2=65/Mechanical, 3=35/Mechanical Max Horz 1=88(LC 8) Max Uplift 1=-74(LC 8), 2=-86(LC 8), 3=-6(LC 8) Max Grav 1=132(LC 13), 2=70(LC 13), 3=49(LC 3) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)'for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 1, 86 lb uplift at joint 2 and 6 lb uplift at joint 3. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard `�,�IIILIIIfL1/�I o . y No 39380._ Thomas A. Alban) PE No.39380 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8129790 Lb J31169A -EJ3C Jack -Open 2 1 Reference (optional) East Coast Truss, Ft. Pierce, FL 34941i 2x4 = nun: o.uuu a pan i av,v nun. e.wv a ran a <o „o.uo.noo, ..— , ... ... — ­....o , ID:K6gabwRvaoP42Wly8JVxvzia Wn-Yne5atYaRo3VCvHQB3GR12LRtxpmFLbaJN Cm?9zhDhY Scale = 1:11.4 04-8 i 2-11-4 Plate Offsets (X Y)— H 70-1-14 0-0-10) I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.01 3-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.01 3-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 10 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=136/0-8-0 (min. 0-1-8), 2=68/Mechanical, 3=36/Mechanical Max Horz 1=99(LC 8) Max Uplift 1=73(LC 8), 2=-94(LC 8), 3=-6(LC 8) Max Grav 1=141(LC 13). 2=79(LC 13), 3=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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. %J1I ,it 5) Refer to girder(s) for truss to truss connections. �� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 1, 94 lb uplift at joint 2 and 6 lb uplift at joint 3. �� �� \ Ci•E N S • ••, 91jj �i` 40j 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �' •• �i No 3938Q..__ LOAD CASE(S) Standard s — h O N A` ` 0% Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa, FL 33610 Date: February 26,2016 ®WARNING -Verify design parameters and READ NOTES ON TRIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 1010312015 BEFORE USE. Design valid for use only with MIT06 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPll 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 36610 Job Truss Truss Type Qty Ply T8129791 Lb J31169A -EJ4 Jack -Open 1 1 Reference (optional East Coast Truss, Ft. Pierce, FL 34945 nun: o.uuu s dan -io zu i o rnm: o.uuu s dan o - ro rvu i ek muusmes, mu. rii rui, C a u io rage D:K6gabwRvaoP421My8JVxvziaWn-Yne5atYaRo3VCvHQB3GR12LNGxmPFLbaJNCm?9zhDhY . 4-10-4 4-10-4 Scale = 1:14.6 2x4 = 0 4-8 4-104 0-4 8 4-5-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.04 3-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.05 3-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014(rP12007 (Matrix-S) Weight: 15 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=192/0-8-0 (min. 0-1-8), 2=109/Mechanical, 3=54/Mechanical Max Horz 1=147(LC 8) Max Uplift 1==104(LC 8), 2=-147(LC 8), 3=4(LC 8) Max Grav 1=200(LC 13), 2=125(LC 13), 3=79(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 1, 147 lb uplift at joint 2 and 4 lb uplift at joint 3. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 011111III/f.111I %%% A • No 39380.._-. ' -8/ N ALlsE *%% % "fill Thomas A. Alban[ PE No.39380 MITek USA, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa. FL 33610 Date: February 26,2016 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with M7ekO 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 /gr t 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 ANSI/71`11 Quality Criteria, DSB-87 and BCS] Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8129792 J31169A -EJ4A Jack -Open 1 1 Lb Refe a ce (optional East Coast Truss, FL Pierce, FL 34946 Kun: o.uuu s uan a zwo rune o.uuu s uan o zuio mu ek mausmes, inc. rn Feb zo ioss:oe 26 io rage i I D:K6gabwRvaoP42Wiy8JYxvziaWn-Yne5atYaRo3VCvHQB3GR12LSJxgGFLgaJNCm?9zhDhY 4-3-3 5-0-0_ i4-3-3 0-B-13 Scale = 1:14.9 A 4-3-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07, Vert(LL) 0.00 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.00 11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 18 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. All bearings 3-10-11 except (jt=length) 4=Mechanical. (lb) - Max Horz 1=151(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 4, 5 except 6=163(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 1, 4, 5, 6, 1 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Qt=lb) 6=163. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard ��-�^'Pg Ar I �%. ,�.�• . G E N g No 39,380..____ E L A nn1 Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 ®WARNING - Verfry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek(D 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 WOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8129793 Lb J31169A -EJ4D Jack -Open 1 1 Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 Run: 8.000 s Jan 15 2016 Print: 8.000 s Jan 5 2016 MiTek Industries, Inc. Fri Feb 25 16:39:40 2016 Page 1 ID:K6gabwRvaoP42Wiy8_jVxvziaWn-OzCUoDYCC6BMg3sclmnggGucDL9d_orkYl yJXbzhDhX 3-6-2 3-6-2 2x4 = 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 FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 Scale=1:11.8 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP I TC 0.19 Vert(LL) 0.01 3-8 >999 240 MT20 244/190 BC 0.19 Vert(TL) -0.01 3-8 >999 180 WB 0.00 Horz(TL) -0.00 2 n/a n/a (Matrix-M) Weight: 11 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=143/0-8-0 (min. 0-1-8), 2=73/Mechanical, 3=39/Mechanical Max Horz 1=105(LC 8) Max Uplift 1=77(LC 8), 2=100(LC 8), 3=6(LC 8) MaR Grav 1=149(LC 13), 2=85(LC 13), 3=55(LC 3) ' FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except Qt=lb) 2=100. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard No 39380.._ E &/ON A11 E, Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MRekO 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 MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/1PI1 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 36610 Job Truss Truss Type Qty Ply T8129794 L J31169A -EJ4E Jack -Open 1 1 eee ce (optional East Coast Truss, Ft. Pierce, FL 34946 Kun: o.uuu s aan i o zuio rnnc o.uuu s dan o zu-io im, erc iau ws, m . — rau — ioan:v. cv .o rege . ID:K6gabwRvaoP42Wly8_jVxvziaWn-OzCUoDYCC6BMg3sclmnggGubeL84_orkYl yJXbzhDhX 3-6-2 3-6-2 2x4 = 3-8-2 3-6-2 Scale=1:11.8 Plate Offsets (X Y)— [1:0-1-14.0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.02 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight: 11 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation vide. REACTIONS. (lb/size) 1=128/0-8-0 (min. 0-1-8), 2=81/Mechanical, 3=47/Mechanical Max Horz 1=106(LC 8) Max Uplift 1=68(LC 8), 2=-104(LC 8), 3=-1 O(LC 8) Max Grav 1=132(LC 13), 2=93(LC 13), 3=61(LC 3) • FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,,��<<� 5) Refer to girder(s)for truss to truss connections. ,�0 p j A. 1 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) ,� ���, C E•N �e,9 # 2=104. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. �,�•�'• LOAD CASE(S) Standard = No 39380TA .._.-, r E • �L� ,O • nni Thomas A. Alban) PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. �* Design valid for use only with Wei& connectors. This design Is based only upon parameters shown, and is for an individual building component, not � B�• 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/71`11 Quality Criteria, DSB-89 and BCSI Buildfng Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Oty Ply T8129795 J31169A -EJ5 Jack -Open 1 1 Lb Reference (optional East Coast Truss, Ft. Pierce, FL 34946 2X4 = Run: 8.000 s Jan 15 2016 Print: 8.000 s Jan 5 2016 MTek Industries, Inc. Fri Feb 26 16:39:40 2016 Page 1 I D:K6gabwRvaoP42WIy8JVxvziaWn-OzCUoDYCC6BMg3sclmnggGuXcL4T_orkY1 yJXbzhDhX Scale = 1:15.3 0-4-9 1 4-11-11 LOADING (psf) SPACING- 2-0-0 CSI. I I DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 - Vert(LL) 0.06 3-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.461 Vert(TL) -0.07 3-8 >877 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00, Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014fTP12007 (Matrix-S) Weight: 17 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=211/0-8-11 (min. 0-1-8). 2=121/Mechanical, 3=59/Mechanical Max Horz 1=149(LC 8) Max Uplift 1=-119(LC 8), 2=-158(LC 8). 3=-3(LC 8) Max Grav 1=213(LC 13), 2=131(LC 13). 3=88(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at=lb) 1=119,2=158. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''%" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard ♦ S A. i ♦♦♦AMP .....A<�'0i No 39380._____ r � + s '0 114111111100 f� N A1- � �` % 41n1110 . Thomas A. Albanf PE No.39380 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa, FL 33610 Date:. February 26,2016 ®WARNING - Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII 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 36610 Job Truss Truss Type Qty Ply T8129796 Lb J31169A -EJ5A Jack -Open 2 1 Re erence (optional East Coast Truss, Ft. Pierce, FL 34946 2x4 = Run: 8.000 s Jan 15 20i6 Print: 8.000 s Jan 5 2016 Mi I ek Industries, Inc. rn Feb co 16:39:41 20I6 rage 1 ID:K6gabwRvaoP42Wly8JVxvziaWn-UAIs?ZZgzPJDRDRol UIvNTQjBISOjF5tnhht32zhDhW 5-0-0 5-0-0 Scale=1:14.9 0-5-4 4-6-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.03 3-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.05 3-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-S) I Weight: 16lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. iTek recommends that Stabilizers and required cross bracing e installed during truss erection, in accordance with Stabilizer r stallation uide. REACTIONS. (lb/size) 1=207/0-3-5 (min. 0-1-8), 2=109/Mechanical, 3=49/Mechanical Max Horz 1=151(LC 8) Max Uplift 1=-112(LC 8), 2=-153(LC 8) Max Grav 1=215(LC 13), 2=126(LC 13), 3=79(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; 13=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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. truss to 6) Provide mechanical fer to girder(s) rconnectionu b othess rs) truss to bearing late capable of withstanding 100 lb uplift at'oint s except t=lb (Y ) 9 P P 9 P 1 O P Q —) 1=112, 2=153. • �Q 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum �t� `C' ••�� G E N S'' ••; 9/�j �� sheetrock be applied directly to the bottom chord. No 39380..._ " ' LOAD CASE(S) Standard • • A E ,J�V: *o in Thomas A. Albani PE ND:39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7477 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 p1i�Y�• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII 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 36610 Job Truss Truss Type Qty Ply T8129797 �Job J31169A -EJ5B Jack -Open 1 1 Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2x4 = 5-3-2 Run: 8.000 s Jan 15 2016 Print: 8.000 s Jan 5 2016 MiTek Industries, Inc. Fri Feb 26 16:39:41 2016 Page 1 ID:K6gabwRvaoP42 WIy8_jVxvziaWn-UAIs?ZZgzPJDRDRol UIvNTQiTIQjjF5tnhht32zhDhW I� Scale: 3/4"=l' 0-4-8 I 4-10-10 Plate Offsets (X Y)— [1:0-1-14.0-0-101 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.05 3-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45' Vert(TL) -0.07 3-8 >922 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/rP12007 (Matrix-S) Weight: 16 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=207/0-8-0 (min. 0-1-8), 2=119/Mechanical, 3=58/Mechanical Max Horz 1=159(LC B) Max Uplift 1=-112(LC 8), 2=-161(LC 8), 3=-4(LC 8) Max Grav 1=215(LC 13), 2=137(LC 13), 3=86(LC 3) ' FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,,��\�� 5) Refer to girder(s) for truss to truss connections. ``�� I A p,S A. q 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) `� O�e �I� 1=112, 2=161. �S;``Z` .•IUS+'•.;g2 40 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Y" gypsum sheetrock be applied directly to the bottom chord. No LOAD CASE(S) Standard E10 `. nn► Thomas A. Albans PE No.39380 Welk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-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 MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8129798 Lb J31169A -EJ5C Jack -Open 1 1 Reference (ootional) East Coast Truss, Ft. Pierce, FL 34946 2x4 = 5-4-8 5-4-8 Run: 6.uum s Jan 10 Zwti Print: O.uuu s Jan 0 Zulb Mn eK Inciumnes, Inc. Fn Yei) Zu 1b:Su:41 Zulb rage 1 ID: K6gabwRvaoP42 Wly8_jVxvzi a Wn-UAIs?ZZgzPJD RDRo I UIvNTQi 61 QOj F5tnhht32zh Dh W Scale=1:16.2 0-4-8 5-4-8 0-4-8 5.0-0 Plate Offsets (X.Y)— 11:0-1-14.0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.06 3-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.07 3-8 >861 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 17 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=21110-8-0 (min. 0-1-8), 2=122/Mechanical, 3=60/Mechanical Max Horz 1=163(LC 8) Max Uplift 1=114(LC 8), 2=164(LC 8), 3=3(LC 8) Max Gram 1=220(LC 13). 2=141(LC 13), 3=88(LC 3) • FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1)Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. ,`I111111111.J.. %%%`-t� p g A. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 1=114,2=164. ,%% Q\�'`, q2�� 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum �.,`�.•'�GENS'•• •• �' F•••, i sheetrock be applied directly to the bottom chord. �� No 39 380 _ -- _... �o LOAD CASE(S) Standard • E • (L loop •,�S'S��NA �00 Inn Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7477 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mirek5 connectors. This design is based only upon parameters shown, and is for an individual building component. not ��' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and 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 36610 Job Truss Truss Type Qty Ply T8129799 Lb J31169A -EJ5D Jack -Open 1 1 Reference (optional) East Coast Truss, Ft. Pierce, FL 34945 2x4 = 5-3-0 run: o.uuu s aan io zw o rnnr. o.uuu s uan o zwo mi i eK mausmes, mc. Fn reo zo to:sa:4z zuto rage i I D:K6gabwRvaoP42 WIy8JVxvziaWn-yMJEDvaSkjR43MO?sBp8whztG9m?SILO?LRQbUzhDhV LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1,25 TC 0.47 Vert(LL) 0.05 3-8 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.07 3-8 >931 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-S) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=207/0-8-0 (min. 0-1-8), 2=119/Mechanical, 3=58/Mechanical Max Horz 1=159(LC 8) Max Uplift 1=112(LC 8), 2=-160(LC 8), 3=-4(LC 8) Max Grav 1=215(LC 13), 2=137(LC 13), 3=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale: 3/4"=1' PLATES GRIP MT20 2441190 Weight: 16 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 1=112,2=160. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard A ,,,,`�>11 U 1111 lf/ ,�e �pMPS A�eii �.` �+ .• ENS 9.� G • �; F �. j 'No 39380.._._._ • SA E {(� 61 i01V A� '��.�`. Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. �• Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p q building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIT Quality Weria, 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 36610 Job Truss Truss Type Qty Ply T8129800 Lb J31169A -EJ5E Jack -Open 1 1 Reee (optional) East Coast Truss, Ft. Pierce, FL 34946 2X4 = Hun: 6.uuu s Jan 10 zulu v nit: ts.uuu a Jan * Guilt mi I eK Inaustnes, Inc. t-n FEu Lti 1b:J9:4L LU1b rage 1 I D: K6gabwRvao P42 WIy8JUxvzi a Wn-yMJ E Dva Skj R43MO?sB p8whzs09 m8S i LO?LRQb Uzh Dh V 5.3-0 5.3-0 Scale = 1:15.4 5-3-0 5-3-0 Plate Offsets (X Y)— 11:0-1-14.0-0-10j LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.08 3-6 >815 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.09 3-6 >663 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 16 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=192/0-8-0 (min. 0-1-8), 2=127/Mechanical, 3=65/Mechanical Max Horz 1=159(LC 8) Max Uplift 1=104(LC 8), 2=-164(LC 8), 3=-7(LC 8) Max Grav 1=199(LC 13), 2=145(LC 13), 3=91(LC 3) • FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. �)� ,%%%, PS. A. 44 ".. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) ,�� �\�'`, ,& 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and " % •�• gypsumF•�• sheetrock be applied directly to the bottom chord. : No 39380, LOAD CASE(S) Standard • E r Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03y2015 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 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 piTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/11`I7 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 36610 Job Truss Truss Type Qty Ply T8129801 Lb J31169A -EJ6 Jack -Open 1 1 Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 N d N 2x4 = Run: 8.000 s Jan 1b 2016 Nnnt: 6.000 S Jan b 2016 MI teK InduStneS, Inc, Fn I -en 26 1b:39:42 2Ulb Page 1 I D: K6gabwRvao P42 WIy8 jVxvzi a Wn-yMJ E Dva Skj R43MO?sBp8whzg99kHS i LO?LRQbUzhDhV 6-1-10 6-1-10 N d N Scale=1:17.8 0-4-81 0-4-8 6-1-10 5-9-2 ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.10 3-8 >730 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.13 3-8 >558 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 19lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=240/0-8-3 (min. 0-1-8), 2=142/Mechanical, 3=68/Mechanical Max Horz 1=182(LC 8) Max Uplift 1=131(LC 8), 2=189(LC 8). 3=2(LC 8) Max Grav 1=247(LC 13), 2=161(LC 13), 3=102(LC 3) • FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. ,`,�1�� ��f ���, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) ,%% 1=131, 2=189. ,%% o• •�e III 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and '/" gypsum �� ``r ••�� r✓E N sheetrock be applied directly to the bottom chord. '• �' �••'. �� No 39380.__., LOAD CASE(S) Standard E nn� Thomas A. Alban[ PE Nc.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11.7473 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 piip�.�� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members any. Additional temporary and permanent bracing ryr iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII 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 36610 Job Truss Truss Type Qty Ply T8129802 Lb J31169A -EJ6B Jack -Open 1 1 • Re e e c (optional) East Coast Truss, Ft. Pierce, FL 34946 Run: 8.000 s Jan 15 ZU16 Pnnt: 8.000 s Jan 5 2015 MI leK Industnes, Inc. Fn Feb 26 16:39:43 ZU16 Page 1 ID:K6gabwRvaoP42WIy8JVxvziaWn-RYtcQFb4V1ZxhWbBQuKNSuW1dY4OB9bAE7A 8wzhDhU 5-7-13 5-7-13 Scale = 1:16.8 2x4 = 0.4-8 5-7-13 0-4-8 5-3-5 Plate Offsets (X.Y)— [1:0-1-14 0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) ' I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.07 3-8 >926 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.09 3-8 >728 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014f rPI2007 (Matrix-S) Weight: 18 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=222/0-8-0 (min. 0-1-8), 2=129/Mechanical, 3=63/Mechanical Max Horz 1=171(LC 8) Max Uplift 1=120(LC 8), 2=174(LC 8), 3=-3(LC 8) Max Grav 1=230(LC 13), 2=149(LC 13), 3=93(LC 3) • FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCD1.=6.0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 ttom chord d any other otru nconnections.members. 5) Referbetween ogirder(s) for s to truss ,`-,t���PS A. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 1=120, 2=174. �� 0\V E Ng'• 7) This truss design that 7/16" be directly to the top ,�`r .••�C �' �••• �i requires a minimum of structural wood sheathing applied chord and'/V gypsum sheetrock be applied directly to the bottom chord. No 39380, LOAD CASE(S) Standard SA E i�J*t r�nn Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa. FL 33610 Date: February 26,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 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 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 ANSI/rPil Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply :::T.129803 J31169A -EJ6C Jack -Open 1 1 ' J.b Referenceo tional East Coast Truss, Ft. Pierce, FL 34946 Kun: o.uuu s Jan 1 o zulo rnm: o.uuu s uan a Zino mi i eK muusmes, inc. rn reo — 1o;aa co io rage r ID:K6gabwRvaoP42WIy8JVxvziaWn-RYtcQFb4V1ZxhWbBQuKNSuWObY37B9bAE?A 8wzhDhU 5-11-3 5-11-3 2x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.09 3-8 >803 240 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.11 3-8 >622 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014rrP12007 (Matrix-S) LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=232/0-8-0 (min. 0-1-8), 2=137/Mechanical, 3=66/Mechanical Max Horz 1=180(LC 8) Max Uplift 1=-125(LC 8), 2=-184(LC 8), 3=3(LC 8) Max Grav 1=241(LC 13), 2=157(LC 13). 3=98(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:17.3 PLATES GRIP MT20 2441190 Weight: 19 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 1=125,2=184. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''%" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard ,,�,1111111111111I ,`���Oop�S A. 10 No 39380. _— E s1ON A `1��`,�� 11111 Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 26,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 property Incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type PlyJ31169A �57 T8129604 Lb -EJ6D Jack -Open 1 Re e e ce o al East Coast Truss, M. Pierce, FL 34946 2X4 = Run: 6.uuu s Jan 15 2016 Pnnt: 6.Ou0 s Jan 5 2016 MITeK Intlustnes, Inc. Fn Feb 26 16:39:43 2016 Pagel ID:K6gabwRvaoP42Wiy8, jVxvziaWn-RYtcQFb4V1ZxhWbBQuKNSuW?UY2BB9bAE?A 8wzhDhU 6-2-9 6-2-9 Scale=1:18.2 6-2-9 5-10-1 Plate Offsets (X.Y)— rl:0-1-14.0-0-101 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.11 3-8 >701 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.14 3-8 >536 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 2 n/a n/a BCDL 10.0 Code FBC2014lrP12007 (Matrix-S) Weight: 19 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=242/0-8-0 (min. 0-1-8), 2=144/Mechanical, 3=69/Mechanical Max Horz 1=188(LC 8) Max Uplift 1=131(LC 8), 2=193(LC 8), 3=2(1_C 8) Max Grav 1=252(LC 13), 2=166(LC 13), 3=103(LC 3) • FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 1=131, 2=193. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 141 No 39380 -10• 0 y TA E sS�O N AL ��G 1411111101 Thomas A. Albanl PE No.39380 MITek,USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. February 26,2016 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is loran individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is MiTek• 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/TPIl Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8129805 Lb J31169A -EJ6E Jack -Open 1 1 Reference (ootlonah East Coast Truss, FL Pierce, FL 34946 m 0 M Kun: 6.000 S Jan 1 b 2016 Pnnt 6.000 S Jan b ZU15 MITeK Industnes, Inc. Fn Feb 26 16:39:43 2UI6 Page 1 ID: K6gabwRvaoP42Wly8JVxvziaWn-RYtcQFb4V1ZxhWbBQuKNSuWzJY1CB9bAE?A BwzhDhU 65-15 6-5-15 2x4 = 0-0-8 6-5-15 0-4-8 ' 6-1-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.13 3-8 >616 240 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.17 3-8 >465 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=253/0-8-0 (min. 0-1-8), 2=151/Mechanical, 3=72/Mechanical Max Horz 1=197(LC 8) Max Uplift 1=137(LC 8), 2=-203(LC 8), 3=2(LC 8) Max Grav 1=262(LC 13), 2=174(LC 13), 3=108(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:18.8 PLATES GRIP MT20 2441190 Weight: 20 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 1=137, 2=203. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard No 39.380.. s4 ,ONA` ,% . Thomas A. Albanl PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev. 10/03/2015 BEFORE USE. -- Design valid for use only with MTek'D 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 MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intormatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8129806 Lb J31169A -EJ7 Jack -Open 1 1 Ree ceot'oa East Coast Truss, Ft. Pierce, FL 34946 Run: 8.000 s Jan 15 2016 Print: 8.000 s Jan 5 2016 MiTek Industries, Inc. Fri Feb 26 16:39:44 2016 Page 1 ID:K6gabwRvaoP42 Wly8JVxvziaWn-vkR_ebciGKholgAN_csc?626lyMYwcgJTfwXgNzhDhT 3x4 = 7-0-0 a-s 6-7-8 c5 A Scale=1:19.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.17 3-8 >495 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.23 3-8 >366 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 22 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=271/0-8-0 (min. 0-1-8), 2=165/Mechanical, 3=77/Mechanical Max Harz 1=212(LC 8) Max Uplift 1=147(LC 8), 2=221(LC 8), 3=1(LC 8) Max Grav 1=282(LC 13), 2=189(LC 13). 3=117(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 1=147, 2=221. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Yi' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard ,``�,►1111IIIff���,, -9 ♦ No 39380. ♦ r I� E �r •WL� tt it Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 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. Befdre 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 ' A'rek' MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/71`11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8129807 �Job J31169A -EJ7A Jack -Open 1 1 Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 Run: 8.000 s Jan 15 2016 Print: 8.000 s Jan 5 2016 MiTek Industries, Inc. Fri Feb 26 16:39:44 2016 Page 1 I D: K6g abwRvaoP42 W Iy8JVxvzia Wn-vkR_ebciGKhol gAN_csc?62 H uyVKwcgJTfwXg Nzh DhT 4-2-1 0-5-8 ' 2-4-7 Scale = 1:21.6 2x4 = 2x4 11 LX4 11 5 10 4-7-9 4-2-1 i4-6-8 i 1 1'1 0 3-9-10 0-4-7 2-4-1 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.01 10-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.01 10-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 27 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4SP No.3 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 3-9-10 except (jt=length) 4=Mechanical, 5=Mechanical, 8=0-3-5. (lb) - Max Harz 1=212(LC 8) Max Uplift All uplift 100 lb or less atjoint(s) 1, 4, 10 except 9=111(LC 3), 8=224(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 1, 4, 10, 5, 1 except 8=290(LC 13) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 4, 10, 1 except (jt=1b) 9=111, 8=224. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1%" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard ,,,��>l .��%p�PS A. No 393H _ r -9 • � ,• E Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 ®wARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 MiTek' is always required for stability and to prevent collapse With possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Cdteda, 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 36610 Job Truss Truss Type Dty Ply T8129808 J31169A -EJ7B Jack -Open 1 1 Job Reference (optional East Coast Truss, Ft. Pierce, FL 34946 Run: 8.000 s Jan 15 2016 Print: 8.000 s Jan 5 2016 MiTek Industries, Inc. Fri Feb 26 16:39:45 2016 Page 1 I D:K6gabwRvaoP42Wly8, jVxvziaWn-Nx?NrxcL1 epfwglZXJNrXJbRXMpuf34ThJf4CpzhDhS i 4-2-1 4.7-9 7-0-0 4-2-1 0-5-8 2-4-7 2x4 = 2x4 II 5x5 II 4.7-9 4-2-1 i4-6-8 i 7-0-0 4-2-1 0-47 1 1 2A-7 Scale = 1:18.8 LOADING (psD SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.03 5-6 >923 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(TL) 0.03 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.06 4 n/a n/a BCDL 10.0 Code FBC2014lrP12007 (Matrix-S) Weight: 30 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP 285OF 1.8E TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP 285OF 1.8E `Except` BOT CHORD Rigid ceiling directly applied. 2-10,3-6: 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=-98/Mechanical, 5=-91/Mechanical, 8=703/0-3-5 (min. 0-1-8) Max Horz 8=480(LC 8) Max Uplift 4=-102(LC 16), 5=-123(LC 16), 8=970(LC 8) Max Grav 4=129(LC 8). 5=112(LC 8), 8=703(LC 1) ` FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=392/321, 2-3=1018/662 BOT CHORD 1-10=247/398, 8-9=639/1226, 7-8=-686/746, 3-7=-366/521 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Ct=lb) 4=102, 5=123, 8=970. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 111/111111111111 A ., q No 39380..__.� • E L Thomas A. Alban! PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: February 26,2016 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111•7473 rev. 10/09/2015 BEFORE USE. �— Design valid for use only with MnekO 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 ANSI/TP11 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 36610 Job Truss Truss Type City Ply T8129609 Lb J31169A -EJ7C Jack -Open 1 1 Reference (optional) East Coast Truss, Ft. Pierce, FL 34945 2x4 = Kun: o.uuu a Jan 10 z.i. rnnl: a.UVU s Jan a —la mi .k inuusoies, aro. ni reu 26 io.ae.-tu w,o raye i ID:K6gabwRvaoP42Wly8JVxvziaWn-Nx?NrxcL1 epfwglZXJNrXJbIZMief34ThJf4CpzhDhS Scale=1:19.4 0 4-8 6-9-4 0.4-8 6-4-12 ' Plate Offsets (X Y)— [1.0-0-14 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.15 3-8 >545 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.20 3-8 >406 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-S) Weight: 21 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 =26310-8-0 (min. 0-1-8), 2=159/Mechanical, 3=75/Mechanical Max Horz 1=205(LC 8) Max Uplift 1=-142(LC 8), 2=213(LC 8), 3=1(LC 8) Max Grav 1=273(LC 13), 2=182(LC 13), 3=113(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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. ``tr,j� 5) Refer to girder(s) for truss to truss connections. ,%% A PS A. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Ct=lb) ; %'E 1=142,2=213. ��.•�\G N,9'-. 7) This truss design -requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2"" gypsum Z. i sheetrock be applied directly to the bottom chord. No 39380..___ LOAD CASE(S) Standard <C/ .�4,'; '9,0 N A � ,� rnn Thomas A. Alban) PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: February 26,2016 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7477 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 property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iViiTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/11`I1 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 36610 Job Truss Truss Type Qty Ply T8129810 Lb J31169A -EJ7D Jack -Open 1 1 Reference o t'o al East Coast Truss, Ft. Pierce, FL 34946 Run: 5.000 s Jan 15 2016 Print: 8.000 s Jan 5 2016 M7ek Industries, Inc. Fn Feb 26 16:39:45 2016 Page 1 ID:K6gabwRvaoP42Wiy8JUxvziaWn-Nx?NrxcL1 epfwglZXJ NrXJbHEMhaf34ThJf4CpzhDhS 7-0-10 7-0-10 Scale = 1:19.9 3x4 = 0-0 8 7-0-10 0 4 8 6-8-2 Plate Offsets (X.Y)— 11:0-1-14.0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.17 3-8 >485 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.23 3-8 >357 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 2 n/a n/a BCDL 10.0 Code FBC2014frP12007 (Matrix-S) Weight: 22lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=27310-8-0 (min. 0-1-8), 2=166/Mechanical, 3=78/Mechanical Max Horz 1=214(LC 8) Max Uplift 1=148(LC 8), 2=222(LC 8), 3=1(LC 8) Max Grav 1=284(LC 13). 2=191(LC 13). 3=118(LC 3) ' FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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. ,,��'1 5) Refer to girder(s) for truss to truss connections. ,�%-f� p�S A. ,1 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) �e 1=148, 2=222. •• •. r, E N S'• '9iL �� 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/" gypsum �' �•••• �i sheetrock be applied directly to the bottom chord. No 39380..__• LOAD CASE(S) Standard r � • A E �nnrtill Thomas A. Albanl PE No.39380 MiTek,USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 ®WARNING •Vert/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7479 rev, 10/09/2015 BEFORE USE. R Design valid for use only with MTekO connectors. This design is based only upon parameters shown. and Is for an individual building component, not [ a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSI/1Pl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information ,ava➢able from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8129811 Lb J31169A FG01 Flat Girder 1 n L Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 Run: 8.000 s Jan 15 2016 Print: 8.000 s Jan 5 2016 MTek Industries, Inc. Fri Feb 26 16:39:46 2016 Page 1 ID:K6gabwRvaoP42WIy8JYxvziaWn-r7Z12GdznxyVy_Km51 u44X8TkmCoOWKcwzPekFzhDhR 5-0-0 5-0-0 06 = 2x4 11 Scale = 1:9.7 4 ST1.5x8 STP = 3 2x4 11 ST1.5x8 STP = 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.01 3-4 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.03 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Cade FBC2014,71312007 (Matrix-M) Weight: 46 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 *Except* BOT CHORD 1-3: 2x4 SP No.3 REACTIONS. (lb/size) 4=617/0-8-0 (min. 0-1-8), 3=494/0-8-0 (min. 0-1-8) Max Uplift 4=644(1_C 9), 3=575(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 14=572/671, 2-3=-448/602 Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "xY) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=644, 3=575. 11) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 326 lb down and 244 lb up at 0-7-4, and 595 lb down and 1013 lb up at 2-7-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 NO 39380 � 9 E ••IL: 11111 Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. ��• Design valid for use only with MTeke 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 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 ANSf/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 36610 Job Truss Truss Type Q ty Ply T8129811 Lb J31169A FG01 Flat Girder 1 2 Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 5=-180 6=595 Run: 8.000 s Jan 15 2016 Print: 8.000 s Jan 5 2016 MTek Incustnes, Inc. Fn Feb 26 16:39:45 2016 Page 2 ID:K6gabwRvaoP42WIy8JVxvziaWn-r7Z12GdznxyVY Km5lu44X8TkmCoOWKcwzPekFzhDhR ®WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. '-'�• Design valid for use only with WekCe 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 `G[ •��Y�GJ building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Bullding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty, Ply T8129812 Lb J31169A FG02 Flat Girder 1 Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 Run: 8.000 s Jan 15 2015 Print: 6.000 s Jan 5 2016 MTek Industries, Inc. Fri Feb 26 16:39:46 2016 Page 1 ID:K6gabwRvaoP42 WIy8_jVxvziaWn-r7Z12GdznxyVY_Km51 u44X8c9mDTOSzcwzPekFzhDhR 4-0-0 8-0-0 4-0-0 4-0-0 4x6 = 1 2x4 11 54x8 = 4x6 = 2x4 11 Scale = 1:15.0 4-0-0 4-0-0- LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in floc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.04 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.06 5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.28 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC20141TP12007 (Matrix-M) Weight: 73 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4'SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-6,3-4: 2x6 SP No.2 REACTIONS. (lb/size) 6=51 1 /Mechanical, 4=688/Mechanical Max Uplift 6=-266(LC 4), 4=397(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 1-6=458/270, 1-7=1442/733, 7-8=-1442/733, 2-8=1442/733, 2-9=1442/733, 3-9=-1442/733, 3-4=-635/401 WEBS 1-5=746/1468, 2-5=497/357, 3-5=-746/1468 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ut=lb) 6=266, 4=397. 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 208 lb down and 128 lb up at 1-7-4, 208 lb down and 128 lb up at 3-7-4, and 158 lb down and 88 lb up at 5-7-11, and 266 lb down and 217 lb up at 7-9-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 4-6=-20 Concentrated Loads (lb) Vert: 3=254 7=153 8=153 9=81 `,,r,11111111/�fit ONS A. 44 t., No 39380..___ E •= s,O N At- �� 111111111E Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 ®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MnekO 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 MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T8129813 Lb J31169A -HJ6 Diagonal Hip Girder 1 1 Reference (optional East Coast Truss, Ft. Pierce, FL 34946 2x4 = Run: 5.000 a Jan 1 b ZU16 Print: 6.000 a Jan 0 Zulu MI I eK InauSlnes, inc.Fn "D Zb 17:5'J:4/ ZU17 ra ga 1 I D:K6gabwRvaoP42 W Iy8JVxvzi a Wn-JJ77 GcebYF4 M98vyfkPJdkg ppAYN7y2m9d BB H hzh DhQ 7-0-2 3-2-8 2x4 11 Scale: 3/4"=1' 0-5-10 3-3-15 3-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.01 7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.02 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014rrP12007 (Matrix-M) Weight: 30 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=29210-5-12 (min. 0-1-8), 6=240/Mechanical Max Horz 1=151(LC 8) Max Uplift 1=-203(LC 8). 6=212(LC 8) Max Grav 1=308(LC 26), 6=243(LC 25) 10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-418/211, 2-12=-377/218 BOT CHORD 1-14=-309/353, 7-14=-309/353, 7-15=-309/353, 6-15=-309/353 WEBS 2-6=-379/332 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.0psf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=203, 6=212. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 108 lb down and 34 lb up at 1-3-15, 105 lb down and 24 lb up at 1-3-15, and 143 lb down and 108 lb up at 4-1-14, and 135 lb down and 102 lb up at 4-1-14 on top chord, and 8 lb down and 17 lb up at 1-3-15, 1 lb down and 4 lb up at 1-3-15, and 19 lb down and 27 lb up at 4-1-14, and 8 lb down at 4-1-14 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-4=-14. 5-8=-20 Concentrated Loads (lb) Vert: 13=-2(F) 14=-7(F=-8, B=1) 15=-15(F=-12. B=-3) A. No 3938_0 E V� flllll Thomas A. AlbanlPE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 26,2016 ®WARNING - Verily design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with M7ekG connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36610 3 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. O'rhd, For 4 x 2 orientation, locate plates 0-'na' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. `Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS C1-2 C2-3 � WEBS °�0 4 q �� ^ 7 0 O= u 3 �v� 3 O U �pb = o- 0 U O sO c�-e c� cs-� � BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved Dili MiTek° MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 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 purrins 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 ANSIAPI 1 Quality Criteria.