Loading...
HomeMy WebLinkAboutTRUSSLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: J35888 - Parent Residence Site Information: Customer Info: Mel-Ry Construction Project Nar Lot/Block: Subdiv Address: 2044 Nettles Island City: Port St. Lucie State: Name Address and License # of Structural Eng Name: Address: City: 111'1`•, MiTek USA, Inc. 6904 ParkeEastBlvd. Parent Residence Model: Cus'�rrh Upper Roof )n: Nettles Island rida !er of Record, If there is one, for the building. License #: State: General Truss Engineering Criteria & Design Lbads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 31 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I- hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name Date No. Seal# Truss Name I Date 1 1 T13995515 1 C01 G 5/9/18 118 1 T13995532 1 ZCJ2A 5/9/18 12 1 T13995516 1 CO2 1 5/9/18 119 I T139955331 ZCJ3 1 5/9/18 13 1 T13995517 1 CO3 1 5/9/18 120 I T139955341 ZCJ3A 1 5/9/18 �4 T13995518 1 C04 1 5/9/18 121 1 T1i3995535 I ZCJ3B 5/9/18 5 T13995519 1 C05 5/9/18 122 1 T113995536 I ZCJ3C 5/9/18 6 T13995520 1 C06 5/9/18 123 T13995537 I ZCJ4 5/9/18 7 T13995521 C07 5/9/18 124 T13995538 1 ZCJ4A 5/9/18 18 1 T13995522 1 C08G 1 5/9/18 125 1 T13995539 1 ZEJ3D 1 5/9/18 1 19 1 T13995523 1 D01 1 5/9/18 126 1 T13995540 1 ZEJ5 . 1 5/9/18 1 110 1 T1 3995524 1 D02 1 5/9/18 127 IT! 3995541 1 ZEJ6 5/9118 Ill I T1 3995525 1 D03 1 5/9/18 128 1 T139955421 ZHJ4 5/9/18 112 1 T13995526 1 D04G 1 5/9/18 129 1 T13995543 1 ZHJ5 1 5/9/18 1 113 1 T1 3995527 1 MG 1 1 5/9/18 130 1 Tii 3995544 1 ZHJ7 1 5/9/18 1 114 1 T13995528 1 MV2 1 5/9/18 131 1 T13995545 1 ZHJB 1 5/9/18 15 1 T13995529 1 MV4 5/9/18 1 16 1 T13995530 1 ZCJ1 1 5/9/18 117 1 T1 3995531 1 ZCJ2 1 5/9/18 i The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE' The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in 'the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. ,``II111111►L���I p,CUIN LENS' 0 68182 • STATE OF :�44/ i 01 1��//111111111` oaquin V61ez PE No.68182 rrek USA, Inc. FL Cert 6634 Sift�st B Tampa FL 33610 18 Velez, Joaquin 1 of 1 Job Truss Truss Type City Ply Parent Residence I T13995515 J35888 C01G Roof Special Girder 1 1 � Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 9 08:27:46 2018 Page 1 ID:—tuSwwB?2G1 zlycAGh6hCuzIZUD-NZ7Lxm32K7FV Ww6or22lxNwmhpp4OYd9ARB_imzlHmh I 3&-2 6 4 8 7-1� 11-1 8 15-1-8 12 7-_6 20-9-0 3&-2 2-10-0 0-9-0 4-M I 4-0-0 2-5-14 3-1-10 Scale=1:35.9 4x6 11 I NAILED 5.00 12 3 5x8 = 1x4 II NAILED 4x8 = 4 23 5 24 25 6 1 x4 \\ 2 I in N 1 1 I 7 e e 12 26 27 9 a e 11 10 8 3x4 = 5x5 = 3x12 = HUS26 3x6 4x4 = 5x8 M18SHS = 3x12 = 3x4 = NAILED Special 3-10-10 7-1-8 11-1-8 15-1-8 17-7-0 20-0-8 2 -9 0 3-0-2 3 2-14 4-0-0 4-0-0 2-5-14 2-9 2 4 Plate Offsets (X,Y)— [4:0-5-4,0-2-81,[6:0-5-4,0-2-01,[7:0-0-6,0-0-01,[9:0-0-0 0-1-121,1[9:0-4-0,0-1-121[10:0-1-8,0-1-81,[11:0-2-8,0-2-41 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 0.85 Vert(LL) 0.31 8-10 >806 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.34 8-10 >743 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.72 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 101 lb FT = 0% LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc purlins. BOT CHORD 2x4 SP No.1 I BOT CHORD Rigid ceiling directly applied or 4-4-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1338/0-8-0, 7=1670/0-8-0 Max Horz 1=11O(LC 7) Max Uplift 1=837(LC 8), 7=-1096(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2624/1668, 2-3=-2546/1703, 34=3108/2098, 4-5=3773/2573, 5-6=3773/2573, 6-7=3435/2295 BOT CHORD 1-1 2=-1 448/2354, 11-12=-1395/2325, 10-11=1717/2821, 8-10=2009/3126, • 7-8=-1987/3086 WEBS 3-12=-244/276, 3-11=-1250/1902, 4-11 =1 730/1206, 4-10=-823/1179, 5-10=384/336, 6-10=-455/762, 6-8=284/549 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=9.Opsf; BCDL=3.Opsf; h=18ft; 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) All plates are MT20 plates unless otherwise indicated. 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 nonconcurrel t with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=837, 7=1096. 9) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 12-5-4 from the left end to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 253 lb down and 213 lb up at 15-0-12 on bottom chord. The design/selection of such connection device(s)Iia the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Joaquin Velez PE No.88182 LOAD CASE(S) Standard MiTek USA, Inc: FL Cert 6634 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 6904 Parke East Blvd. Tampa FL 33610 Date: Continued on page 2 May 9,2018 AWARNING - Verily deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. • Design valid for use onlywith 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 Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see I ANSITPN Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexaindda, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Cty Ply Parent Residence T13995515 J35888 C01G Roof Special Girder 1 1 Job Reference (optional) East Coast I russ, Ft. Pierce, t-L'34`J4b LOAD CASE(S) Standard Uniform Loads (plf) • Vert: 1-3=70, 3-4=-70, 4-6=70, 6-7=-70, 13-18=20 Concentrated Loads (lb) Vert: 6=90(F) 8=253(F) 25=90(1`) 26=668(1`) 27=38(F) ts.ziu s heD iz zuits MI I eK maustneS, Inc. vveo may v vu:Z/:4D zu is Page z ID:_tuSwwB?2G1zly Gh6hCuzlZUD-NZ7Lxm32K7FVWw6or221xNwmhpp4OYd9ARB_ImzlHmh ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ' Design valid for use onlywith Mrrek® connectors. This design Is based only upon parameterslshown, 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 PNSIITPI7 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 Parent Residence T13995516 J35888 CO2 Hip 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 REACTIONS. (lb/size) 1=934/0-8-0, 4=934/0-8-0 Max Horz 1=133(LC 6) Max Uplift 1=538(LC 8), 4=-538(LC 8) 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 9 08:27:47 2018 Page 1 Scale=1:34.6 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.62 Vert(LL) 0.12 5-17 >999 240 MT20 244/190 BC 0.55 Vert(CT) -0.18 7-12 >999 180 WB 0.13 Horz(CT) 0.04 4 n/a n/a Matrix -AS Weight: 81 lb FT = 0% BRACING - I TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1575/904, 2-3=1371/920, 34=1575/904 1 BOT CHORD 1-7=679/1365, 5-7=678/1371, 4-5=679/1365 H WEBS 2-7=0/251, 3-5=0/252 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=9.Opsf; BCDL=3.Opsf; h=18ft; 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. i 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Gt=lb) 1=538, 4=538. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 9,2018 ®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 parameterslshown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw 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 oftrusses and truss systems, see ANSIITPII 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 Parent Residence I T13995517 J35888 CO3 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 5-1-10 45-14 • I I 4x4 = 4x4 = w 3 4 I 5.00 12 1x4 2 1 ' a 9I 8 7 a e 3x4 = I4x4 = 3x4 = —A = 6.zlu s Fee 1L zuld MI i ex 1nausmeS, Inc. vvea may v uu:z/:4b zulu rage 1 1x4 5 5-1-10 Scale = 1:36.1 6 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) t/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.14 9-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.30 9-14 >826 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 91 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 I TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=934/0-8-0, 6=934/0-8-0 i Max Horz 1=167(LC 7) Max Uplift 1=538(LC 8). 6=-538(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1706/1040, 2-3=-1298/794, 3-4=-1145/795, 4-5=1298/794, 5i 6=1706/1040 BOT CHORD 1-9=854/1522, 7-9=490/1145, 6-7=854/1522 WEBS 2-9=-474/402, 3-9=-127/301, 4-7=-127/301, 5-7=-476/402 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=9.Opsf; BCDL=3.0psf; h=18ft; 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. 1 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=538,6=538. 8) This truss design requires that a minimum of 7/16" structural wood sheathing belapplied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. I$ Joaquin Velez PE No.63182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 9,2018 ®WARNING - 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 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 propedy Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII 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 City Ply Parent Residence T13995518 J36888 C04 Common 4 1 Job Reference o 8onal Last L;oast I fuss, t-L coerce, rL LAU40 I o.z iu s reu 7 c Gut o wm i ere muusuies, rnc. vvea 1Vmiy a uo:c n9a cv 1 o rdye r I D:_tuSwwB?2G1 zlycAGh6hCuzlZUD-n8pTZo5xc2d4OOgMWAckZ?YQAOvab2lbsPPfM5zIHme 582 10-4-8 15-2-14 20-9-0 582 4-10.6 4-10-6 5-6-2 Scale = 1:35.5 l 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.11 6-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.15 6-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -AS Weight: 88 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=934/0-8-0, 5=934/0-8-0 Max Horz 1=180(1_C 6) Max Uplift 1=538(LC 8), 5=-538(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when at TUP CHORD 1-2=1713/1013, 2-3=15071966, 34=-1507/966, 4-5=1713/1013 BOT CHORD 1-8=824/1520, 6-8=458/1046, 5-6=824/1520 WEBS 3-6=280/511, 4-6=350/331, 3-8=280/511, 2-8=349/331 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. 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=9.0psf; BCDL=3.Opsf; h=18ft; 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) 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 100 lb uplift at joint(s) except at=lb) 1=538,5=538. 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 sheetrock be applied directly to the bottom chord. I Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 9,2018 WARNING • Verify 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 properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chordlmembers 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 I ANSIITPII 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, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Clty Ply Parent Residence I T13995519 J35888 C05 Roof Special 1 1 Job Reference o fional East Coast Truss, FL Pierce, FL 34946 6-0-14 5-0-0 3.61 12 tj.21U s Feb 12 2u18 MI I eK industries, Inc. Wed may 9 U8:2/:49 zuld Page 1 I D:_luSwwB72G 1 zlycAGh6hCuzlZUD-n8pTZo5xc2d400gM WAckZ?YPdOrCb 10bsPPfM5zl Hme 15-7-0 20-9-0 4-63 5-2-0 4x4 3 Scale = 1:36.2 3x4 = 3x4 = 1x4 II I 3x8 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.16 6-18 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 I Vert(CT) -0.33 6-18 >750 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.05 5 n/a n/a BCDL 10.0 Code FBC2017r1P12014 Matrix -AS Weight: 89 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 REACTIONS. (lb/size) 1=934/0-8-0, 5=934/0-8-0 Max Horz 1=164(LC 7) Max Uplift 1=538(LC 8), 5=538(LC 8) FIORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1668/971, 2-3=1260/797, 3-4=1299/800, 4-5=1698/1037 j BOT CHORD 1-8=769/1468, 6-8=769/1472, 5-6=849/1515 WEBS 2-6=411/302, 3-6=246/521, 4-6=-453/389 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=9.Opsf; BCDL=3.Opsf; h=18ft; 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 3) Plates checked for a plus or minus 0 degree rotation about its center. I 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=538, 5=538. 1 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 sheetrock be applied directly to the bottom chord, a Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 9,2018 ©WARNING - Verify des/gn 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 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 IANSVTPII 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, Alexaedria, VA 22314. Tampa, FL 36610 r Job Truss Truss Type I Qty Ply Parent Residence T13995520 J35888 C06 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 1-1-3 ' 5-4-11 5.00 o� 4x4 8.21u s Feb 1z zuiu MI t ek Inaustnes, inc. Wed may 9 08:27:50 20-i6 rage -r 4-1-5 Scale=1:34.6 a LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.10 7-20 >995 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.22 7-20 >481 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 I Horz(CT) 0.01 18 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 95 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 REACTIONS. All bearings 20-0-0. (lb) - Max Horz 1=147(LC 7) 1 Max Uplift All uplift 100lb or less atjoint(s) 1, 1 except 6=199(LC 8). 10=218(LC 8), 9=256(LC 8), 7=443(LC Max Grav All reactions 250 lb or less at joint(s) 1 except 6=383(L14), 6=382(LC 1), 10=393(LC 13), 9=500(LC 17). 7=691(LC 1), 6=382(LC 1) 1 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. ';OP CHORD 5-6=425/253 BOT CHORD 6-7=143/370 WEBS 2-10=-309/321, 3-9=-414/281, 4-7=337/266, 5-7=-471/394 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=9.Opsf; BCDL=3.Opsf; h=18ft; 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) 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 100 lb uplift atjoint(s) 1, 1 except Qt=lb) 6=199, 10=218, 9=256, 7=443, 6=199. i 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 sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 9,2018 A 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 I ANSUTP11 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 Parent Residence T13995521 J35888 C07 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 8.210 s Feb 12 2018 M7ek Industries, Inc. Wed May 9 08:27:51 2018 Page 1 ID: _tuSwwB?2G7 zlycAGh6hCuzlZUD-kXwE_T6B8guoc 5-35 9-8-7 12-3-1 i 19-3-1 5-35 4-5-1I 25 1, 7-M LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 Scale: 3/8"=l' i I I! 4x4 = 4x8 = CSI. I DEFL. in (loc) Udefl L/d PLATES GRIP TC 0.50 Vert(LL) -0.14 7-12 >999 240 MT20 244/190 BC 0.78 Vert(CT) -0.32 7-12 >733 180 WB 0.26 Harz(CT) 0.04 5 n/a n/a Matrix -AS Weight: 79 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (Ib/size) 1=87110-11-1, 5=86210-8-0 Max Horz 1=115(LC 7) Max Uplift 1=501(LC 8), 5=-497(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1951/1192, 2-3=-1431/843, 3-4=-1332/852, 4-5=1440/837 i BOT CHORD 1-7=1058/1827, 6-7=-629/1251, 5-6=-627/1247 WEBS 2-7=535/453, 4-7=65/254 j NOTES- 1) Unbalanced roof live loads have been considered for this design. 1 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Op5f; BCDL=3.Opsf; h=18ft; 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 3) Provide adequate drainage to prevent water ponding. 1 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 100 lb uplift at joint(s) except (jt=lb) 1=501, 5=497. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. I� Joaquin Velez PE No,88182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: May 9,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with M7ek® connectors. This design is based only upon parameter's 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 chordlmembers only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see I ANSIITPII 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 Parent Residence T73995522 J35888 COBG Roof Special Girder i 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MITeK Industries, Inc. wed may v ud:z/:oz zu1 is rage 1 ID:_tuSwwB?2G1 zlyc4Gh6hCuzlZUD-CjUcBp7pvzOfFrZxBJ9RBeAgWDscoPkl YMeJzQzlHmb 3-10-12 6-11-3 12-4-0 17-" 3 10-12 3-0-7 5-4-14 5-0-0 4x8 = 4.4 Scale=1:28.8 3x4 = 1 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.17 6-7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 I Vert(CT) -0.20 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 1 Horz(CT) 0.06 5 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS I Weight: 72 Ib FT = O% LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins. 3-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-9-9 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=1025/0-11-1, 5=1133/0-8-0 Max Horz 1=82(LC 24) Max Uplift 1=678(1_C 8), 5=-754(LC 8) i FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2367/1609, 2-3=-2273/1586, 3-4=2004/1455, 4-5=-2213/1511 BOT CHORD 1-8=1467/2218, 7-8=1467/2218, 6-7=1409/2188, 5-6=1286/1978 WEBS 3-7=111/361, 3-6=272/157, 4-6=-162/453 NOTES- j 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; 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. 1 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except (jt=lb) 1=678, 5=754. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 119 lb down and 54 lb up at 2-5-5, 155 lb down and 134 lb up at 5-3-15, 169 lb down and 173 lb up at 8�, and 172 lb down and 173 lb up at 10-3-4, and 158 lb down and 179 lb up at 12-4-0 on top chord, and 7 lb down and 13 lb up at 2=5-5, 32 Ib down and 26 lb up at 5-3-15, 61 lb down and 55 lb up at 6-11-3, 48 lb down and 31 lb up at 8-3-4, and 48 lb down and 31 lb up at 10-3-4, and 215 lb down and 185 lb up at 12-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). i LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 34=70, 4-5-70, 9-14=-20 Concentrated Loads (lb) Vert: 4=74(B) 7=57(B) 6=-215(B) 20=-3(B) 21=74(13) 23=74(B) 24 ---4(B) 25=17(B) 26=-40(B) 27=40(13) Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert'6834 6904 Parke East Blvd. Tampa FL 33610 Date: May 9,2018 ®WARNING - Verrly design parameters and READ NOTES ON THIS AND INCLUDED MITE,K REFERENCE PAGE Mli-7473 .1010312015 BEFORE USE. • Design valid for use onlywith MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see I ANstrin i1 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, Alexardda, VA 22314. Tampa, FL 36610 Job Truss Truss Type I Qty, Ply Parent Residence T13995523 J35888 DO1 Roof Special 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34945 I 4x4 2 O.zIU 5 reU lL LUIO nru1 eR rnuubuleb, ulu. vveu rvidy v uo.4i.uo -to raga I Scale = 1:21.1 I IX4 II JX4 — 3x4 = Ia !9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 I Vert(LL) 0.06 4-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.09 4-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -AS I Weight: 42 Ib FT = 0% LUMBER- I 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 I REACTIONS. (lb/size) 1=575/0-8-11, 3=539/Mechanical Max Harz 1=101(LC 7) j Max Uplift 1=331(LC 8), 3=-310(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=855/498, 2-3=865/504 BOT CHORD 1-4=358/735, 34=358/735 WEBS 24=8/262 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=9.Opsf; BCDL=3.Opsf; h=18ft; 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) 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 fall areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except T=lb) 1=331, 3=310. 1 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,Joaquin Velez PE NoA8182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 9,2018 A 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 MiTek- Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see I ANSUTPI11 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 Parent Residence T73995524 J35888 D02 Roof Special 1 1 Job Reference o 0ona1 East Coast Truss, Ft. Pierce, FL 34946 I 8.21 U s Feb 1z 201 a Mi t ek industries, inc. Wed May 9 08:27:54 20i8 rage l I D:_tuSwwB?2GI zlycAGh6hCuzlZUD-86cMcV93RbGMU9jKJjBvG3FG41 f8GKWKOg7Q1 JzlHmZ 6-2-13 11.46 6-2-13 5-1-9 Scale = 1:19.9 44 I I 2 I4.42 ,2 5.00 12 4 1x4 II 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.04 4-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.07 4-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 I Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 38 lb FT = O% LUMBER- I 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 REACTIONS. (lb/size) 1=530/0-9-1, 3=493/Mechanical Max Horz 1=93(LC 7) Max Uplift 1=305(1_C 8), 3=-284(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=777/454, 2-3=787/460 BOT CHORD 14=327/669, 34=327/669 I KOTES- I 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; 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 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 tali by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of ithstanding 100 lb uplift atjoint(s) except Qt=lb) 1=305, 3=284. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 9,2018 ,&WARNING - Verily 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 parerseters 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 I ANSIITPII 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 I Qty Ply Parent Residence T13995525 J35888 D03 Roof Special I 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 5-2-13 6.2iu s reD iz zuits ml I ex Inausine5, Inc. vvea may to uo:zi:D4 zu to rage -i Scale=1:18.0 i 4.4 = 4x4 = 3x4 = i 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 i Vert(LL) 0.03 6-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.05 6-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -AS I Weight: 38 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 REACTIONS. (lb/size) 1=481/0-3-6, 4=480/0-3-0 Max Horz 1=81(LC 7) Max Uplift 1=277(LC 8), 4=-276(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 1'OP CHORD 1-2=699/411, 2-3=606/433, 34=704/413 BOT CHORD 1-6=288/604, 5-6=286/606, 4-5=-283/599 NOTES- 4) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; 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 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 100 lb uplift at joint(s) except Qt=lb) 1=277, 4=276, 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. I$ Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Dater May 9,201 S ,&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 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 I 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, Alejandria, VA 22314. Tampa, FL 36610 bTruss Truss Type City Ply Parent ResidenceT13995526 5888 rJ3 D04G Roof Special Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 2-11-11 8.210 sTeb 12 2018 MTek Industries, Inc. Wed May 9 08:27:65 2018 Page 1 ID:_tuSwwB?2G1ztycAGh6hCuzlZUD-clAlgrAhCuOD6Jl WtRjBoGoSoR?7?oNTEKszZIzlHmY 6-11-14 9-7.6 4-0-3 2-7-8 Scale=1:17.9 2x4 = 2x4 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.31 Vert(LL) 0.04 5-6 >999 240 MT20 244/190 BC 0.28 Vert(CT) -0.04 5-6 >999 180 WB 0.05 Horz(CT) 0.01 4 n/a n/a Matrix -MS Weight: 37 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-5-0 oc bracing. REACTIONS. (lb/size) 1=460/0-3-6, 4=463/0-3-0 Max Horz 1=46(LC 7) Max Uplift 1=301(LC 8), 4=-304(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=801/558, 2-3=686/511, 3-4=763/533 BOT CHORD 1-6=486/723, 5-6= 487/732, 45=-448/676 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=9.Opsf; BCDL=3.Opsf; h=18ft; 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 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 100 lb uplift at joint(s) except (jt=lb) 1=301, 4=304. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 151 lb down and 184 Ito up at 2-11-11, and 118 lb down and 85 lb up at 4-11-2, and 104 lb down and 91 lb up at 6-11-14 on top chord, and 43 lb down and 38 lb up at 2-11-11, and 21 lb down and 19 lb up at 4-11-2, and 58 lb down and 43 lb up at 6-11-2 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 (pif) Vert: 1-2=70, 2-3=-70, 3-4=70, 7-12=-20 Concentrated Loads (lb) Vert: 6=21(F) 5=27(F) 18=10(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 8904 Padre East Blvd. Tampa FL 33610 Date: May 9,2018 QWARNING. Verily design paramefersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010=015 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 chorq 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 I ANSUTP11 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 Parent Residence I T13995527 J35888 MG1 Monopitch Girder 1 1 Job Reference optional) East Coast Truss, Ft. Pierce, FL 34945 O.L IV 5 ruw 1 L LV 1- MI I GR IIIUUJ4ICJ, IIIV. VY ID: _tuSwwB?2GlzlycAGh6hCuzlZUD4Uk71BAKzCW4jTtjQ8ENLULYlgALkEQdT cW6BzlHmX 5-3-0 I 5-3-0 2x3 11 2 3x8 % I 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.13 3-6 >485 240 TCDL 15.0 Lumber DOL 1.25 BC 0.98 I Vert(CT) -0.14 3-6 >434 180 Stress O Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Ma rixM00 P I LUMBER- BRACING - TOP CHORD 2x4 SP No.2 j TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 j BOT CHORD I REACTIONS. (lb/size) 1=763/0-6-0, 3=688/Mechanical Max Horz 1=161(LC 8) Max Uplift 1=422(LC 8), 3=-449(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:16.5 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 0% Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals. Rigid ceiling directly applied or 2-6-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; 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 10) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 nonconcurrer1t 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joints) except (jt=lb) 1=422, 3=449. 8) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girders or equivalent spaced at 2-0-0 oc max. starting at 1-3-12 from the left end to 3-3-12 to connect truss(es) to back face of bottom cijord. 9) Fill all nail holes where hanger is in contact with lumber. I 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 3-4=-20 Concentrated Loads (lb) Vert: 7=-473(B) 8=-519(B) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 9,2018 ®wARNlNG - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11•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 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 M iTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see I ANSUTP11 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 Parent Residence I T13995528 J35888 MV2 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Fierce, FL'3494b a.z1U s t-eD lz zUla mi tax inousmes, Inc. vvee may to utl:zrmf zula rage 1 ID: _tuSwwB72G1zlyc Gh6hCuzlZUD-YgIVFXBykWexLdSv_slcthtsPEIWlhfmieL4edzlHmW 2-M 2-M Scale = 1:6.9 s nn 57 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 I Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 I Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 5 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 I BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=57/2-0-0, 2=44/2-0-0, 3=13/2-0-0 Max Horz 1=40(LC 8) Max Uplift 1=25(LC 8), 2=45(LC 8) Max Grav 1=57(LC 1), 2=47(LC 13), 3=25(LC 3) i FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- I 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 1 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL,33610 Date: May 9,2018 ®WARNING • 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 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 iTek' Is ahvays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see I ANSUTPI11 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 I Qty Ply Parent Residence T13995529 J35868 MV4 Valley 1 1 � Job Reference (optional) Last l:oast I Russ, I-L Yierce, t-L'Jay4b S.Z1U s veD 12 ZU1tt MI Iek Industries, Inc. Wed May 9 1.1827:51 ZU18 Page 1 ID:_tuSwwB?2G1 zlycAGh6hCuzIZUD-YgIVFXBykWexLdSv_slcthtn4EjzThfmieL4edzIHmW 2.. Scale = 1:11.1 Zx3 -� I ZK3 I I I LOADING (psf) SPACING- 2-0-0 CSI. i DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P I Weight: 13 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 i BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=141/4-0-0, 3=141/4-0-0 Max Horz 1=99(LC 8) Max Uplift 1=60(LC 8), 3=-102(LC 8) Max Grav 1=141(LC 1), 3=146(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. i NOTES- Ii 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It Is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrerit with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1 except (jt=lb) 3=102. I Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: May 9,2018 AWARNING - Wdly design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 111I1.7473 rev. 10103/2015 BEFORE USE Design valid for use onlywith MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not�- a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chordlmembers 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 I ANSIITPII 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 Parent Residence T13995530 J35888 ZCJ1 Jack -Open I 4 1 Job Reference (optional) Fast Goast I russ, Ft. Pierce, I-L 34945 I 8.21U s Feb 12 ZU18 MIFeK Industnes, Inc. Wed May 9 08:27:58 2018 Page 1 ID:_tuSwwB72G1zlycAGh6hCuzlZUD-OtrtStCaVpmoznO5YZGrQvQ t he5?C8vwxl5dA4zlHmV 1-0-0 1-0-0 5.00 12 2 e 1 I d I o I 3 2x3 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 I Vert(LL) -0.00 4 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 i BOT CHORD REACTIONS. (lb/size) 2=12/Mechanical, 3=5/Mechanical, 1=72/0-3-0 Max Horz 1=31(LC 8) Max Uplift 2=17(LC 8), 3=5(1_C 8). 1=29(LC 8) Max Grav 2=14(LC 13), 3=8(LC 3), 1=72(LC 1) Scale = 1:6.5 PLATES GRIP MT20 244/190 Weight: 3 lb FT = 0% Structural wood sheathing directly applied or 1-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. i NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=%Wpsf; BCDL=3.Opsf; h=18ft; 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) As requested, plates have not been designed to provide for placement tolerancels or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 fall areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 2, 3, 1 i I Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 9,2018 ©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 Mrrek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not�- a truss system. Before use, the building designer must verify the applicability of design parameters and 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 properly damage. For general guidance regarding the MiTek' fabrication, storage, delivery erection and bracing oftrusses and truss systems, see I ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component Safety Information availabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandre, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type I Qty Ply Parent Residence T13995531 J35888 ZCJ2 Jack -Open 1 1 Job Reference o [lanai East L;oast I rues, t-t. rterce, rL J4U40 e 1 2x3 = ID:_tuSwwB?2G1ziycAGh6hCuzlZUD-OtrtStCaVpmoznO5YZGrQvQ1 Ne5iC8vwxl5dA4zlHmV Scale: 1.5"=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Weight: 5 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-8-6 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=97/0-8-0, 2=37/Mechanical, 3=W/Mechanical Max Horz 1=53(LC 8) Max Uplift 1=41(LC 8), 2=39(LC 8), 3=-8(LC 8) Max Grav 1=97(LC 1), 2=39(LC 13), 3=23(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- I 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; bCDL=3.Opsf; h=18ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 0904 Parke East Blvd. Tampa FL 33610 Date: May 9,2018 AWARNING- verify design parameters and READ NOTES ON THIS AND INCLUDED MI'6 REFERENCE PAGE Mg-7473.110103112015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual thus web and/or chord members only. Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal Injury and prolperty damage. For general guidance regarding the SafetylInformation available from Truss Plate Institute, 218 N. Lee truss systems, Sufte 312, Alekandrrla I223 Quality Criteria, DS6 89 and BCSI Building Component Tampa, FL 366101vd. Job Truss Truss Type I City Ply Parent Residence T13995532 J35888 ZCJ2A Jack -Open , 2 1 Job Reference o tional East Coast Truss, FL Pierce, FL 34946 8.210 s Feb 12 201B MiTeK Industries, Inc. wed may a 08:27:59 20ia rage 1 ID: — tuSwwB?2GIzlyr-AGh6hCuzlZUD-V3PFfCDCG7ufawbH6Hn4z6yCD2ROxb939yqBiwzlHmU 1-7-0 1-7-0 I 2x3 = LOADING (pst) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 TCDL 15.0 Lumber DOL 1.25 BC 0.03 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=9310-8-0, 2=33/Mechanical, 3=16/Mechanical Max Horz 1=50(LC 8) Max Uplift 1=39(LC 8), 2=35(LC 8), 3=-8(LC 8) Max Grav 1=93(LC 1), 2=35(LC 13), 3=21(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.8 9 a DEFL. in (loc) Well Lid PLATES GRIP Vert(LL) -0.00 8 >999 240 MT20 244/190 Vert(CT) -0.00 8 >999 180 Horz(CT) -0.00 2 n/a n/a Weight: 5 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-7-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=3.Op5f; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber 60L=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 9,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/201 S BEFORE USE. Design valid for use only with WNW 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 chold members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal injury and prgperly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see II ANSUTPH 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, Ale I kandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Parent Residence T13995533 J35888 ZCJ3 Jack -Open Girder 1 1 Job Reference o gonal East Coast Truss, FL Pierce, FL 34945 1 i 2x4 = t1.z1U s t-eD lz zuits MI IeK mausDles, Inc. vveo May y uo:zo:uu zV to rage I j ID: _tuSwwB72G1ztycAGh6hCuzlZUD-zFzetYDg1ROWC4AUf IJVKVKgSmgg2PDOcakFyzlHmT 2-11-14 � ' 2-11-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 8 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.12 I Vert(CT) -0.00 3-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.3 i TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=155/0-3-1, 2=75/Mechanical, 3=34/Mechanical Max Horz 1=79(LC 8) Max Uplift 1=71(LC 8), 2=70(1_C 8), 3=10(LC 8) Max Grav 1=155(LC 1), 2=75(LC 1), 3=47(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown own Scale = 1:9.8 PLATES GRIP MT20 244/190 Weight: 9 lb FT = 0% Structural wood sheathing directly applied or 2-11-14 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18% B=45ft; L=24ft; eave=41t; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. I 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable ofWithstanding 100 lb uplift at joint(s) 1, 2, 3. Joaquin Velez PE No.e$182 61iTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: May 9,2018 ©WARNING. Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 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 I ANSUTP11 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 Parent Residence T13995534 J35888 ZCJ3A Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2x3 = LOADING (psf) SPACING- 2-0-0 CSI. ; TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 TCDL 15.0 Lumber DOL 1.25 BC 0.13 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/rP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 6.21U s Fen 12 Zulu MI I ex mtlustries, Inc. Wed May 9 U626:UU ZU76 Page 1 ID:_tuSwwB?2G1zlycAGh6hCuzlZUD-zFzetYDg1ROWC4AUf IJVKVKdSIYg2PDOcakFyzlHmT Scale = 1:11.1 DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) 0.01 3-8 >999 240 MT20 244/190 Vert(CT) -0.01 3-8 >999 180 Horz(CT) -0.00 2 n/a n/a Weight: 10 Ib FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=158/0-8-0, 2=82/Mechanical, 3=37/Mechanical Max Horz 1=98(LC 8) Max Uplift 1=67(LC 8), 2=82(1_C 8), 3=-11(LC 8) Max Grav 1=158(LC 1), 2=86(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=9.Opsf:IBCDL=3.Opsf; h=18ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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-M tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 9,2018 ,&WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE I11II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTekd9 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' I s always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see I ANSUTPII 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 Parent Residence T13995535 J35888 ZCJ313 Jack -Open 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 il 2x3 = 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 9 08:28:01 2018 Page 1 ID:_tuSwwB72G1 zlycAGh6hCuzlZUD-RSX04uESok8NgElgDipY2X2Vir6OPVfMdGJHnPzIHmS 3-0-0 3-0-0 Scale=1:10.8 0 4 8 2-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.01 3-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 3-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 j Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP 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 telling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=152/0-8-0, 2=78/Mechanical, 3=35/Mechanical Max Horz 1=93(LC 8) Max Uplift 1=64(LC 8), 2=77(LC 8), 3=-11(LC 8) Max Grav 1=152(LC 1), 2=82(LC 13), 3=49(LC 3) I 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=9.Opsfll BCDL=3.Opsf; h=18ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 9,2018 AWARNING - 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 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 i ANSUTPI1 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, aexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Parent Residence T13995536 J35888 ZCJ3C Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 6.21U S Feb 12 2U'l6 Mi I ek Industries, Inc. wed May y Ut1:2I1:U1 ZU1I$ rage 1 ID: _tuSwwB?2G1 zlycAGh6hCuzlZUD-RSX04uESok8NgElgDipY2X2WDr6MPVfMdGJHnPzl HmS 2-9-0 2-9-0 2 5.00 12 I I 1 I I I j 3 2x3 = Scale = 1:10.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.00 3-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP I Weight: 9 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-9-0 oc purlins. BOT CHORD 2x4 SP No.3 i BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=141/D-8-0, 2=70/Mechanical, 3=32/Mechanical Max Horz 1=85(LC 8) Max Uplift 1=59(1_C 8), 2=70(LC 8), 3=-1l(LC 8) Max Grav 1=141(LC 1), 2=73(LC 13), 3=44(LC 3) i ,FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when Iishown. NOTES. 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=3.Opsf; h=18ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. I 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. I Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 9,2018 ®WARNING - Verily deslgn'paramefers and READ NOTES Ott THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not ��• a truss system. Before use, the building designer must verify, the applicability of deslgq 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 iw 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 I ANSIITPII 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 Parent Residence T13995537 J35688 ZCJ4 Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2X3 = 3-9.6 ts.ziu s r'eD l z zulu mi i eK mausmes, mc. vvea may d ua:zo:uc cu r o t-dye r ID:_tuSwwB72G1 zlycAGh6hCuzlZUD-ve5OiEF4Z2GEROKsnPLnalaeSFPu8yvVrw3rJrzlHmR Scale=1:12.4 0-" 3-4-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.01 3-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.02 3-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP i Weight: 12 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=186/0-8-0, 2=103/Mechanical, 3=46/Mechanical Max Harz 1=117(LC 8) Max Uplift 1=79(LC 8). 2=101(LC 8), 3=13(LC 8) Max Grav 1=186(LC 1), 2=108(LC 13), 3=64(LC 3) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when 'shown. Structural wood sheathing directly applied or 3-9-6 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.0psf; h=18ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) 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=101. Joaquin Velez PE No,88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 9,2018 AWARNING - Verl/y design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 rev. 1010312016 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not�- a truss system. Before use, the building designer must veriy, 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 anil property damage. For general guidance regarding the fabrication, storage, delivery erection and bracing of trusses and truss systems, see I ANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avadabie from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Parent Residence T73995538 J35888 ZCJ4A Jack -Open 2 1 Job Reference (optional) East Goast I Russ, Ft. Pierce, FL 34946 2x3 = 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 9 08:28:03 2018 Page 1 I D:_tuSwwB?2G 1 zlycAGh6hCuzlZUD-NgfmVaGjJ M053Yv3L6sO7y7glfm WtP8f4ao OrHzi HmQ 3-7-0 3-7-0 Scale: V=1' 0." ' 3-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IDc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 1 Vert(LL) 0.01 3-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 3-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP I Weight: 11 lb FT = 0% LUMBER- I BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=177/0-8-0, 2=96/Mechanical, 3=43/Mechanical Max Horz 1=111(LC 8) Max Upl'Ift 1=75(LC 8), 2=95(1_C 8). 3=-12(LC 8) Max Grav 1=177(LC 1). 2=101(LC 13), 3=60(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=9.Opsf; BCDL=3.Opsf; h=18ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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.Dpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. Joaquin Velez PE No.68162 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: May 9,2018 ©WARNING- Verlry des/gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1UI.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not^ a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' I always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see, ANSUfPIII 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 Ply Ply Parent Residence � T13995539 J35888 ZEJ3D Jack -Open 3 1 Job Reference (optional) s East Doasl I russ, ht. Pierce, FL MU415 il III a.ziu s re0 iz zults MI I eK Industries, Inc. vvea may v uts:Lts:UJ LUlts rage 7 ID:_tuSwwB72G 1 zlycAGh6hCuzlZUD-NgfmVaGjJM053Yv3L6sO7y7sxfn_tP8f4aoOrHzlHmO 2X3= I 0-" 2-7-8 , LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) UdeO Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 8 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.09 I Vert(CI) -0.00 3-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 I Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=135/0-3-0, 2=66/Mechanical, 3=30/Mechanical Max Horz 1=81(LC 8) Max Uplift 1=57(LC 8), 2=66(LC 8), 3=1O(LC 8) Max Grant 1=135(LC 1), 2=69(LC 13), 3=41(LC 3) Scale = 1: 10.0 PLATES GRIP MT20 244/190 Weight: 8 lb FT = 0% Structural wood sheathing directly applied or 2-7-8 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vutt=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 '2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 nonconctirrent 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 1, 2, 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 9,2018 14 WARNING - Verlly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. • Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 fabrcation, storage, delivery, erection and bracing of trusses and truss systems, see . ANSUTPII quality Criteria, DSB.89 and BCSI Building Component 6904 Parke Fast 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 Parent Residence T13995540 J35888 ZEJ5 Jack -Open 3 1 Job Reference (optional) East coast -I fuss, K. Pierce, rL 3494b 2x3 = 5-0-0 a.ziu s reo iz zulo Nu i eK maustnes, inc. vvea may a uo:zo:uv zu to rage i ID:_tuSwwB72G1 zWGh6hCuzlZUD-rl D8jwHL4fWyhiUFugNFgAgw932YcsOoJEYxOjzlHmP Scale=1:14.9 0-4-8 4-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.05 3-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 I Vert(CT) -0.05 3-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS 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. REACTIONS. (lb/size) 1=240/0-8-0, 2=144/Mechanical, 3=60/Mechanical Max Horz 1=156(LC 8) I Max Uplift 1=102(LC 8), 2=140(LC 8), 3=13(LC 8) Max Grav 1=240(LC 1), 2=151(LC 13), 3=87(LC 3) ,FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=3.Opsf; h=18ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 1=102, 2=140. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: May 9,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use onlywith MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ahvays required for stability and to prevent collapse with possible personal injuryjand 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 Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite IM, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Parent Residence T13995541 J35888 ZEJ6 Jack -Open 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 9 08:28:04 2018 Page 1 ID:_tuSwwB72G 1 zlycAGh6hCuzlZUD-r1 D8jwHL4f WyhiUFugNFgAguB31 QCsOoJEYxOjzIHmP 5-7-8 5-7-8 Scale = 1:17.1 $I 2x3 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.05 3-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.07 3-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 18 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. REACTIONS. (lb/size) 1=282/0-6-0, 2=160/Mechanical, 3=58/Mechanical Max Horz 1=176(LC 8) Max Uplift 1=120(LC 8), 2=-161(LC 8), 3=7(LC 8) Max Grav 1=282(LC 1), 2=168(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=9.Opsf; BCDL=3.Opsf; h=18ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 thorn 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) Refer to girder(s) for truss to truss connections. 7) 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=161. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 9,2018 AWARNINO - Ved/y 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 truss�- 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 injuryjand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast 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 Parent Residence T13995542 J35888 ZHJ4 Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 9 08:28:05 2018 Page 1 ID: tuSwwB?2GlzlycAGh6hCuzlZUD-JDnVVWGHzrzepir3RSXuUCNCC7TTJLJeyYuH\&vAzlHmO 3-7_-1 3-7-1 Scale = 1:9.7 2x4 = 2S-11 0-5-11 3-7-1 3-1-6 ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 4-9 >999 240 MT20 244/190 TCDL 15.0 Lumber'DOL 1.25 BC 0.10 Vert(CT) -0.01 4-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00, Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MP Weight: 12 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-1 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. REACTIONS. (lb/size) 1=175/0-4-4, 2=85/Mechanical, 4=45/Mechanical Max Harz 1=74(LC 8) Max Uplift 1=96(LC 8), 2=77(LC 8), 4=-11(LC 8) Max Grav 1=180(LC 26), 2=85(LC 1), 4=65(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for the factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. Ii 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 4. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 111 lb down and 25 lb up at 1-4-15, and 111 lb down and 25 lb up at 1-4-15 on top chord, and 1 lb down and 7 lb up at 1-4-16, and 1 lb down and 7 lb up at 1-4-15 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 Uniform Loads (plf) Vert: 1-2-70, 3.5=-20 Concentrated Loads (lb) Vert: 11=2(F=-1, B=1) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 9,2018 AwARN/NG - Verify design parametersand READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. • Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability ofidesign parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sdhe 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type oty Ply Parent Residence T73995543 J35888 ZHJ5 Diagonal Hip Girder I 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 9 08:28:06 2018 Page 1 ID: —tuSwwB72G1 zlyeAGh6hCuzlZUD-nPKv7clbcHnfw?eeOFPjlbllGsmR4mu5mY12Sczl HmN 5-4-9 5-4-9 Scale=1:16.8 3x4 11 2x4 = 2x3 II '0-4-12' 4-11-14 Plate Offsets (X Y)— [2:0-2-15,0.0-81 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42, Vert(LL) 0.06 4-9 >971 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.06 4-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 19 lb FT = 0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-9 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. REACTIONS. (lb/size) 1=255/0-8-11, 2=148/Mechanical, 4=78/Mechanical Max Horz 1=149(LC 8) Max Uplift 1=128(LC 8). 2=-142(LC 8), 4=35(LC 8) i Max Grav 1=255(LC 1), 2=153(LC 25), 4=103(LC 3) I 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=9:Opsf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and rightlexposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 chard 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 1=128, 2=142. ' 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to 'support concentrated load(s) 195 lb down and 113 lb up at 2-11-14, and 176 lb down and 125 lb up at 3-7-0 on top chord, and 14 lb down and 20 lb up at 2-11-14, and 20 lb down and 22 lb up at 3-7-0 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 Uniform Loads (plo Vert: 1-2=70, 3-5=-20 Concentrated Loads (lb) Vert: 12=7(F) 13=-8(B) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 9,2018 eWARNING-Verify design parameters and READ NOTES ON THIS AND/NCLUDED MITEK REFERENCE PAGE MII.7479 rev. 10/032015 BEFORE USE. -- Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required 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 ANSIfTPII 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 Parent Residence T13995544 J35888 ZHJ7 Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 9 08:28:07 2018 Page 1 I D:_tuSwwB?2GIzlycAGh6hCuzIZUD-GcuHLxJDNavWY9CgaywyHoIXMG84pCUE?Cmc?2zIHmM 3-M 6-11-6 3-M 3-2-2 3x4 11 Scale = 1:16.4 2x4 = 0.6.0 3-M 3-2-2 Plate Offsets (X Y)— 13:0-3-0 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 p Vert(LL) 0.01 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14, Vert(CT) -0.01 6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.11 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS 1 Weight: 29 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 10-0-0 oc bracing. REACTIONS. (lb/size) 1=331/0-11-5, 3=88/Mechanical, 5=203/Mechanical Max Horz 1=149(LC 8) Max Uplift 1=178(LC 8), 3=-80(LC 8), 5=126(LC 8) Max Grav 1=338(LC 26), 3=88(LC 1), 5=206(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=509/247 BOT CHORD 1-6=329/435, 5-6=329/435 WEBS 2-5=-449/340 NOTES- I 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 1=178, 5=126. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 111 lb down and 25 lb up at 1-4-15, 111 lb down and 25 lb up at 1-4-15, and 136 lb down and 103 lb up at 4-2-15, and 136 lb down and 103 lb up at 4-2-15 on top chord, and 23 lb down and 21 lb up at 4-2-15, and 23 lb down and 21 lb up at 4-2-15 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 Uniform Loads (plf) Joaquin Velez PE No.68182 Vert: 1-3=70, 4-7=-20 MiTek USA, Inc. FL Cert 6834 Concentrated Loads (lb) 6904 Parke East Blvd. Tampa FL 33610 Vert: 14=16(F=8, B=-8) Date: May 9,2018 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 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 ANSUTPII 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 Parent Residence T13995545 J35888 ZHJ8 Diagonal Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed May 9 08:28:08 2018 Page 1 ID: tuSwwB?2GIzlycAGh6hCuzlZUD-koSfYHKrBuIN9JnO7gRBgOghFgTbYe?OEsW9XVzlHmL 4-2-8 ' 3-7-7 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 TCDL 15.0 Lumber DOL 1.25 BC 0.19 BCLL 0.0 Rep Stress Incr NO WE 0.15 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS 3x6 11 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.02 6 >999 240 MT20 2441190 Vert(CT) -0.02 6 >999 180 Horz(CT) -0.01 5 n/a n/a 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=38210-10-15, 3=1 01 /Mechanical, 5=243/Mechanical Max Horz 1=169(LC 8) Max Uplift 1=225(LC 8). 3=96(1_C 8), 5=161(LC 8) Max Grav 1=3B2(LC 1), 3=101(LC 1), 5=248(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when;shown. TOP CHORD 1-2=620/337 BOT CHORD 1-6=431/542, 5-6=431/542 WEBS 2-5=557/445 Scale=1:17.7 Weight: 33 lb FT = O% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 8-11-11 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=18ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=1b) 1=225, 5=161. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 116 lb down and 49 lb up at 2-2-14. 116 lb down and 49 lb up at 2-2-14, and 149 lb down and 126 lb up at 5-0-13, and 149 lb down and 126 lb up at 5-0-13 on top chord, and 6 lb down and 12 lb up at 2-2-14, 6 lb down and 12 lb up at 2-2-14, and 30 lb down and 25 lb up at 5-0-13, and 30 lb down and 25 lb up at 5-0-13 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 I 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3-70, 4-7=-20 Concentrated Loads (lb) Vert: 13=3(1`=-1, B=1) 14=7(F=4, B=-4) 15=-30(F=15, B=15) Joaquin Velez PE No.68182 MiTdk USA, Inc. FL Cert 6634 69014 Parke East Blvd. Tampa FL 33610 Date: May 9,2018 ,&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 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! ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 1 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 14_13/4' 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. 0 -yI For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request PLATE SIZE The first dimension is the plate - width measured perpendicular 4 X 4 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 numberwhere bearings occur. Min size shown is for crushing only. Industry Standards: ANSIITP11: 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) 2 3 BOTTOM CHORDS 8 7 6 5 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 mm W1 0 M!Tek 9 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 ANSUTPI 1. 8. Unless othervvise 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 specked. 13. Top chords must be sheathed or pudins 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 after 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 ANSVTPI 1 Quality Criteria.